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CAS-22_PLANNING CASE NO. 2020-22 DEER HAVEN, 6480 YOSEMITE (ASHFELD) FOUR LOT SUBD IVISIONNotice of Public Hearing Ohassen Planning Commission Meetir• Date & Time: Tuesday, December 1, 2020 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. The purpose of this hearing is to consider a request for tfie rezoning of property from Rural Residential (RR) to Single -Family Proposal: Residential (RSF) and subdivision of 2.8 acres into four single- family lots and one outlot with variances located southeast of the cul-de-sac for Wood Duck Lane and west of Yosemite Avenue. Pro a Owner: Kenneth Ashfekl & Barbara Bersie-Ashfeld Property 6480 Yosemite Avenue Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, tt'e Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the city's Proposed Development webpage at: www.ci.chanhassen.mn.us/2020-22. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at bgenerousAci.chanhassen.mn.us or by phone at Comments: 952-227-1131. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the city's website the Thursday riot to the Plannin Commission meetin . NEW! Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notityme to sign up! City Review Procedure: • Subdivisions. Plarmed Unit Developments. Site Plan Reviews. Conditional and Interim Uses. Weiland Alterations, Ret,onirgs, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City, ordinances require all property wiNin SBC feel of the subject site to De reified et the application in writing. Any interested party is irryde l to attend the meeting. • Star prepares a report on that subject application that includes all pertinent information and a recommendation. These reports are available by request At the Planning Commission meeting, star will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a pad of the hearing process. The Commission will dose the Public hearing and discuss the item and make a recommendation to the City Council. The City Coi may reverse, arum or modify whor a partly the Planning Commission's recomm enation Remnngs, land use and code amendments take a simple majority vote of to City Council except reaonirgs and land use amendments from residential to commen ialbnd ustrial • Minnesota State Statute 519 99 requires all applications to W processed within W days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through ft process wouttl check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighbortrood spokesperson/representative is encouraged to provide a contact for the dty. Oren developers are encouraged to meet with the neighborhootl regarding their proposal. Star is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, Ne City Council does not. Minutes are taken antl any conespondence regarding the application will be inducted M the repot to t CM Coundl. t you wish to have something to be induded in the report. please contact the Planning Star person named ch to rroUfication. ---0-7-77 ._..._ _ _ __.7 y�PSFS r • .�� �� j 02 IP 000093 MAILED City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regardi�; !' c area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other i Xi E purpose requiring exacting measurement of distance or direction or precision in it depiction of geographic features. The preceding disclaimer is provided pursuant Minnesota Statutes §486.03, Subd. 21 (2000), and the user of this map acknowledge - - - that the City shall not be liable for any damages, and expressly waives all claims, ar agrees to defend, indemnity, and hold harmless the City from any and all claims broug ' IMn �Ta _ PITNEY BOWES $ 000.5 9643 NOV 19 FROM ZIP CODE 55 GO JA-�J--3 bt-t� 553 DE 1 e011;22J20 RETURN TO SENDER -UNAB''LE TO FORWARD by User, its employees or agents, or third paries which arise oo ^ access _..:,:aia provided., 6u. 5531.702.4747 "2375-01377-19-42 55;-- 14 44 °1111111irllIIli it 1r`II{!'•1111! 11111111 IlPijill liila{1.11"Ill Notice of Public Hearing Oahassen Planning Commission Meeting Date & Time: Tuesday, December 1, 2020 at 7:00 P.M. This hearing may not LOcatiOfv start until later in the evening, depending on theorder of thea agenda. C' Hall Council Chambers, 7700 Market Blvd. The purpose of this hearing is to consider a request for the Proposal: rezoning of property from Rural Residential (RR) to Single -Family Residential (RSF) and subdivision of 2.8 acres into four single- family lots and one outlot with variances located southeast of the cul-de-sac for Wood Duck Lane and west of Yosemite Avenue. Property Owner: Kenneth Ashfeld & Barbara Berst�Ashfeld Property 6480 Yosemite Avenue h Location: At,focation map is on the reverse side of this hoots. e purpose of this public hearing is todriform you about the •fjfiplicant's request and to obtain input from the neighborhood about this projecl. During the meeting, the CtAir will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the —_ project - If you want to see the plans before the meeting, please visit the city's Proposed Development webpage at: www.ci.chanhassen.mn.us/2020-22. If you wish to talk to Questions & someone about this project, please contact Bob Generous by email at baenerousrrDci.chanhassen mn us or by phone at 952-227-1131. Comments: If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the city's website the Thursday prior to the Planning Commission meet!n . NEW! Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Review, Conditional and Intenm Uses, Welland Alterations, Razonirgs, Comprehensive Plan Amendments and Code Amendments require a Nil hearing before the Planning Commission. City ordh c require all property within 500 feet of the wb'K site to he ratified of the application in writing. Any interested part' is brvaad to a tared themeeting. • Staff gaperes a report on the subject application that includes all pertment irdom it and a recommendation. These reports are available by request At the Planning Commission meeting staff will give a verbal overview of the report and a recommendation The ilam will he opened fa the public to speak awut the proposal as a part d the heanng process. The Commission will Gose the public hawirg and discuss the item and make a recommendation to the City Cantil. The City Counal may reverse, affirm or modify who"yorpardy the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of he City Council except rezodngs and land use amendments from residential to commercial/mdustnal. • Kendall State Statute 519.99 requires all applications to be processed within W days unless the applicant waives this st mosso) Sora, appi cations due to their complexity my lake several monhs to complete. Any person wishing to follow an item through he poows should Crack with he Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood SPokespoaa✓representative is encouraged to provide a contact for he cry. Often developers are encouraged to me, with the neighborhood regarding heir proposal. Staff is also available to review the project with any interested Person(si. • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regard�mg the application will ber included in the report to the City Council, K you wish to have something to be included in the report, lease cont;; he Mail person named on he notification. City of Chanhad 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 W R :1 ?_ in CI y�PtF$ POST "F v � nrecv r.owes 02 1P $ 000.5 0000939643 NOV 19 MAILED FROM ZIP CODE 5 This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of recceca _..d data located in various city, • county, state and federal office; and other sources regarding the area shown, and Is to CHRISTOPHER PAULSON be used for reference purposes only. The City does not warrant that the Geographic - Information System (GIS) Data used to prepare this map are error free, and the City do 5 5 3 N F E 1 ` 9 C 0 @ 11 2 2 2 0 not represent that the GIS Data can be used for navigational, tracking or any oth' 0 R'K AR D TIME E XP R i :; "1" O 5 E N D / / purpose requiring exacting measurement of distance or direction or precision in tl, AU L S ON BURNS , E c)� N depiction of geographic features. The preceding disclaimer is provided pursuant Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledg- A N 1 v o TOR M N 55333.-4306 that the City shall not be liable for any damages, and expressly waives all claims, ai 1 XC E L agrees to defend, indemnify, and hold harmless the City from any and 40 G@jyns broug by User, its employees cr ay., n,, or tmrd parties which arise out of the'G acoess f R E TU R L' T C 5 E N' DE R use of data provided. 5$s'talY3isi�v¢IF�:I if'111111-118111`ttitrtlll'ti'11111111vIIIIIIIIIIIIpIll 11111111 January 12, 2021 E P CITY OF CHANHASSEN Chanhassen is a Community for Life- Providing for Today and Planning for Tomorrow Kenneth Ashfeld & Barbara Bersie-Ashfeld 6480 Yosemite Excelsior, MN 55331 Re: Deer Haven — Planning Case #2020-22 Dear Kenneth & Barbara: This letter is to confirm that on Monday, January 11, 2021, the Chanhassen City Council approved: A. The ordinance rezoning the property from Rural Residential District (RR) to Single -Family Residential (RSF) contingent on final plat approval; and B. Preliminary plat approval to create four lots and one outlot with a variance for the use of a private street to provide direct access to the four lots and a variance to use the 33 -foot right- of-way and 24 -foot street section subject to the following conditions: Building: 1. Building plans must provide sufficient information to verify that proposed building meets all requirements of the Minnesota State Building Code; additional comments or requirements may be required after plan review. 2. A building permit must be obtained before beginning any construction. 3. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. 4. If any soil corrections are done on the property, a final grading plan and soil report must be submitted to the Inspections Division before permits will be issued. Engineering: 1. The applicant shall provide an updated existing conditions survey in conformance with the requirements of Sec. 18-40, which shall include (but is not limited to): location of buildings and easements to a distance 150 feet beyond the subdivision boundaries; topographic data 100 feet beyond the property boundary, with associated contours; boundary lines of adjoining platted or subdivided land, within 150 feet, identified by name and ownership, etc. 2. An accurate geotechnical report indicating soil conditions, permeability and slope shall be provided upon submittal of final plat (Sec. 18-40.(2)h.). The soil report shall include PH 952.227.1100 • www.d.chanhassen.mmus • FX 952.227.1110 — — — —SCANNED — 7700 MARKET BOULEVARD PO BOX 147 CHANHASSEN MINNESOTA 55317 • • w boring logs for key areas including along the proposed alignment of the private street and near areas proposed for stormwater infiltration. 3. A roadway easement from PID 254150012 is required in order to construct the public street. The easement shall be reviewed and approved by the city and shall be recorded either prior to or concurrently with the final plat. 4. The applicant shall supply cross-section details and plans for the public street, account for public drainage, and the design of an adequate tum -around at the end of the public street. 5. The applicant shall provide the locations of proposed street lights for review and approval by the City Engineer. 6. The applicant shall update the final plat to include drainage and utility easements within Outlot A only over the public utilities (not the entire Outlot) as required for adequate maintenance, repair and replacement. 7. Drainage arrows throughout the construction limits shall be shown upon submittal of final plat and final construction plans. 8. The applicant shall provide updated grading plans in conformance with the requirements of Sec. 18-40.(4)d. which shall include (but is not limited to): the appropriate scale, lowest floor elevations of buildings (proposed and existing), emergency overflow routes, stockpile locations, etc. 9. The applicant shall update the erosion and sediment control plan in conformance with the requirements listed under Sec. 19-145.(a)(2) and resubmitted for review and approval with the submission of the final construction plans. 10. If a 6" main will supply adequate fire flows and pressures to the newly formed subdivision, the main shall be downsized accordingly. 11. Upon acceptance by City Council, the sanitary sewer and water mains will become publicly owned and maintained. 12. As the preliminary plans indicate that the existing home's sanitary sewer service, which extends to the west between 1671 and 1681 Pintail Circle, may be located outside the prescribed easements, the applicant will be required to either expand the easement area to encompass the lateral in its entirety, or, verify that the existing alignment is in fact within the easement, or, connect the existing home to the newly extend sanitary sewer. Updated plans shall be provided illustrating the approach taken for review and approval by the city. 13. The applicant shall provide updated utility plans upon submittal of the final plat and final construction plans that include profile views for review and approval by the city. Environmental Resources: 1. The applicant shall verify tree removal within the grading limits and revise tree preservation calculations before final approval. Trees shown within grading limits may not be counted as preserved. 2. Tree preservation fencing must be installed at the edge of grading limits prior to any grading activities. Fire: 1. The road width proposed of 24 feet would require No Parking Fire Lane signs on both sides. 2. The private road will need to follow City of Chanhassen Code for Private Roads, including a turnaround for emergency vehicles. 3. The applicant shall submit a street name for the private street for city review and approval. Parks: 1. Full park fees in lieu of parkland dedication and/or trail construction shall be collected. The park fees shall be collected in full at the rate in force upon final plat submission and approval. Planning: 1. The front lot line for Lots 1, 2 and 3 shall be the easterly property line. 2. An access and maintenance agreement for the private street shall be recorded with the plat. Final plat documents must be submitted to the city 35 days prior to the City Council meeting in which you wish to have your final plat approved. Conditions of the preliminary plat approval must be addressed for final plat approval. Enclosed is the list of items required for submittal for final plat approval. The rezoning of the residential lots shall not be official until approval of the final plat and execution of the project development contract. Should you have any questions, please contact me at (952) 227-1131 or by email at becnerousr?ci.chanhassen.mn.us. SMin'_ Robert Generous, AICP Senior Planner Enclosure ec: Kate Aanenson, Community Development Director Erik Henricksen, Project Engineer Heather Johnston, Interim City Manager Jerry Ruegemer, Parks & Recreation Director Jill Sinclair, Environmental Resource Specialist Eric Tessman, Building Official Matt Unmacht, Water Resources Coordinator Todd McLouth, Loucks Associates gAplan\2020 planning mes\20-22 6480 yosemite avenue (deer haven) suMapproval letter prelim plat & rmning.dmx ITEMS REQUIRED FOR FINAL PLAT CONSIDERATION The following items are required to be submitted a minimum of 35 days prior to City Council meeting and payment of a $250.00 final plat review fee: Submit three (3) sets of full size, 50 scale construction plans and specifications for staff review and redline. • Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water and storm sewer lines). The plan view must show all drainage and utility easements. • Grading and drainage plans shall show dwelling type and elevations, wetlands and wetland buffer areas, stormwater pond NWL and HWL, EOF and catch basin and storm manhole numbers. • The construction plans and specifications shall be in accordance to the City's latest edition of Standard Specifications & Detail Plates. • The plans shall include traffic signage and street light placement. 2. Drainage calculations for water quantity and quality ponding with maps showing drainage areas for pre -and post -development conditions and contributing areas to catch basins. 3. Hydraulic calculations and drainage map for the storm sewer design. 4. Tree Preservation Easements (if applicable). 5. Trail Easements (if applicable). 6. Engineer's Cost Estimate of Improvements: a. Sanitary sewer system. b. Water system. c. Storm sewer drainage system including cleaning and maintenance. d. Streets, sidewalk and trails. e. Erosion control. f. Site restoration (seeding, sodding, etc.). g. Site grading h. Street lights & signs i. Engineering, surveying & inspection j. Landscaping 7. Five (5) sets (folded) of final plat, one (1) set of reductions (8'/2" x 11"), and a digital copy in .tif format. 8. Digital copy of the legal description of the property in a .doc format. 9. Lot tabulations. Failure to provide any of the above items by the required deadline will result in delaying consideration of final plat before the City Council. Updated 11-2906 gAeng\fonns\final plat submibal.doc • • pc r�oaro- a - CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Kenneth Ashfeld and Barbara Bersie-Ashfeld — Planning Case No. 2020-22, Deer Haven Addition. Request for Rezoning from Rural Residential District, RR, to Single -Family Residential District, RSF, Subdivision Approval creating four lots and one oudot with a Variance for a public street cross section and right-of-way width, and a Variance for the use of a private street located at 6480 Yosemite. On December 1, 2020, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Kenneth Ashfeld and Barbara Bersie-Ashfeld for a single-family residential development. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Rural Residential District, RR. 2. The property is guided in the Land Use Plan for Residential — Low Density uses. 3. The legal description of the property is: That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at the Northeast comer of said Southeast Quarter of the Northeast Quarter; thence Southerly along the East line of said Southeast Quarter of the Northeast Quarter to a point 660 feet North of the Southeast comer of said Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the South line Southeast Quarter of the Northeast Quarter a distance of 281.07 feet; thence Northeasterly to a point on the North line of said Southeast Quarter of the Northeast Quarter distance 198.0 feet Westerly from the point of beginning; thence Easterly along said North line 198.0 feet to the point of beginning, except the North 50.0 feet thereof, Carver County, Minnesota. Records of Carver County, Minnesota. 4. REZONING FINDINGS The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse affects of the proposed amendment. The six (6) affects and our findings regarding them are: 1 0 a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. b. The proposed use is or will be compatible with the present and future land uses of the area. c. The proposed use conforms with all performance standards contained in the Zoning Ordinance. d. The proposed use will not tend to or actually depreciate the area in which it is proposed. e. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. f. Traffic generation by the proposed use is within capabilities of streets serving the property. 5. SUBDIVISION FINDINGS a. The proposed subdivision is consistent with the zoning ordinance and meets all of the requirements of the "RSF" Single -Family Residential District; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the City's Comprehensive Plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by the subdivision ordinance; e. The proposed subdivision will not cause significant environmental damage subject to compliance with conditions of approval; £ The proposed subdivision will not conflict with easements of record, but rather will expand and provide all necessary easements; g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate stormwater drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off-site public improvements or support systems. 0 0 6. VARIANCE FINDINGS WITH A SUBDIVISION a. The hardship is not a mere inconvenience by providing reasonable access to four properties while reducing potential impacts to the natural features on the site and within existing off- site right-of-way; b. The hardship is caused by the particular physical surroundings, shape or topographical conditions of the land including trees; a public street is not necessary to provide access to adjacent properties within the development and the existing right-of-way and surrounding development preclude additional public right-of-way out to Yosemite; c. The condition or conditions upon which the request is based are unique and not generally applicable to other property because of the previously stated conditions of the property; d. The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of subdivision regulations, the zoning ordinance and Comprehensive Plan since it will reduce potentially significant impacts on the site and within the neighborhood 7. The planning report #2020-22 dated December 1, 2020, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the proposed Preliminary Plat approval for four lots and one outlot, variances for public street cross-section and right-of-way with a Variance for the use of a private street for a single-family detached subdivision subject to the conditions of the staff report. ADOPTED by the Chanhassen Planning Commission this In day of December, 2020. 1W PLANNING Steven Weick, gAplan12020 planning cases\20-22 6490 yo rite "cam (deer haven) wbTindmgs of fact & mcommendation.docz DEER HAVEN '-NE caner of / Sec. 3, Twp. 116, Rge. 23 Found Stone Monument LAJI w A r� r\ / -/-/ ,� A / NE caner of the �^ i1 / I/ //\/ / SE Quarter of the NE Quarter Li / / / / V of Sec. 3, Twp. 116, Rge. 23 -, \ Cap�46535_`\ I -- r — Fe I I i S88 -29'16"E 205.56 -152.56 / r- A / I , / / / A Drainage & Utility I / h- I\I I/ I/ / /I Nath line of the - - / r r / L- L- 1-1 SE Quarter of the NE Quarter 1 IIN , of Sec. 3 Twp. 116, Rge. 23-\ r 1p'E- r- — — _ — — 150, 79 1 I --- ---� �- 198.00 I I _ _ _ r I I � Y'r j0 I I I L ° � o>e 4122 O I I h Excep tion ,. I N �r/; /; n 1ti o I J?1 SD° oke 00-'00 ` J I jy I- 5 48E , . N7� 44 y ' I 10 r , , " 106.50 DEER HAVEN '-NE caner of / Sec. 3, Twp. 116, Rge. 23 Found Stone Monument LAJI w A r� r\ / -/-/ ,� A / NE caner of the �^ i1 / I/ //\/ / SE Quarter of the NE Quarter Li / / / / V of Sec. 3, Twp. 116, Rge. 23 -, \ Cap�46535_`\ I -- r — Fe I I i 20 W 261.07 I I A A / -/- / / r - / / I 1 1 ry i `` cap9235 — — — — — — — — — — — — — \ II 1 I I .; hl .g - Southeast caner of the ' Southeast Quarter of the Northeast Quarter of Sec. 3, Twp. 116, Rge. 23 FAd- NOT TO SCALE I ou wr SECTION 03, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA BEARINGS ARE BASED ON THE EAST LINE OF THE SE 1/4 OF THE NE 1/4 OF SEC. 3, TWP. 116, RGE. 23, HAVING A BEARING OF SOI"40'27"W. O DENOTES 1/2 INCH X 14 INCH IRON MONUMENT SET, MARKED "LS 48988" • DENOTES 1/2 INCH IRON MONUMENT FOUND, UNLESS OTHERWISE SHOWN O DENOTES FOUND Carver COUNTY CAST IRON MONUMENT N 0 40 SCALE IN FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) II I�-5 II 5—yI — 1+0 1+0 --- --J (---1---- BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED AND ADJOINING LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES, AS SHOWN ON THE PLAT. KNOW ALL PERSONS BY THESE PRESENTS: That Kenneth Ashfeld and Barbara Bersie-Ashfeld, husband and wif owners of the following described property situated in the County of Carver, State of Minnesota, to wit: That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, l\1innesota, described as follow: Beginning at the Northeast corner of said Southeast Quarter of the Northeast Quarter; thence Southerly along the East line of said Southeast Quarter of the Nc rtheast Quarter to a point 660 feet North of the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the South line Southeast Quarter of the Nc rtheast Quarter a distance of 281.07 feet; thence Northeasterly to a point on the North line of said Southeast Quarter of the Northeast Quarter distance 198.0 feet Westerly from the point of Ileginning; thence Easterly along siad North line 198.0 feet to the point of beginning, except the North 50.0 feet thereof, Carver County, Minnesota. Have caused the same to be surveyed and platted as DEER HAVEN, and does hereby dedicate to the public for public use the he drainage and utility easements as created by this plat In witness whereof said Kenneth Ashfeld and Barbara Bersie-Ashfeld, husband and wife, have hereunto set their hands this day of 20 Kenneth Ashfeld Barbara Bersie-Ashfeld STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of Signature Notary Public, My Commission Expires SURVEYORS CERTIFICATION County Printed Name, Notary CITY OF CHANHASSEN RECEIVED OCT 16 2020 2020, by Kerneth Ashfeld and Barbara Bersie-Ashfeld. CHAUSSEN PLANNING DEPT I, Max Stanislowski, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a .duly Licensed Land Surveyor i i the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on t1is plat; that all monuments cepicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.(1, Subd. 3, as of the date of this certificate are shown and labeled on this Plat; and all public ways are shown and labeled on this plat. Dated this day of 120 Max Stanislowski, Licensed Land Surveyor, Minnesota License No. 48988 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this day of , 20 , by Max Stanislowski, a Licensed Land Surveyor. Signature Printed Name, Notary Notary Public, Hennepin County, Minnesota My Commission Expires 20_ CHANHASSEN, MINNESOTA This plat of DEER HAVEN was approved and accepted by the City Council of Chanhassen, Minnesota, at a regul;lr meeting thereof held this _ day of 20 . If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the City or the prescribed 30 -day period has elapsed without receipt of such comments and recommendations, as provided by Minnesota Statuts, Section 505.03, Subdivision 2. City Council, Chanhassen, Minnesota -32 Mayor 0 Clerk COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of —20 By: Brian Praske, Carver County Surveyor COUNTY AUDITOR, Carver County, Minnesota I hereby certify that taxes payable in 20 and prior years have been paid for land described on this plat, dated this _ day of By: Crystal Campos, County Auditor COUNTY RECORDER, Carver County, Minnesota I hereby certify that the within plat of DEER HAVEN was recorded in this office this day of 20 , at Document No. By: Kaaren Lewis County Recorder 20 o'clock M. as LoUCKS S88 -29'16"E 205.56 -152.56 53.00 r------ _ Drainage & Utility I / _�-- Easement t, 110 cy I to 1 IIN , 1p'E- r- — — _ — — 150, 79 Ls J Q � :- c\I- I � Y'r j0 L ° � o>e 4122 O _ c 150.79 ' O p Av , Y , Drainage &Utility .\,c v0 , �� �" Eosement —,�--- _ I N a I 1ti o I J?1 SD° oke 00-'00 ` J I jy ' y ' I 5 48E , . N7� 44 y ' I 10 r , , " 106.50 L - -----�,0 N88°29'16"W 80.44 i r o -�8°154 a.�i9�� ' e„ .00 I ` I ' I \ \ ' I ' I - Y f - V parallelhe south /#7e of the Point 660 feet North 1 - I L SE O of the of Sec. 3 Twp. 116, Rge. 23 �Droinage &Utility of the SE Comer of the SE Quarter the NE Quarter / — / ----I---------1 1/, Easement of o i- ---_--- of Sec. 3, Twp. 116, Rge. 23-, I 20 W 261.07 I I A A / -/- / / r - / / I 1 1 ry i `` cap9235 — — — — — — — — — — — — — \ II 1 I I .; hl .g - Southeast caner of the ' Southeast Quarter of the Northeast Quarter of Sec. 3, Twp. 116, Rge. 23 FAd- NOT TO SCALE I ou wr SECTION 03, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA BEARINGS ARE BASED ON THE EAST LINE OF THE SE 1/4 OF THE NE 1/4 OF SEC. 3, TWP. 116, RGE. 23, HAVING A BEARING OF SOI"40'27"W. O DENOTES 1/2 INCH X 14 INCH IRON MONUMENT SET, MARKED "LS 48988" • DENOTES 1/2 INCH IRON MONUMENT FOUND, UNLESS OTHERWISE SHOWN O DENOTES FOUND Carver COUNTY CAST IRON MONUMENT N 0 40 SCALE IN FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) II I�-5 II 5—yI — 1+0 1+0 --- --J (---1---- BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED AND ADJOINING LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES, AS SHOWN ON THE PLAT. KNOW ALL PERSONS BY THESE PRESENTS: That Kenneth Ashfeld and Barbara Bersie-Ashfeld, husband and wif owners of the following described property situated in the County of Carver, State of Minnesota, to wit: That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, l\1innesota, described as follow: Beginning at the Northeast corner of said Southeast Quarter of the Northeast Quarter; thence Southerly along the East line of said Southeast Quarter of the Nc rtheast Quarter to a point 660 feet North of the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the South line Southeast Quarter of the Nc rtheast Quarter a distance of 281.07 feet; thence Northeasterly to a point on the North line of said Southeast Quarter of the Northeast Quarter distance 198.0 feet Westerly from the point of Ileginning; thence Easterly along siad North line 198.0 feet to the point of beginning, except the North 50.0 feet thereof, Carver County, Minnesota. Have caused the same to be surveyed and platted as DEER HAVEN, and does hereby dedicate to the public for public use the he drainage and utility easements as created by this plat In witness whereof said Kenneth Ashfeld and Barbara Bersie-Ashfeld, husband and wife, have hereunto set their hands this day of 20 Kenneth Ashfeld Barbara Bersie-Ashfeld STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of Signature Notary Public, My Commission Expires SURVEYORS CERTIFICATION County Printed Name, Notary CITY OF CHANHASSEN RECEIVED OCT 16 2020 2020, by Kerneth Ashfeld and Barbara Bersie-Ashfeld. CHAUSSEN PLANNING DEPT I, Max Stanislowski, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a .duly Licensed Land Surveyor i i the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on t1is plat; that all monuments cepicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.(1, Subd. 3, as of the date of this certificate are shown and labeled on this Plat; and all public ways are shown and labeled on this plat. Dated this day of 120 Max Stanislowski, Licensed Land Surveyor, Minnesota License No. 48988 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this day of , 20 , by Max Stanislowski, a Licensed Land Surveyor. Signature Printed Name, Notary Notary Public, Hennepin County, Minnesota My Commission Expires 20_ CHANHASSEN, MINNESOTA This plat of DEER HAVEN was approved and accepted by the City Council of Chanhassen, Minnesota, at a regul;lr meeting thereof held this _ day of 20 . If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the City or the prescribed 30 -day period has elapsed without receipt of such comments and recommendations, as provided by Minnesota Statuts, Section 505.03, Subdivision 2. City Council, Chanhassen, Minnesota -32 Mayor 0 Clerk COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of —20 By: Brian Praske, Carver County Surveyor COUNTY AUDITOR, Carver County, Minnesota I hereby certify that taxes payable in 20 and prior years have been paid for land described on this plat, dated this _ day of By: Crystal Campos, County Auditor COUNTY RECORDER, Carver County, Minnesota I hereby certify that the within plat of DEER HAVEN was recorded in this office this day of 20 , at Document No. By: Kaaren Lewis County Recorder 20 o'clock M. as LoUCKS "_-,y"ii"" . u McRrrM L. ZMBYrRaff Mar rJea a llp ffA aye y_a `. _S Y— f DEER HA VEN Sec ; ore. Pee 3] rvaN Siva arnuneit Ills `xi i i�`i iii r I r----- -----J — — — — — — — — — — — — --- rNAU I ��/ _SnYrgy mry lM i $walaey pwb-yM Mrprt Mlw ✓Sec a Trp II4 eye IJ VICINITTI Y MAP burro suu I 1 ♦;' I 5 ILII � MrE .� I 1 I SECTION 03. TOWNSHIP 116, RANGE 23, GAINER COJNTY, MINNESOTA KaRMGS PPE S ishN ffo6f!.NE( adi III w 4*V-w ace v, wwnc aeEwmwc of son•mn�w. 0 oaudsvvNru.l.v1C.lxoN wohu a.T SST. waxao.0 wen' e oaoTEs va WC. iPna NONuvEm wuNo,uNL.S.Tlyvx.SHowN eQ oalal roues cam, cou,,d CAsrleox sxwwoexr M3 0 GO SCALE IN FEET wuwrea aimnvvspres9 taws AeteoaN Trac words soda II Ifs II s� in I I tyo WxK searmwarns.uMLpo.1sAE aaraT®aro bosoms LOT uNEz, oro eau to ear w wane LwMss oTNE vaT rm.woanaeavicerinas-.w.v IIFj ASeVMr CNTEMT KNOW ALL PERSONS BY THESE PRESENTS: That Kenneth Ashfeld and garlands Berrie-Ashhid, husband and wife, owners of the following desaihed property situated in the County of Caner, State of Minnesota, to wrt; That part of the Sou m Quarter of the Noll Quarles of Section 3, Township 116. Range Z3, Caner County, Minnesota, described as follows Beginn'ug at the NoMext tamer of sak Southeast Quarter of the Northeast Quante,., thence Southerly along the Fast line of said Soutbeent Counter of the Northeast Quarter to a point 660 feet North of tM Southeast comer of said Southeast Quartw of the Northeast Quarter, thence Weserly Parallel with the South u line Southeast Quarter of the Northeast Quarter a distance of 281 OT tM T feel Northwesterly to a point on the North lire of said Southeast C,ui. of the Northeast Ones. distance 198.0 het Wastny hom the Point of begimirg; thence Easerly along said North line 1980 feet to the point of beginning, except the North 50.0 feet thmaof, Cam, County, Minnesota. Have caused the same to be surveyed all platted as DEER HAVEN, and does hereby dedicate to the public for Public dery the he drainage and ut5ty easements as created by this plat In weness whereof said Kermath Ashhd and Bentsen Benzio-Ashhld, husband and wifie, have hereunro set their halls thh _day Kenneth Ashfeld Barbin Barsie-Ashhld STATE OF MINNESOTA COUNTYOF The foregoing inebument was acknowledged before me this_ day of 2020, by Kenneth Ashfeld and Barbara Bersle-Ashfeld. Notary Notary Public, My Commission Expires SURVEYORS CERDFICATION 1, Max StanSbwed, do hereby certify tet this pie was prepared by me or under my direct supe melon: that I am a duly Licensed lard Surveyor in the State of Minnesota; that this plat is a correct representation of the bouMey survey; that all mathematical data all labeg are correctly designated on this plat that all monuments depicted on this pie have bean, or will ba omecty set within one year; that all water boedarix and eat lands, as defined in Minnesota Statues, Sector 505.01, Subd. 3, as of the date of this certificate are drown and labeled on this Plat, and all Public ways are, shown and labeled on this plat. Dared thisday of 20_ Max Stanblowelni, Ucenssd IoM Surveyor Mandl U.. No. a 138 STATE OF MINNESOTA COUNTY OF HENNEPIN The hmgoing instrument wasackrhewlMged before. this day of 20— by Max Sbnislowslsi, is Licamed Land Sudesse. Signature Printed Name, Notary Notary Public, Hanrepm County, Minnesota My Commission Expires 20_ CHANHASSEN, MINNESOTA This plat of DEER HAVEN wan approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof Mid this day of 20_ R applicable, the written comments and neo mmendatiom of the Commissioner of Transportation and the County Highway Engineer have been received by the City or th, prescribed 30 -day period has alspesd without receipt of such comments all recommendations, as provided by Mlnnosora Statute, Section 505.03, Subdivision 2. City Council, Camberwell Minnesota BY Mayor BY Clerk COUNTY 51.11 R, Carver Conry, Minna . Purshent to Chapter 395, Mi... laws of 1921, this pert her been approved this day of 20 aY Brian Praske, Clever Cowry Surveyor COUNTY AUDITOR, Career County, Minnesota I hereby certify that taxes payable in 20 and prior years have been paid for land described on this plat dated this day of 20_ By. Crystal Campos, County AMitor CMNTY RECORDER, Caner County, Minnesota I hereby ormily that the within plat of DEER HAVEN sou recorded in this office this Kaaren Lewy County Recorder CITY OF CHANHASSEN p_,at_oc,,k R,9UIVED OCT 16 2020 CHANHASSEj�tv CjUC KS 3 s H it - C.:0 I" a , 1 { ,3 i•B ��' S i � taii a e'f, �¢¢ 3 • i 3 ] iigg J p{ t 9131; i p4a a ad`s a$� is i gB{i 5EE 4 A € 11,la€AS� to sea8 E E H it - C.:0 I" 1 i•B ��' S i � taii a e'f, �¢¢ 3 • i 3 ] iigg J p{ t 9131; i e€ a ad`s a$� is i?3E � gB{i 5EE 4 A € 11,la€AS� to sea8 I'r3 a f s ,i It it �E._�__J • iai,. I I ------ e " I H it - C.:0 I" -- ------ H it - C.:0 I" 11 s� r.LEGEND /If AI h( I t 1.14 / r - A / 1 / / i / -1 / 1 , �; FOUND OPEN IRON MONUMENT »— STORM SEWER A � � `\ UNLESS SHOWN OTHERWISE L _ L, _ / / I „ �r n r ♦ I _ " I '-' > SANITARYSEWER I -r n Proposed Street L J ' l l I -- O SET 1/2 INCH X 14 INCH IRON I WATERMAIN -r r - I r 1 L i i , , / �'. \�/ I `.I _ Easement ------- IL-I ' MONUMENT, MARKED "L548988" . . \$ l .r --->----->-- MAPPED SANITARY SEWER L " ELI AS 1, GAi O 20 , m ,/ �__ 1o.s'As 1022- 0 ,� O FOUND CAST IRON MONUMENT LLE — UNDERGROUND ELECTRIC �yll•-- .. �, I L - O O i, O AS to-�D—O/ 1 -- -- - 13"AS1 _ /_ / �/ X73.5"AS 7� - ` t 1 AS p S- _ w` _ WL_ .. - �� I 155'AS1 __„---r p�- ' FOUND STONE —DAs— UNDERGROUND GAS r- 1z"A to2zR n" o t ... — t - - o9ot / — -- I —, 25% _ - _ _ ORD DOCUMENT TEL UNDERGROUND TELEPHONE N Y ,_— , V r ✓ 11 5'A51 h-/ / / / -- _/_ �/-1024T T- — -- �— --I I / e/ /i I - RECORD r . t-- �- ` a I THSo ELEV ® THRESHOLD Gi OVERHEAD UTI _ITY / A / v r r r 1._ L_ -} I� / / 10'001'�- v 10261 I - I �_ I .. I I IIF A1-+ TMH TOP NUT HYDRANT —O—O— CHAIN LINK FENCE 7 13.511 1'801 \ 1— �- •/.. / /\. / /.. as I ��rr � —o--ro Egrp'y-h'c6'C--o�1022- CATCH BASIN —WOOD FENCE � a STORM MANHOLE CONCRETE CURB .. -` - / 588°29Y6� 1o2s ZOaSB / / ce I `< O SANITARY MANHOLE RETAINING WA'_L RIM=1021 36 / ` 15'• RCP INv=1017.87 I ,011 / '`5MH HYDRANT BITUMINOUS r 15256 \ - - - - - - - , z5 wA T� ' I RIM=t Dz2 08 D4 GATE VALVE CONCRETE (` t0 •jL 5" S 1 STMH _ ly' jNV=100804 - �„ r i- - - - - - �� - �- - - - - - • RIM-t°2nr�- I1" / / j .,: f EXISTING BUILDING 29 \ ' ` 2 -1028 +�...., INV=101691 - 1 :� Ai n 5'wA 1- iNV-1o16 67 W TUQcr:O ® ELECTRIC METER / Y , INV -1005m 0 GAS METER v=tool N. S °O ._9'11 - CONTOUR I to 1o_gs 1 ' I� ,972.5 SPOT ELEVATION GUY WIRE / I 1 A 1•( Y LIGHT POLE CONIFEROUS TREE 1 �� `. +1sy'ASI ' AY A` -� I \ -� Gwrr r. h j., c � li, i I ` 1r 2s"wA t/ I. Qj POWER POLE ` M TELEPHONE PEDESTAL T 1 ` ( ( I O / L SITE DATA DECIDUOUS TREE tom_ 1 -Z�- �1;';; • SERVICE CLEANOUT _ / r3"AAS— -25 Areas LouCKS 1i \ ^ ,r �' Lot 1, Block 1 = 15,148 +/- square feet or 0.35 +/- acres ® ADDRESS POST As ASH MA MAPLE■St I nj O,j %1 v a J Lot 2 Block 1 = 15 079 +/- square feet or 0.35 +/- acres I / \- % \ I " � HH HAND HOLE Ap APPLE PI PINE Lot 3, Block 1 = 18,012 +/- square feet or 0.41 +/- acres !� �_ \-/ 1 ' Via, Lot 4, Block 1 = 47,843 +/- square feet or 1.10 +/- acres • CURB STOP ao BOXELDER WA WALNUT PLANNING _ _ /�` rV OUTLOT A = 26,297 +/- square feet or 0.60 +/- acres CIVIL ENGINEERING of EL ELM so SPRUCE /_ _ 03 I Total Plat Area = 122,379 +/- square feet or 2.81 +/- acres LAND SURVEYING E 13p79 h l4 • _ _ _ ENVIRONMENTAL Y �A — — — — — Ha HACKBERRY LANDSCAPE ARCHITECTURE DESCRIPTION OF PROPERTY SURVEYED 7200 Hemlock Lane, Suite 300 19"MA 1 `\ % V' Q r 2r'wA 1 (Per Schedule A of the herein referenced Title Commitment File No: 2164018-14405) Maple Grove, MN 55369 I � %\ - - 763.424.5505 ` A t, ` i I O 016 ; That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota, described as follows: www.loucksinc.com a' oo I — -1036— 1-. — — / ` �` ._- I i — Beginning at the Northeast corner of said Southeast Quarter of the Northeast Quarter; thence Southerly along th•� East line of said Southeast Quarter of the / L n Northeast Quarter to a point 660 feet North of the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the S wA 1 South line Southeast Quarter of the Northeast Quarter a distance of 281.07 feet; thence Northeasterly to a point on the North line of said Southeast Quarter %I i I I i 10'8 of the Northeast Quarter distance 198.0 feet Westerly from the point of beginning; thence Easterly along s ad North line 198.0 feet to the point of beginning, except the North 50.0 feet thereof, Carver County, Minnesota. I 1 As z •_ � Y � — I? .1040 Records of Carver County, Minnesota. 15'As 1' .1 / �- �I 4 I / I I CADD files prepared ul the Consultant for this project are *` - -1p38- - �- I _ GENERAL NOTES inumumentsof he Consultant professional services for use solely ` 1 J t 1 on respect to this project These CAD° files shall not be used �d ` I 042 ° I ��\ SURVEYOR: OWNER/DEVELOPER: notherprojects,foradditionstothisproject,orforcompletion _ s °sem J Q. 1 / of this project by others without written approval by the X1040- �- Consultant With the Consultant's approval, others may be I Y iiiiiiiiiiiiiiiiiiiiiii_ I ,� / Loucks Ken Ashfeld permitted to obtain copies of theCADDdrawing files for information and reference only. All Intentional or unlnrentional i Y _ _ _ _ _ _ _ I / 7200 Hemlock Lane, Suite 300 6480 Yosemite Ave. y I SQ•��' � I � } / ' y � ewsions, additions, or deletions to these CADD files shall be Maple Grove, MN 55330 Chanhassen, MN 55331 made at the full risk of that parry making such revisions, additions i/ Owner- Mark R Rondo// 763-424-5505 or deletions and that parry shall hold harmless and indemnify the `I. 4, 2s'aD t 1."Sp , y — 1ot2 — _ � ,"A/ 612-581-8716 Consultant from any &all responsibilities, claims, and liabilities. 0Ir 64, �_r I I T +176 Ap 1 \' 1. Prepared October 13, 2020. • r-4 5 10/14/20 PRELIMINARY PLAT ISSUED / /►� I /- 1\1 _ r_-� I i I 2. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conductin 1 the fieldwork is 6840 Yosemite Ave. \ vp\ l, 3. The Gross land area is 122,379 +/- square feet or 2.81 +/- acres. •-li /e`-`\04. The bearings for this survey are based on the Carver County Coordinate System NAD 83 (1986 Adjust). \ 14" to 1044Iry-_?5-_�5. Benchmark: MnDOT GALPIN MNDT RESET 3175'11_+ .� Elevation = 951.47 (NAVD88) .Q4Y�Site Benchmark: T.N.H. on the east side of Yosemite Ave and 150.0± feet south of the driveway entrance to t 1e subject property. S v _ I2Y_ __fiOoxutility eoseI I \ i oq! I -, uE Doc.No.184214 levation = 1027.88 (NAVD88) _ \ 1`+1\ \\ ,o��,�•� �tl/ l pO�O � '•• • I / 6. We have shown underground utilities on and/or serving the surveyed property per Gopher State One -Call Ticket Nos. 202402368, 202402364. The As — following utilities and municipalities were notified: hereby aerti y that this survey, plan or report was I � / / - - - - - - - - - - prepared by me or under m direct supervision and that / gg / �—------- p v f?�/ / ° I E 0 13 ;'ASI1� / `7 Centurylink ) '10 _ am a duly Licensed Land Surveyor under the laws of \ Ci of Chanhassen (952)227-1300 Centu link 800 778-91/- the State of Minnesota. 215°EL 1 + S N7015 R , , Mediacom (952) 443-2840 Center Point Energy (612) 321-44::1 / /y�N�• Xcel Energy (800) 895-4999 Max L. Stanislowski - PLS d \I\�dg` 39m106•z+/' _ _ _ t wo� / 1 License No. 48988 utility eosement per �l -c_ L o N�2�9 a10 / t°A� I i. Utility operators do not consistent) respond to locate requests through the Gopher State One Call service for surveying purposes such as this. Those Date 10/14/20 Doc.No. 184215 O t tY P Y P q 9 p Y 9 P P INV N88,29'16"!� 8044 IOAo/ -, ; i utility operators that do respond, often will not locate utilities from their main line to the customer's structure or facility. They consider those utilities • • • c ` 1 _ I " rivate" installations that are outside their urisdiction. These " rivate" utilities on the surve ed roe x ad oinin ro erties, ma not be located \c., 4-y2 Y--- �— -- P 1 P Y P P rtY J 9 P P Y ` I a\ n I e. / / o3e `- P P P Y Y 9 q Loucks Project No. 20327 W ` , since most operators will not mark such "private" utilities. A private utility locator may be contacted to inv asti ate these utilities further, if requested S \ \ i00 148 a`%?:, / // / ` X036" i by the client. Project Lead MS \ i�l lost- o ii. Maps provided by those notified above, either along with a field location or in lieu of such a location, are fiery often inaccurate or inconclusive. Drawn By NL EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE Checked BY MS REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 811 or (651) 454-0002. Field CrewMA '' i Owner- Kathryn J & Luke P Berscheit a 040 — / // / /��° / I 1018 I 6. Trees shown hereon are 8 inch diameter at breast height or greater. Other trees, less than 8 inches, may be on site but are not shown hereon. VICINITY MAP r >Mai FXSTIaDn 7lNc / I 1 7. Terms and Conditions of Easement Agreement dated June 27, 1994, August 25, 1995, as Document No. 184 ?14. Shown hereon along the west side of the property. r `] 63rd 5t 0 30 60 8. Terms and Conditions of Easement Agreement dated June 27, 1994, August 25, 1995, as Document No. 184!15. Bat m Shown hereon along the west side of the property. ° I Qat -- SCALE IN FEET a I �I ilw _ _ _ _ - 1-- 9. The work was completed on September 15, 2020. SITE e fie82 fd/ *E ty I � to —------------ Ly PP 10. The sanitary sewer linea ears to be outside of the easement at the SE corner of Lot 6, Block 3, PHEASANT HILLS 4TH ADDITION C� o Q)PROPOSED DRAINAGE AND UTILITY EASEMENTS ARE `yam I ZONING INFORMATION eC// 36 SHOWN THUS: (NOT TO SCALE) I I i 1 I Current Zoning: "RR" (Rural Residential District) �. Ft- 5 I Any zoning classification, setback requirements, height and floor space area restrictions, and parking requirements, shown hereon, was researched to the I I I I best of our ability and is open to interpretation. Per the City of Chanhassen Zoning Map and City Code, on October 12, 2020, information fcr the subject 5-�I - I I property is as follows: t0 I I 10 i I j I I I -Edge of wetland as loccted by Current Zoning: "RR" (Rural Residential District) Proposed Zoning "ll (Rural Single Family District) _--1--J L--�--_ 1 I I I KJOLILCENVIRONMEN -AL Owner. SusanJorgens: PRELIMINARY •• L — ; SERVICES COMPANY CITY OF CHANHASSEN if — — — — — — — — — — — — — — I on os/23/2020 I �l Current Setbacks: Proposed Setbacks: BEING 5 FEET IN WIDTH, UNLESS OTHERWISE -_� -" - - - - - - _ _ _ _ _ i • Front 50 feet Front 30 feet RECEIVED PLAT INDICATED AND ADJOINING LOT LINES, AND - - - - - -� Side 10 feet Side 10 feetOCT. 16 2020 BEING 10 FEET IN WIDTH, UNLESS OTHERWISE I N87°1Z 2O , Rear 50 feet Rear 30 feet INDICATED, AND ADJOINING RIGHT-OF-WAY I A A / -/- I / r - A / , s A Iw 281.07 / Height 3 stories or 35 feet Height 3 stories or 35 feet - LINES, AS SHOWN ON THE PLAT. I / tyl / h -I I- - / V / / l / \ / -'- r , n r . / , -- CHANHASSEN PLANNING DEPT 0 • CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2020-22 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, November 17, 2020 at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for the rezoning of property from Rural Residential (RR) to Single -Family Residential (RSF) and subdivision of 2.8 acres into four single-family lots and one outlot with variances located southeast of the cul-de-sac for Wood Duck Lane and west of Yosemite Avenue (6480 Yosemite Avenue). Property Owner: Kenneth Ashfeld & Barbara Bersie-Ashfeld. A plan showing the location of the proposal is available for public review on the city's web site at www.ci.chanhassen.mn.us/2020-22 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Sharmeen Al-Jaff Senior Planner Email: SAl-Jaff(a)ci.chanhassen.mn.us Phone: 952-227-1134 (Publish in the Chanhassen Villager on November 5, 2020) g�NNED g:\p1an\2020 planning cases\20-22 deer haven 6480 yosemite avenue sub\ph notice to villagecdocx 0 • CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2020-22 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, December 1, 20M at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for the rezoning of property from Rural Residential(RR) to Single -Family Residential (RS F) and subdivision of 2.8 acres into four single- family lots and one outlot with variances located southeast of the cul-de-sac for Wood Duck Lane and west of Yosemite Avenue (8980 Yosemite Avenue). Property Owner: Kenneth Ashfeld & Barbara Bersie-Ashfeld. A plan showing the location of the proposal is available for public review on the city's web site at wwwci.chanhassen. mn.us/2020-22 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Bob Generous Senior Planner Email: bgenerous@ ci.chanhaecnn.mn.us Phone: 952-227-1131 (Published in the Chanhassen Villager on Thursday, November 19.2020: No 4956) SCANNED Affidavit of Publication Southwest News Media State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly sworn, on oath says that she is the General Manager the news- papers known as the Chaska Herald and the Chanhassen Villager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as amended. // (B) The printed public notice that is attached to this Affidavit and identified as No.YTlo was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abcdefghijkhnnopgrs rya Laurie A. Hartmann Subscribed and sworn before me on this 1ftf' day of `oi(QLi.4�, 2020 Nlic oc !� e..®rr.a JYMMEJEANNETTEBARK irNOTARYPUBLCMINNESOTA &tea'"`y MY COMMISSION EXPIRES 01131123 RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................. $31.20 per column inch Rate actually charged for the above matter .............................................. $14.03 per column inch 0 • Affidavit of Publication Southwest News Media State of Minnesota) CITY OF CHANHASSEN )SS. CARVER & HENNEPIN County of Carver ) COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE EB GIVE 2 Laurie A. Hartmann, beim duly sworn, on oath says that she is the General Manager the news - NOTICE IS HEREBY GIVEN g y y g that the Chanhassen Pluming papers known as the Chaska Herald and the Chanhassen Villager and has full knowledge of the Commission will hold a public facts herein stated as follows: hearing on Tuesday. November 17, 2020 at 7:00 p.m. in the Council (A) These newspapers have complied with the requirements constituting qualification as a legal Chambers in Chanhassen City newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as Hall, 7700 Market Blvd. The amended. purpose of this hearing is to consider a request for the (B) The printed public notice that is attached to this Affidavit and identified as No.�{ q y � int of property from Rural was published on the date or dates and in the newspaper stated in the attached Notice and said Residential(RR)to drub Family P Pape Residential(RSF)andsubdivision Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of of 2.8 acres into four single- the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both family lots and one outlot with inclusive, and is hereby acknowledged as being the kind and size of type used in the composition variances located southeast of and publication of the Notice: the cul-de-sac for wood Duck Lane and west of Yosemite Avenue abcdefgh;jkhanopgrstuvwxyz (6480 Yosemite Avenue). Property Owner: Kenneth Ashteld & Barbara Berrie-Ashteld. A plan showing the location of the proposal is available By for public review on the city's Laurie A. Hartmann web site at wwwci.chanhassen. mn.us/2020-22 or at City Hall during regular business hours. Subscribed and sworn before me on All interested persons are invited to attend this public hearing and express their opinions with h respecttar eenpMro-daff this day of 020 ----- Senior Planner JYMME JEANNETTE BARK Email: SA1-Jaffe ci.chanhassen.mn.us NOTARY PUBLIC - MINNESOTA Phone: 952-227-1134 (Published in the Chanhassen . MY COMMISSION ORRES01131/23 Villager on Thursday, November #N.blit 5.2020: No. 4947) RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................. $31.20 per column inch Rate actually charged for the above matter .............................................. $14.03 per column inch >jw.ilTv�a 0 • CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2020-22 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, December 1, 2020 at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for the rezoning of property from Rural Residential (RR) to Single -Family Residential (RSF) and subdivision of 2.8 acres into four single-family lots and one outlot with variances located southeast of the cul-de-sac for Wood Duck Lane and west of Yosemite Avenue (6480 Yosemite Avenue). Property Owner: Kenneth Ashfeld & Barbara Bersie-Ashfeld. A plan showing the location of the proposal is available for public review on the city's web site at www.ci.chanhassen.mn.us/2020-22 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Bob Generous Senior Planner Email: bl;enerous&i.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on November 19, 2020) g:\plan\2020 planning cases\20-22 6480 yosemite avenue (deer haven) sub\ph notice to villager - revised for 12-1-20.docx SCJANNED CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ( ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly swom, on oath deposes that she is and was on November 19, 2020, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of a Public Hearing to Consider a Request for the Rezoning of Property from Rural Residential (RR) to Single -Family Residential (RSF) and Subdivision of 2.8 Acres into Four Single -Family Lots and One Outlot with Variances Located Southeast of the Cul -de -Sac for Wood Duck Lane and West of Yosemite Avenue, Planning Case No. 2020-22 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Kim 'f. Meuwissen, Deputyerl SCANNFr_} Subscribed and swom to before me this day of 2020. (Seal) 4 Notary Public ��yNN�� c JEAN M STE "NI ar caw�ru� ear. a.n a1. This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City tices not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arse out of the users access or use of data provided. This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City tices not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City tices not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents. or third parties which arse out of the users access or use of data provided. ((TAX—NAME)) ((TAX—ADD—Li)) ((TAX—ADD—L2)) ((Next Record a«TAX NAMEu aTAX_ADD_L1» ((TAX—ADD—L2)) Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, December 1, 2020 at 7:00 p.m. This hearing may not Date & Time: start until later in the evening,depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. The purpose of this hearing is to consider a request for the rezoning of property from Rural Residential (RR) to Single -Family Proposal: Residential (RSF) and subdivision of 2.8 acres into four single- family lots and one outlot with variances located southeast of the cul-de-sac for Wood Duck Lane and west of Yosemite Avenue. Property Owner: Kenneth Ashfeld & Barbara Bersie-Ashfeld Property 6480 Yosemite Avenue Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the ro'ect. If you want to see the plans before the meeting, please visit the city's Proposed Development webpage at: www.ci.chanhassen.mn.us/2020-22. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at bgenerous@ci chanhassen mn.us or by phone at 952 - Comments: 227-1131. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the city's website the Thursday prior to the Planning Commission meeting. NEWI Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/noti!yme to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim uses, wetland Alterations. Rezonirgs, Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City Comprehensive ordinances require all property within 500 feel of the subject site to be notified of the application in writing Any interested party is invited to attend the meeting. • Staff prepares a report an the subject application that includes all comment information and a recommendation. These reports at, At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. available by request. The item will DB opened for the public to speak about the proposal as a part of the hearing process. The Commission will dose the item to the City Council. The City Council may reverse, affirm a modify public hearing and discuss the and make a recommendation wholly or partly the Planning Commission'a recommendation. Ramnings, land use and coda amendments take a simple majority vote of the City Counal except rezonings and land use amendments from residential to commerciagindustrial. • Minnesota State Statute 519 99 requires all applications to be processed within 60 days unless the applicant waives this standerd. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson lrepresentative is encouraged to provide a contact for the ally. Often developers are encouraged to meet with the neighborhood regarding their proposal. Stag is also available to review the project with any interested pereon(s). • Because the Planning Commission holds the public hearing, the City Counal does not. Minutes are taken and any correspondence regarding the application will ba indudetl m the report to the City Council. If you wish to have something tow Included in the report, lease contact the Planning Staff person named on Me notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, December 1, 2020 at 7:00 p.m. This hearing may not start until later in the evening,depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. The purpose of this hearing is to consider a request for the rezoning of property from Rural Residential (RR) to Single -Family Proposal: Residential (RSF) and subdivision of 2.8 acres into four single- family lots and one outlot with variances located southeast of the cul-de-sac for Wood Duck Lane and west of Yosemite Avenue. Property Owner: Kenneth Ashfeld & Barbara Bersie-Ashfeld Property 8480 Yosemite Avenue Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens W Wthe 1. Staff will give an overview of the proposed project. Meeting: at g: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the ro'ect. If you want to see the plans before the meeting, please visit the city's Proposed Development webpage at: www.ci.chanhassen.mn.us/2020-22. If you wish to talk to someone about this project, please contact Bob Generous by email Questions & at bgenerous(Mci chanhassen.mn.us or by phone at 952-227-1131. Comments: If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the city's website the Thursday prior to the Planning Commission meeting. NEWI Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/noti me to si n u i City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Cor oilional and IMenm Uses, wetland Alterations, Rezonings, Code AmerMments require a public hearing before the Planning Commission. City Comprehensive Plan Amendments and ordinances require all property within 500 test of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on me subject application that induces all parment information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to amok about the proposal as a part of the hearing Process. The Commission will close 0e public hearing and discuss the item and make a recommendation to the City Council. The City Counal may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments lake a simple majority vote of the City Council except rin,wings and land use amendments from residential to commercialllndusttial. • Minnesota Stele Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any Person wishing to follow an Item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesp amoNrepresentallve a encouraged to provide a contact for the sly. Often developers are encouraged to meat with the neighborhood regarding their proposal. Staff is also available to review the fill with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondences regarding the application will be induded in the report to the City Council. d you wish to have something to be included In the report, lease contact the Planning Stag person named on the notification. TAX -NAME TAX _ ADD _Ll TAX _ADD _L2 SITEADD PIN HOME PARTNERS GA 2015 LLC 120 S RIVERSIDE PLAZA STE 2000 CHICAGO, IL 60606-6995 1691 PINTAIL CIR 256070180 IRENE TRICK 141 CHONG-ZHONG ROAD, ZUOYING DISTRICT KAOHSIUNG 81361, TAIWAN R.O.C. 162163RD ST W 254150041 JASON A LEPAGE 1610 63RD ST W EXCELSIOR, MN 55331- 1610 63RD ST W 257970020 JAY MEYER 161163RD ST W EXCELSIOR, MN 55331-9001 161163RD ST W 258050011 STEPHANIE A GOLDMAN 1611 ANTHEM PL EXCELSIOR, MN 55331 1611 ANTHEM PLAC 250650040 AARON N MAKI 1616 W 63RD ST EXCELSIOR, MN 55331-9002 1616 63RD ST W 257970010 CHRISTINE ANN BURY 1620 63RD ST W EXCELSIOR, MN 55331-9002 1620 63RD ST W 256710120 BRADY LINDEMANN 1620 ANTHEM PL EXCELSIOR, MN 55331-4306 1620 ANTHEM PLAC 250650110 SOLUM AND CULLEN REV TRUST 1630 63RD ST W EXCELSIOR, MN 55331-9056 1630 63RD ST W 256710110 AMY EBERT HAGGERTY 163163RD ST W EXCELSIOR, MN 55331 163163RD ST W 254150040 JOELARNASON 1631 ANTHEM PL EXCELSIOR, MN 55331 1631 ANTHEM PLAC 250650060 ANN NYE REV TRUST 164163RD ST W EXCELSIOR, MN 55331-9001 164163RD ST W 254150012 DESIREE ZIMMERMAN 1641 WOOD DUCK LN EXCELSIOR, MN 55331 1641 WOOD DUCK LN 256070220 TIMOTHY 1 LINDQUIST 1650 LAKE LUCY RD EXCELSIOR, MN 55331-9023 1650 LAKE LUCY RD 250033800 KATHRYN MULCAHY 1651 ANTHEM PL EXCELSIOR, MN 55331-4306 1651 ANTHEM PLAC 250650080 WILLARD & SHIRLEY AJOHNSON 166063RD ST W EXCELSIOR, MN 55331-9056 1660 63RD ST W 256710100 AIMEE ROESLER 1660 ANTHEM PL EXCELSIOR, MN 55331 1660 ANTHEM PLAC 250650100 ADAM JOHN PETERSON 1661 WOOD DUCK LN EXCELSIOR, MN 55331 1661 WOOD DUCK LN 256070210 WILLIAM P STROUT 1R 1670 LAKE LUCY RD EXCELSIOR, MN 55331-9023 1670 LAKE LUCY RD 250033200 MICHAEL T& LYSSA LCAMPBELL 1671 PINTAIL CIR EXCELSIOR, MN 55331-9098 1671 PINTAIL CIR 256070200 TRUST AGREEMENT OF ROBERT & PATRICIA DEV 168163RD ST W EXCELSIOR, MN 55331.9001 168163RD ST W 254150010 PHILIP C & MARGARET MARSTON 1681 PINTAIL CIR EXCELSIOR, MN 55331-9098 1681 PINTAIL CIR 256070190 ROBERT A & LINDA M GUNDERSEN 1690 WOOD DUCK LN EXCELSIOR, MN 55331-9093 1690 WOOD DUCK LN 256070120 BART T& ANNE17E R ELLSON 1700TEALCIR EXCELSIOR, MN 55331-9097 1700 TEAL CIR 256070110 NEIL R & KATHLEEN CAULEY 1701 PINTAIL CIR EXCELSIOR, MN 55331-3100 1701 PINTAIL CIR 256070170 VIJAY VENKATARAMAN 1710 TEAL CIR EXCELSIOR, MN 55331.9097 1710TEALCIR 256960020 SHERYL K LARSON 1711 WOOD DUCK LN EXCELSIOR, MN 55331-9076 1711 WOOD DUCK LN 256070160 PAUL ORVIS TWENGE 1720 WOOD DUCK LN EXCELSIOR, MN 55331-9077 1720 WOOD DUCK LN 256070090 SUKO BUDIJONO 1721 WOOD DUCK CIR EXCELSIOR, MN 55331-9096 1721 WOOD DUCK CIR 256960010 NICHOLAS WALSTROM 1721 WOOD DUCK LN EXCELSIOR, MN 55331-9076 1721 WOOD DUCK LN 256070150 MICHAEL A & KERRY K PUZAK 1730 WOOD DUCK CIR EXCELSIOR, MN 55331-9096 1730 WOOD DUCK CIR 256070050 GREE JORGENSON 1731 WOOD DUCK CIR EXCELSIOR, MN 55331-9096 1731 WOOD DUCK CIR 256070070 DAVID W & HOLLY A JUDD 1731 WOOD DUCK LN EXCELSIOR, MN 55331-9076 1731 WOOD DUCK LN 256070140 YUNSHA HE 2841 COACH CT CHANHASSEN, MN 55317 166163RD ST W 254150011 TRAVIS ROBERTSON 3662 SHADY OAK RD MINNETONKA, MN 55305 1601 ANTHEM PLAC 250650030 TODD D BOGEMA 6371 YOSEMITE EXCELSIOR, MN 55331-9044 6371 YOSEMITE AVE 250023500 HUE & CATHERINE 1 LAM JT REV LVG TRST 6401 YOSEMITE EXCELSIOR, MN 55331-9036 6401 YOSEMITE AVE 250023200 CHARLES B HEBERT 6411 YOSEMITE EXCELSIOR, MN 55331-9036 6411 YOSEMITE AVE 250023300 SCOTT LHENRY 6420 YOSEMITE AVE EXCELSIOR, MN 55331.9037 6420 YOSEMITE AVE 258050020 VICTORIA ANNE SIMPSON 6430YOSEMITE EXCELSIOR, MN 55331-9037 6430YOSEMITEAVE 258050030 DONALD M & CAROL OELKE 6431 YOSEMITE EXCELSIOR, MN 55331-9036 6431 YOSEMITE AVE 250022700 MICHAEL RISHAVY 6440 YOSEMITE AVE EXCELSIOR, MN 55331.9037 6440YOSEMITE AVE 256850010 DAVID L PETERSON 6451 YOSEMITE EXCELSIOR, MN 55331-9036 6451 YOSEMITE AVE 250022500 MARK R RANDALL 6460 YOSEMITE EXCELSIOR, MN 55331-9037 6460 YOSEMITE AVE 256850030 KATHRYN J BERSCHEIT 6470 YOSEMITE AVE EXCELSIOR, MN 55331-9037 6470 YOSEMITE AVE 256850040 KENNETH ASHFELD 6480 YOSEMITE AVE EXCELSIOR, MN 55331 6480 YOSEMITE AVE 250033500 RYAN WILLIAM YANKOUPE 6481 YOSEMITE EXCELSIOR, MN 55331-9036 6481 YOSEMITE AVE 257860010 SUSAN JORGENSEN 6510YOSEMITE EXCELSIOR, MN 55331-9038 6510 YOSEMITE AVE 256850050 CHRISTOPHER PAULSON 660 N 2ND ST UNIT 305 MINNEAPOLIS, MN 55401 1641 ANTHEM PLAC 250650070 MCDONALD CONSTRUCTION INC 7601145TH ST W APPLE VALLEY, MN 55124-5511 1591 ANTHEM PLAC 250650020 EDWARD S RUEDA 7604 IROQUOIS AVE CHANHASSEN, MN 55317 1621 ANTHEM PLAC 250650050 ERIC BULL PO BOX 672 CHANHASSEN, MN 55317 1661 ANTHEM PLAC 250650090 MCDONALD CONSTRUCTION INC 7601145TH ST W APPLE VALLEY, MN 55124-5511 1580 ANTHEM PLAC 250650120 JAY MEYER 161163RD ST W EXCELSIOR, MN 55331-9001 6410 YOSEMITE AVE 258050012 AI-Jaff, Sharmeen From: Ken Ashfeld <KAshfeld@maplegrovemn.gov> Sent: Friday, October 30, 2020 8:55 AM To: AI-Jaff, Sharmeen Cc: Todd McLouth; Goodrum, Tom (tgoodrum@loucksinc.com) Subject: Deer Haven Application Sharmeen, In light of some new information as it relates to the integration of some elements of a public street within our Deer Haven subdivision and variance application, please accept this as a grant of a 60 day extension to the current 60 day application review process. If there is anything more that you need from me now, while we make certain modifications to the application, do not hesitate to contact me. Respectfully submitted, 49�4-� d4'14 Ken Ashfeld 6480 Yosemite Excelsior, MN 55331 SHEET INDEX CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET L1-1 TREE CANOPY PLAN 1-2-1 LANDSCAPE PLAN 1-3-1 LANDSCAPE DETAILS DEER HAVEN CHANHASSEN, MN PRELIMINARY SUBMITTAL: PRELIMINARY SITE, GRADING, UTILITY, LANDSCAPE & PLAT ,KHII V PI �x •r_ a� TOCDAIIL AWL f PROJECT AREA CONTACTS OWNER KEN ASHFELD 6480 YOSEMITE AVE. CHANHASSEN, MN 55331 CIVIL ENGINEER LOUCKS 7200 HEMLOCK LANE SUITE 300 MAPLE GROVE, MN 55369 TODD MCLOUTH, PE TEL: 763-424-5505 ■ LOUCKS CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 72M H—I-k Lan Surte 300 Maple Gmve MN 55369 763424.5505 _ I ... k -- ll -0 -M PRELIMINARY SUBMITTAL L. H P 20393 ON 11-09-20 Lavotr P,,-1 Nc 20327 Dram By TRG CM1xked By TWM Ferew Dne 11-09-N VE COR SHEET C1-0 E%ISTING CONDITIONS PIAN CT -2 DEMOLITION PLAN C2-1 SITE PIAN C3-1 GRADING 6 DRAINAGE PLAN C3-2 SWPPPLAN 0-3 SWPP NOTES& DETAILS UTILITY PIAN TCat DETAILSNI:ET Ll -1 PY TREE CANOPLAN u-1 LANDSCAPE PLAN "I LANDSCAPE DETAILS DESCRIPTION OF PROPERTY SURVEYED 1 \\ \ \NI ` _ \ (Par Schedule A of the Andean referenced Title Commitment Fla No: 216101&14405) \ \ \ = _ _ _ _ \ \ This part & the Southeast Quarter of the Northeast Chamber of Section 3, To o 116, Range 23. X \ — _ \ Carver County, Minnesota, desalbed as follows: Beginning at the Northeast Cerner of said um IMID 3o m / SCALE IN FEET i■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL )Hq Hemlod Lane, Suite 300 Maple Grove. MN 55369 263 424.5505 www.loucksmc<om 11-00.20 PRELININAe`5J6ME7A, NEW l-"s-li� 83 Ca 01 Enures Palen „- Roj lead Pawn By IRM Ch -ked! Bya TAM Review win Review 11a9-20 C0.1 COVER SHEET EXISTING CONDITIONS GENERAL NOTES Xcel Energy (BOD) 8953999 Boo / - - - - 1. The address, R died card in documents provided to or obtained the surveyor, prow by you. er observed One Call ser for surveyingpurposes suchas this. Those utility open tout that do respond. I South ant Quarter of the Northeast Quarter; thence Southerly along the East line of said So east Owen of the Northeast Quarter to a point 660 feet North of the Southeast corner of said Southeast Quarter of the Northeast Charter, then- Winery par lfal with the South line Stutheart Nrt distance of 2810) feet, thence Northeasterly to a paint on the Quarter Northeast Quarter \ whin conduc0rg he fieldwork is 6840 Yosemite Ave. en der th wart pi t nmllat M t utsid h i 'sol R These f \ / -- most operators II t hsuch p t utilities,At, t uulrtyl at may be \ of e a North line of said Southeast Quarter of the Northeast Quarter distance 198.0 find Westerly hmn the The bearings for this survey are baud on the Carver County Coordinate System NAD 83 (1986 ( ` I Maps provided by hnotified b ndIng with a field location -in lieu f such a 12-1 located, ry often inacciddet.- I . EXTREME CAUTION MUST BE Adjust). EXERCISED BEFORE AN IXCAVATION TAKES PLACE ON OR NEAR THIS SITE BEFORE / \4. \ point of beginning; thence Emery along Siad North line IWC feet to the point of beginning, \ \ 1 I I / / «�e — -' V\ 1 / — _ — _ _ — — \ [the North 50.0 feet thereof, Carver Cou eatap our. Minnesota. \ 1-ir Shown he.. along the wast Yde of she property. [once to he subject property. B. Terms and Conditions of Easement Agreement dated June 27, 1994, August 25, 1995, or I Document No. 184215. Elevation- - 1827 88(NAVD88) g' \ Records of Carver County, Minnesota. 9. The field work was completed on September 15, MM. 10. The sanitary sewer Ine appears to be outside of Has easement an dor SE comer of Lot 6, Book 3. I S. We have shown underground utilities on and/or carving the surveyed property per Gopher 1 !I h I cuL eOou raDplrz IMID 3o m / SCALE IN FEET i■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL )Hq Hemlod Lane, Suite 300 Maple Grove. MN 55369 263 424.5505 www.loucksmc<om 11-00.20 PRELININAe`5J6ME7A, NEW l-"s-li� 83 Ca 01 Enures Palen „- Roj lead Pawn By IRM Ch -ked! Bya TAM Review win Review 11a9-20 C0.1 COVER SHEET EXISTING CONDITIONS GENERAL NOTES Xcel Energy (BOD) 8953999 Boo / - - - - 1. The address, R died card in documents provided to or obtained the surveyor, prow by you. er observed One Call ser for surveyingpurposes suchas this. Those utility open tout that do respond. ' tenwll mloeat unlith h - r to the t saiucmre facility. They whin conduc0rg he fieldwork is 6840 Yosemite Ave. en der th wart pi t nmllat M t utsid h i 'sol R These f 2. TM Gress Wdarea is 1Z3,3T9 r/-squwafM or 2.11/ --ansa most operators II t hsuch p t utilities,At, t uulrtyl at may be C6-1 3. The bearings for this survey are baud on the Carver County Coordinate System NAD 83 (1986 ( ` I Maps provided by hnotified b ndIng with a field location -in lieu f such a 12-1 located, ry often inacciddet.- I . EXTREME CAUTION MUST BE Adjust). EXERCISED BEFORE AN IXCAVATION TAKES PLACE ON OR NEAR THIS SITE BEFORE / \4. Benchmark: MnDOT GIMNDT RESET d8 HOURS IN ADVANCE AT 811 m (651) 454.0002. f 6. Trees shown hereon are 8 inch diameter at breast height or greater. Other tees, less than e Elevated - 951 47 (NAISIDI 1 / 9. Telma and Condones of Easement Agreement dated Jure 27,1994, August 25,1"1 as Site Bendmrk:T.NA. on the em side of Yersen:te Ave arsd Net sound of the connote,I/ D«ument No. 184214. 1-ir Shown he.. along the wast Yde of she property. [once to he subject property. B. Terms and Conditions of Easement Agreement dated June 27, 1994, August 25, 1995, or I Document No. 184215. Elevation- - 1827 88(NAVD88) g' r 9. The field work was completed on September 15, MM. 10. The sanitary sewer Ine appears to be outside of Has easement an dor SE comer of Lot 6, Book 3. I S. We have shown underground utilities on and/or carving the surveyed property per Gopher 1 !I h I cuL eOou raDplrz State OdI Ticket Nos. 202402368, 202402344. The following utktes and mumci,ldes were notified: nl r City of ChddNda n 1952)W-1 300 Cenuryfink 1800)"&9110 Mediacom 1952) 443-2810 Cern Point Energy IMID 3o m / SCALE IN FEET i■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL )Hq Hemlod Lane, Suite 300 Maple Grove. MN 55369 263 424.5505 www.loucksmc<om 11-00.20 PRELININAe`5J6ME7A, NEW l-"s-li� 83 Ca 01 Enures Palen „- Roj lead Pawn By IRM Ch -ked! Bya TAM Review win Review 11a9-20 C0.1 COVER SHEET Cl -1 Xcel Energy (BOD) 8953999 Boo I3213421 ii Utility operation do nor consistentlyrespond to locate requests through the Gopher State C2-1 One Call ser for surveyingpurposes suchas this. Those utility open tout that do respond. C3-1 tenwll mloeat unlith h - r to the t saiucmre facility. They C3-2 en der th wart pi t nmllat M t utsid h i 'sol R These f nvautilitiestheeyed property di Ig pr pert y t be located since of-pfte C4-1 most operators II t hsuch p t utilities,At, t uulrtyl at may be C6-1 ntacte l to investigate those unlmes further,(eq t d by thed' t - ( ` I Maps provided by hnotified b ndIng with a field location -in lieu f such a 12-1 located, ry often inacciddet.- I . EXTREME CAUTION MUST BE 13-I EXERCISED BEFORE AN IXCAVATION TAKES PLACE ON OR NEAR THIS SITE BEFORE DIGGING. YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST d8 HOURS IN ADVANCE AT 811 m (651) 454.0002. hs'7 h 6. Trees shown hereon are 8 inch diameter at breast height or greater. Other tees, less than e inches, may be an Ste but are not shown hereen. 9. Telma and Condones of Easement Agreement dated Jure 27,1994, August 25,1"1 as As I D«ument No. 184214. 1-ir Shown he.. along the wast Yde of she property. - B. Terms and Conditions of Easement Agreement dated June 27, 1994, August 25, 1995, or I Document No. 184215. Shawn hared. along the wast dna of the property. r 9. The field work was completed on September 15, MM. 10. The sanitary sewer Ine appears to be outside of Has easement an dor SE comer of Lot 6, Book 3. PHEASANT HILI 411-1 ADDITION -\I h I cuL eOou raDplrz ®Gopher StatOne. Call doN .1 TREE IJ ,., no ori /L IMID 3o m / SCALE IN FEET i■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL )Hq Hemlod Lane, Suite 300 Maple Grove. MN 55369 263 424.5505 www.loucksmc<om 11-00.20 PRELININAe`5J6ME7A, NEW l-"s-li� 83 Ca 01 Enures Palen „- Roj lead Pawn By IRM Ch -ked! Bya TAM Review win Review 11a9-20 C0.1 COVER SHEET Cl -1 ForSTNG CONDITIONS PLAN Cl -2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C}3 SWPP NOTES 8 DETAILS C4-1 UTILITY PNN C6-1 DUAL SMEEI L1.1 TREE CANOPY PIAN 12-1 LANDSCAPE PIAN 13-I LANDSCAPE DETAILS T I / \ I / 1 I / � SITE DEMOLITION SPECIFICATIONS- 1- CONTRACTOR STATE R[AOSE ANDIOR RELOCATE DEALING PRIVATE UTILITIES AS NECFSSNBY, CONTRACTOR TO COORDINATE AUfVRES WON UTILITY CIX.WANIES, E. CONIRACIOR SE4LLEPROTICISURFACE AND XIB.SIBNACf FEATURES NOT NOTED EOR REMOVAL. S CONERAUOR TO CTFAR AND GROB[R6TNG VEGETATgN WITHIN COIEIRU PLAIN TANTS,S1RR'TOPSOIL AFA DEROS IE CONTROL ER IO q GRMINMENTS AND SWPPP FOR SEgMEN[AND EROSION CON1R01 3 RfQl11RfMENIS. p L CUAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SIZE DEBRIS PRIOR EY IO GRADING. RL REMOVED MATERIALS L BE HAULED FROM 1 HE $111 DAILY. EROSION COMROI. MEASURES SHAI L BE IMMEDIATELY MAKESHIFT) UPON e REMOVAL. SEE THE STORMWATER 10LLUt1ON PREVENTION PLAN(SWPPF2, q ' 5. CONTRICTOR SHALE REMOVE ALL SHE SURFACE TU I URES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. i 6. 11POWNCNI5 PAVEMENT REMOVALS ARE TO BE MADE TO A VERTKAL SAW CUT OR TOA NW MILLED EDGE. Z CIO CItHE PAVEMENT,SIDEWALK, CURB AGUE I ER AND OTHER POURIO CONCRR[ ITEMS ARE TO BE REMOVED TO AN EIBSTING EXPANSION OR CONIRAC HON IOINI. SAW (LET AS NECESSARY FOR A NUT EDCi Of REMOVAL- B. EMOVALB. ALL REAHNAL III MS SHALE BLCOLdE THE PROPERTY O THE CONTRACTOR UNLESS SPECIFIED OTHERWISE AND SHALL BE DEPOSED O Of -SITE IN A MMNER MEUING ALL APPLICABLE REOIW IONS. 9. THE CONIRACICM SHAUL 81 RESPONSIBLE FM IM RFMOVAI AND RFIUCEMENI O ALL MC . MABBEEM. ITC_ 10. ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SNAIL BE THE RESPONSIBILITY Of THE CONTRACTOR AND SHALL BE REPAIRED OR Rf CEO TO ORIGINAL CONDITION WITH NO ADDITIONN COMPENSATION. DEMOLITION LEGEND - CW REMOVE LXRIING CONCRI IE PAVING. CIA EXISTING SIDEWAERS, EIANDS, FTC Cl -2 REMOVE EXISTING CURB 8 DIRER. a.aaaaa.aeaa.ae RE TMNING WALLS. PAVE~ O.1 GRAGNG B ORNNAGE PLAN MAXRJ. F. WOOD PENCE. ® UC BLAME EXISTING $1KA7 SNPP NOTES B DETAILS SEMW[ OR SLWfR.OL WAtfR STRIXIURf. UTIILIV PIAN Co -1 qV REMOVE EXISTING IKE CANOPY PIAN u-1 R L3.1 LANDSCAPE DETAIL5 LNI BLFf%E K1U OI(.. * Gopher State One Call �� 1W1\CIITAPFA'.MIi54UNI 1fX1 fPEG Idy35]-Ileo WARNING LLWYRI1 . (SITING. LtG TIRY wul caulOAn MnH At, m COwnrm N Mu.1�A.R.:I1Ra mixt Nu/aallRauTRXam uR. un M CMpKlft 9WL (ONIMT UA9 AAn O CNI At 6514,a , AT DMT a 1KX� x NT. rw TIR LCf 1An6 a w 1,r.oncRauro wrss. WL5.CPGNI; NRS.MWMn.vNYEp011 RR. TM AM5T V[[s LLIp1 MCMIIACIM 9W1 WAIO NDA[t rnl Vnln 1)AWnJl1 PRNGcd6ltlRlW Al rocOSTm MPV1lt 0 30 60 SCALE IN FEET i■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 1200 Hemloek Lare, Suhe 300 MaPle Glove. MN 55369 261A3R5505 xv'w bucksirc .c W lMRT111AIEY16101'6_i De: 11A9-; L -US Pgea: Nm 2032/ Project Lead TVM Dawn By TRG Chehed By TWA Review Dale 11L940 CW COVER SHEET CIA EXISTING CONDITIONS PIAN Cl -2 DEMOD PIAN C2-1 SDE PLAN O.1 GRAGNG B ORNNAGE PLAN C3-2 SWPP PIAN C}3 SNPP NOTES B DETAILS Cal UTIILIV PIAN Co -1 DETAIL SHEET .1 -TREE CANOPY PIAN u-1 LANDSCAPE PLAN L3.1 LANDSCAPE DETAIL5 I I I I I -No C. b-9at/d yueyl 1 C. -SEI IYI -J _ , Ye'1'm )d 2IOr2 \ PC3SSIBLE FITNRE RUNNING WALL I 1 I 1 � BR I 1 1 , reY I 1 1 � I I I I I 1 1 1 1 I I I I 1 I I J I \ SDE PIAN I GRADING & DRNNAGE PLAN C3-2 30.0 1 WD ' E\SFMENT UNE \ PLAN I \ DETAILSHEET L1-1 TREE CANOPY PON I I I R21 I I BOUND.WYIIM 1 I 1 I EDGE OE BHS 60. PAVEMENTAWMEEF 1 I I I I I 1 I L____________________________J 60/ BLVD 6E.o_ r 16 BSBL � I IP REFIRME EX. PAVEMENTS \ • CURB FOR SANITARY SEWER CONNECTION I pa M Opiate d eAMln Sen^^*ar `i I 30.0 — � LM LINE I r _M I 1 I IWO 4 � I I DW.S $ I 10)1, N I Few, III %I 1509 S I / I I PBWO R i0ro°n9e 6 UdNr —1 L E9as„NI PRM4 ROAD 0or A o.o 0 30 60 SCALE IN FEET STORM POHD-----------� • • 1 I I I I I I I I I I I I I I I I I I I ne I I 1 I I I i I I e I I I I I I I I Ne I I I I I 1 & I I I 1 1 I I I i I I 8 I I I g I I 1 a I I I I 1 1 I I I I I 1 I I I \ I I I I 1 1 —Te1 I 1 1 I I I I I I m I I I I I I i I _ _ _ _ _ _ _ _ —L — —CENTER U 1NGR0 UT _ 1-- _ O f 'It�I p� 3 GENERAL NOTES 1. MrmFSorn STnTE srATu1E REWNES NOTrluilq+rtR GONIER srniE ONE EAu•PRxx ro CONMFNOM:ANY t'ingN4, gGVATM3N qt UNDERGRWND WORK 2 MCONIRSLIOR 4441 FRIDPERRYtIX rp MDE ATRJF6Cf EIL611NGURN6Al0 TCPoQGWRC FgIt RES FRIEIR TO CCANENCFMNI M C0F6rRLIC1IW ALIMIY. M CONTRACTOR ANTI NOTIFY Ilrt [NGIItLR OF.WY DFiIX(PAK350R VARwrgIK {RCM M INNS 3, THE CONTRACTOR SHALL IAKf ALL PREUUTNNIS NFCf(SUfY TOAVgU PROPERTY DAMAGE TO AWUMFROKRTIESDURINGMCOIdTRIIC PIIAYCf TH6PRO" nRCONTRACTOR WILLMMLDRF4JN51&EIMt ANYDAMA(iSTOADINEMP .TESCKY.R DIRJNG THE THE "EASE OF .6 PILOT,. l M CONTRACTOR WEI BE RFSPONSIBI F FOR PRUN.I : AND MMMAINING TRADE COMB X 015E 5 SUCH S BARRICADES, WARNING ARMS, DIRECTIONAL SIGNS, "AGMLN AND LIGHTS TO C(MIIRIXTILL MOVEN(NT OFLR WTRRE IiCLRARY-"ACI Ci THEEIRVILF594LLL BE APORMT BY11 if ENGINEERPRIORES TADEPART EE OC CONTROLIATIONT5 NEED m6ceM ro THE APPRCwRwrt MINNESOTA tRPNLtN[HT OF TRnNwOR1ATpN STANIwLDi. 5. BJ ACCORDANCE WITH I GLPRRAILY ACCEPTED CONt5TRUCHON PRACTICES, THE CONFUNTFCR W81 BF SOLELY AND 1. IIIISE RE V Fall HY CONFND ON M TOB SIIF.IIJOVgNG SAFETY DC NLKR50NSAWMCNROMRIW.TWKRFORMAN(FOEtWW IHISREWFIEMENT WILLA CONTINIJIXIRYVYIINOTBELNIITEDTONCWANINgRRRXi MMIRS. 6. THE grtYOF THE THE]O OR THE DEVELOPER TO CONDUCT CONSTRUCTION RENEW OM CONTRACTORS KRIORMMCT 6 NOT INTENDED TO BEELUM RENEW O M ADIWACY O THE CONTRAMORS SAFETY MLWRES IN, OR NEAR THE CONSTRUCTION SITE. 1- KIM[ BEGINNING cgd1RI1CIgN THE CONTRACTOR SENH INSTAL ERENIONT AND 5ED1nENTAT1ON CGMRO MEA4RE51N ACCORDANCE WITH NEVES PERMOT REQl1YFMFNIi BEST MANAGEMENT PRACTICES, STATE AND IDEAL REQUIREMENTS AND THE COUNTS 511O•VH ON M DETAIL SHUTICI OF M PRO ECT PLANS. 8. ALL CERRHOUFJON PERMITS, AIRIUTRDNS AND I TL ARE EHE RESP .BUTYO THE CONTM:,0 . 9. ALL INTRANETS AND COMECIICNS TO LED STREETS SHALL 01 CONSTRUCTED PERM REMMEM ENIS Ona SINE AND LCCAE JURESM PUNK M COREDWETU R SIMD BE REVYMN4" E FOR NL FRI AND NOTIFICATIONS AS REARED. I V ALL STREET REPMES AND PATOIMG 51411 SE KRFOVND KR THE REWNEMaNTSOF INE CITY. ALL TRADR CONTRO SHALL BE RONDED BY THE CONTRACTOR AND SIAL l BE DFA9L6HEO KR TM REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TIM FK CONTROL E VIES IMUTCDI AND THE CITY. THIS SHNL INCL DUE VL SIGNAGE, BARRICADED. FLASHERS AND NAGGERS AS NEEDED. ALL PURSUE SHEETS NMLL R (MN 10 TRAFFIC AT ALL TALES 16 ACIDS] VI OSTIAL STRUCTURES, WILL KIM R AND MWATE TO THE PROPO9n CRABS MERE DEHURKD AND COMPLY WrtH Nl RICIA RENFNTS OF M UTILITY OMaA. STRUEEMES BE1Nc RESIT TO PAVED All MAST MET OMNERS REQUIREMENTS FOR TRAFFIC LOADING. 12.E%6NHG TERE)QU IYPROVIDED BY LWC13 ASSOCIATES, TOPOGRAPHIC SURVEY DaTTD 11131416. I4 13.w OREADE REPNNTRn SHALL RE PO{ORMLD INncraRD,ANO WITH MINUET 2113.4 TOP FKl NMLL F cwvAGKDro 1m61Y M nNNONRD vaocroR gNslrr. _ 14 AGGREGATE RASE BALL BE MNDOT 2211 C MI5. COMNACUON, 41 BE BY THE Q1IALDY _ COE'ARBDN AUTDO. _ _ 15.KAM MIRED BFNMINous PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANQ WITH MNDOT 2340 WITH MIR OSIGN AS SHONN ON THE DEINLS COMYAFTEN SHAD BE BY IHR ORgNARY vAjl - EOMPncT. METHOD. 7 i - 16 CHEERED CURB B GORIER SFW I BE KRFORNFDIN ACCORDANCE WITH MFDOT 2531.a. SH41 BE BY ITS MEMBRANE CURING ARTHUR. EXPANSION RENTS EYTRY NO FEET AT ALL FWD I:T°I DORCIS CGWIRACTRMNUIMSEWITY IDFELF 12.CONCAETE W.Wt SHALL M KRFCRI.IED IN ACCORDANCE WITH MNOOT 2521_ CURBLG NAIL SE BY 5 M MEMBRANECURINGMULDH XPANNONIONTSM ALL FMSOSECR. CONIRA<"IICH RIMS ENTRY 5 EFT. _r E---_ _ _ �� 18.Wp,�EU11R5 Aw2AM-2 PM IMOIp,Ar-FRx3An ANDR VA -2 PMtSATLIRD,ArJANIKKR II I II NDIES LA P.EOUR[D FatzAnNDAr waw:. i19.11E CCINIGCIOR MUST HAVE A CITY LICENSE, / I i ID.A OIY RB.MCf.WAY KWI 16 REWIRED TO WORKING WIIMN Off ROW. \ I I SITE PLAN LEGEND - %I O BRUWFUl16 PAVEMENT 4 � rDUwc. Gopher State One Call !� SITE NOTES 1. ALLPAV,CONCREFEMRB,GUTTERMDSICCWNR9ALLBEFURNISMDAND _ IF6FNFD IN ACCOIMNO WDH M gTN591GWN PERM MAR 4IEFUS AND %AIUGENT, ERsHicnaH KWREMEMi X26. I 2, ACEUNP.WWNG VU ACCE6BIF 0.OIfIf59W3 BE PROVIDED PER CTRwM ADA STANDARDS= LOCADSTATE REQUIREMENTS. ALL OUR ENMEN5UN5 SHORAN ART 1011E FACE OF EMS .MISS OHEMM }� NOTED N. ALL BUILDING DAEE61OF6ME TOM OUR Up FAQ Up .1 UNLEAS OTHETVBF PRIED. 5_ TYPICAL NIL SQED PNgNGSTNL 69 X 18 1 NUENNY IRRLSIQ NOTED. VL CURB RADA -1 BE Sp UMES OTHERWL4 NOTED. 'JYSY—IT'tAl3L 7. SEF SUFE EIERRIG4 HAN FOR SUFE LIGIRING. ,� � � � BwFERioNLollFcrlRluSrrEn,wFaRxlBgNcsTBADCR I WA[N!N 1 IIx .p IMUtw .11 ITT .. RATI W11 ALL L wv 1ofAlgrrt w R F .ASIUIwmc T1«w wie MNolce iLcem ..E Ea J \ TM ICH,' altll 9WL CCMACI 2Wart:ALL q[ fNL AD 0I4H Al IVSD N6. N ..LUB TM IDFA126 R E NL 111 FUl NEA _ FAOK ID`pHT5.KS1M411 mpAp64[ONRRP®EI6xlUB- 0.p6(TRYC 1tlNA MCOF1101MR MMT'F WREN WJMQD i■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL )ICO H—I-k ka ,SWI. 3EE) Maple Groae, MN 55369 763,434.5505 www.lwck-c. P'0 Gal 1-apts Real N: -....� 0—By TTRG C6epi HBy TRAM R—Dae 11 -09 -NI CD; COVER SHEET Ct-1 EXISTING COFADpNS PLAN CI -2 DEMOUTION KAN C2-1 SDE PIAN C3-1 GRADING & DRNNAGE PLAN C3-2 SZE PIAN C3-3 SWPP NOTES &DETAILS TUTILITY PLAN DETAILSHEET L1-1 TREE CANOPY PON U-1 LANDSCAPE PIAN L11 LANDSCAPE DISTILLS v A r_v v'a/ / v IT \ `{. — _ — _ I ,�\ L { ! ` { \,\\\ - GRADING, DRAINAGE & EROSION CONTROL NOTES 1. SPED [I NAT IONS RI I`RFS[NI FINISHED SURFACE CRADES. CA FVFION LINT, FACE (% BOB MNG, OR EDGE OF RAVIMF NT UNLESS OTHFRWDE NOTED. \ / F / / \\\� —_s _ 2 CATCH RAS ANCA M1NHIXES IN PAVED ARFAt4Wl NSlIMPE00.BifQI. ALL CATCH FARES _ IN W1T[PSSINLL B[wNPED016IFFY. RYAELWAT10NS5110WNpF%ANSDONOIRFfIFC \ \ \ Z 1 / /, /•—,./ \/I . \ \ \`\ — --* SOAPED ELEVATIONS.DEER H"EN \� > _ \ \ _ 1 / 1 v �• i //� / \ \ \ \ � _ _ _ 3- ALL DISTURBED UNPAVED AREASARE TO RECEIVE MINIMUM OF 4 WH13OF TOPSOIL AND y� N[MAUICHORSOD. TIE3E ARFASSTNLI BEWATERFDMAINFDBYTHECONIRACfMWit \.h�\�_ VEGETATION ISTST,LeLBN[D. OY — \\ l WAHF'RFTAININGwuL CWMDEASSLIAH GRMH n11aP 1.KE OF wN1LNOT lOP OF wuu.•Gw•EQunls wwna cRnDE niwul ErnLx lRaunaN.,wo xv EQuusslALFncE \ \\ \F\ \ `\ aID \\zz._ �—i/ \ \ \ I// _ � EmADE nl aonoM Ana IXwulnNOT BOTTOA OI BOCODwuLCIXIRi61. - ._-. ` \ \\\ \\ \ _f a l \1 I \\ /-1 / //-- s. STREETS YEAH ANCA SWEPT THRaIaD GHTHE DURATION Of CONSTRUCTION, \ \ \ \ I \ \ \ l wDHIN 24 HOURS YMENFVERTRACRNG OF SLUMfNTS OCCURS AND MONTE VIES ARE LEFT \ *\\\ I t / // \/ /'d'1 ,T/ IME FOR WEDUNDS AND fKKIDAY3. A REGILAR SWEETING KWOLRL WAT N FSTABIb%ED. - 1I==_ —_ / / /{\ /.a��`S)1 +y" Bx H \ `\n — _ _\ 6. DUST MUST BE ADEQUATELY CONTRCREEI. 'Tl•.. I� 1 t I I I I / �'/' //, 1 ,{/ F _ `) �— IYI♦_—_ �` q �r /// yC3 T SEF SNM1PP f[M ADDILRNNI FRO. UCFEFTRCK NOTfSANO RFOLIIRFAFMS. ,'; U 111(111 I i // / �• 1 I �1-F'!"' —'� B. SFE IIfl T'%ANS fORWATFR. STORM ANDSANDARY SEWER INFORMATNIN. t\ \�\ t 11 / '/ / 1 1 / 1 1 \ 1° _ 9. SFE SITE RFOR AN CURB AND BFIUMINTARIFFSTARIFFLOCATIONS. / ��\ I I /� ly _u_/ I ( /l ..] l f 4-> 1B. SEE IANOSCA% MAN fORFlWd WE STABILIZATION. T�F ■■ LoUCKS YI s ` y yam If I lJ GRADING LEGENDPLANNING S Ra ",AI 1 raB 1 II F 1 / 1 ` c awLENGINEERING IB3Z II Y \ ,` I I I II^ /— `/ PHASE I MINOR CONTOUR LANDSCAPELANDSURVEYING E PHASE IAWOR CONNECTOR ENVIRONMENTAL 72M Hemmer La sae 300 L A A I U A I I 1 I l ( I / N_/ PLEASE 2 MINOR CONTOUR Y Maple Grave, M 36 N 559 Y \ V 1 v/ I 1 I I 1 I I y h�w I I I 763424_s5oS PHASE 2 MOR CONTOUR xwwTc ulne,cm \�\ A\VAV�VA�V��yV� \� V `Ir �-- jtTT 111 V ( I I \ k \/�`� IaJSO I _ INE E.E YW.1 Gopher State One Cal l \ \ I \ e \ \ \\ \ \\\ \\\\\\ WARNING: TIHE:ntiw'�n. mTz ME a>m+aNmiER.ttEiEwiV11H N`i`�m c« s. N NIP \ \ \ \ I I 1 l \ I \ 1 A I03,.B - bi o° TNI camr n v«u cun>eE at®nMe t es��s.amz At ctBEADNLi ca.n.Iilr n�aruu vu�a'it'onu Al`Rau'sil'i`Lciusseer�ae g.IENERVORN «9NIL B..pImEAa M,V.[WIE. Y.M..SU 1 ` Y ------ ---t--L 1—}' .. --� wvPwTaamwlaw.l w°con,oTN°wxR IBzi. I ,@3.00 f 3B dddd I ifTo,Y It A 1 v v `v v v vv vvvv� �vv'"I�,__.;�%/�/ 14 ell `� j I J I I IBx,. I V J I I I \ \ I \ f I III / \\ \\ \\ I- / I I 1 \ \\ i 1 ; \\ \ v— \\ j /' f�'®% n. / T013Tm P Itvfw;m. ,OmmEY N. a tom.11 f SCALE IN FEET >. 110920 PREJMINAR" SUSSIMAL w -t]ta�yt4re.. 20383 D°T 11-09-M Loud. Pr°jen A. 20327 K.,tt Lead W V1 Dra.vn By TRG Cye of By TwM Review Date 11G.20 CIS® CI -1 EASTING CONDITION5 PLAN C12 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING 8 DRAINAGE PLAN C3-2 SWPP PIAN Cad SWPP NOTES A DETAILS C4-1 UTILITY PIAN CN DETAIL SHEET Ll -1 TREE CANOPY PLAN I3-1 LANDSCAPE PIAN L}f UNDSCAPE DETAILS \ 5 i 9 l / b3b046b-Rl�+i \ A A VA \V A AA\VA\VA VAV A R 1A \�1 �AA� �A A•VAV'�`VAAwA.. I I @ I' �R / EBWO C v'�v1' 0 /iN EbW� I \ _ d INLET'PROTECj A\ FNTRMICE RAD \ P M II—II INLET PROTiCl10N GENERAL NOTES SEE SHFUT 42}3 FOR SNPPP NOTES AND DETN6. GYL flpR YgIIIILI ® Gopher State One Call TaL n�LL imE3uniisiMO°°f wARP41Nc. MTI.T.. Lwl EE . IR GY1lG TER, L«... Ste ALL NH NI N� N.IHInP+cm AroIURRLLOC TW flIXS. 1 RaAtce Hu GCHiP $MIT . (ALL AT 151-4. AT .c Las HaLu HE LSCk1WTe Ea ALL I?MRCRWIN wRIs. UNES CESNI%iT IYLS W OTry ITIT T all .11. oui coTHE nnl Toi. AT NI TOTTISA ER w�LL she SWPPP LEGEND -a— 51L1ffHR ® INLET PRESFICIlON F.cONRLLL ERI ®R«C<ONS11RLCTION ENIR1111F 0 30 60 SCALE � i■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENNRONMENTAL 7W.I Lane, Sure 3W Maple Grove. MN 55369 ]63124.5505 www.I—k,SA — ,SNL Rqe� p ytf VG aTW R -E— M Review Date 11-0920 40.1 COVERSHEET C1-1 VISITING CONDITR)N5 PIAN Cl-] DEMOLITION PLAN C2-1 WE PIAN C}i \ `_ \\\ C3-3 SWPP NOTES 6 DETAILS C UTILITY PIAN Gb'I DETAIL SHEET LldTREE CANOPY PLAN 13-1 LANDSCAL"PN L11 UNDSCAPE DETAILS I IX - '� -- M II—II INLET PROTiCl10N GENERAL NOTES SEE SHFUT 42}3 FOR SNPPP NOTES AND DETN6. GYL flpR YgIIIILI ® Gopher State One Call TaL n�LL imE3uniisiMO°°f wARP41Nc. MTI.T.. Lwl EE . IR GY1lG TER, L«... Ste ALL NH NI N� N.IHInP+cm AroIURRLLOC TW flIXS. 1 RaAtce Hu GCHiP $MIT . (ALL AT 151-4. AT .c Las HaLu HE LSCk1WTe Ea ALL I?MRCRWIN wRIs. UNES CESNI%iT IYLS W OTry ITIT T all .11. oui coTHE nnl Toi. AT NI TOTTISA ER w�LL she SWPPP LEGEND -a— 51L1ffHR ® INLET PRESFICIlON F.cONRLLL ERI ®R«C<ONS11RLCTION ENIR1111F 0 30 60 SCALE � i■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENNRONMENTAL 7W.I Lane, Sure 3W Maple Grove. MN 55369 ]63124.5505 www.I—k,SA — ,SNL Rqe� p ytf VG aTW R -E— M Review Date 11-0920 40.1 COVERSHEET C1-1 VISITING CONDITR)N5 PIAN Cl-] DEMOLITION PLAN C2-1 WE PIAN C}i GRADING a DRAINAGE PUN c32 SWPPPUN C3-3 SWPP NOTES 6 DETAILS C UTILITY PIAN Gb'I DETAIL SHEET LldTREE CANOPY PLAN 13-1 LANDSCAL"PN L11 UNDSCAPE DETAILS SWPPP NOTES AND BVANCi AREAL Fitt Of AMIDIWLU R TFAPORARYRIX CONSERB MEN7RN9CE THE NOTICE CE TERMINATION AND MIST INITI DE. MR AND TIME OF ACTON. NAME OF %RSONI51 CONW(IING WORK FINDING OF ). INSTATE PAYMENTS PRDABRIUTEOCONORETEwMEIOR 1. THEN ROELOF THIS MOJFUWILLCON56T OF COFUlRI1C11NG A ROSDWLIII ND L ONAI GRADE SDL ATI PORTIONSOf THE SHE F(HI WFIIC.FIIHI %RMITIFFRRfSPONSIBIf. CONSTRUCTED AND MADE OPfRNMO%k1 Cb)CURRfM WITH THE STMT Of C WHEN AN INFILTRATION SYSTEM B EXCAVATED TO FINN GRADE RM WITHIN CURB AND GUTTER FOR A FOUR LOT RESIDENTIAL DEVELOPMENT WHFREAB. PERIOD TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT SORT p RMA UP GRADIENT OF THE POND. THE TEMPORARY EMPLOY RIGOROUS FEET OR HINAL CRMFE, THE DRIVEWAY CL HOME LY 6. With THE ROAD, 111 RUNS FOR NACRE LOTS ANU SLUING . SEDNIfN1A110N BASIN SHALL % TKWMO TO PREVENT SHORT EROSION %BVEMIOHA AND AN GEMET COMR015 [G?DNfRSKKJ BREAK) TO STORMWATER TREATMENT WILL BE ADDED A MLT FENQ TO Of REPAIRED, REPLACED. SUPPLFMFMED WHEN COUNTING. THE CATCALL SI NU BE DESIGNED TO REMOVE FL OATMLE DEBRIS, UP SEDIMENT AND RUNOFF COAWLEIRY AWAY FROM THE INFILTIN1 ION NOL REW110NAL, OR 113 FULL, WITHIN 24 HOURS 15. INSPECTIONS ALLOW TOR COMPILED DRAWOGWN Of THE POND FOR MAINTENANCE AREA. ME AREA MUST BE STARED Off AND ANRKED SO THAT IB,SW 3. THF INTENDED SEQUENCING Of ANIOR CONSTRUCTg14 ACTIVITIES ARE AS A INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY ACTIVITIES, AND HAVE ENERGY DISSIPATION. RIE EMERGENCY S%LIWAY SHALL CCNSIRILK DONE VEHICLES OR EQUIPMENT Wit L NOT COMPACT I HE SOIL IN FOLLOWS: PRF{gyS,RUOq IM OAMA AREA 0,21 REPRESMDATM 6 RE QUERELA. RE STABILIZED. AREA REVENT UENEUN 1. INSTALL VEHICLEIWE AROUND MP B, CL EVERY WYSAND WITHIN 3/11IXI85 OF IXDSURFACE C TEMPORARY SEDIMENTATION BUSIES SMALL BEDMUR Of THE INME VSYSTEM. THE D. TO PREVENT OFT TO 3. INSTALL 511 FIXLCAMNGA B.S WERNHWRRAN EVEM. FOLLOWING FLY BE DESIGNED BE WAILAVOIDD%M ANY RTRANDS, MUST ONE DEVIESAUC ASA GETATEDFit TER BEATMEM DATER 3, INSTAL PR TENCEMOCIEARCE FILTRATION ARFAf C CMICEEVERY 30DAT3 MPIGNfO WITH MEIONE, PACT KIN UNLESS MFIMPAR BIN COMPLIANCE WRH AVOID DMININGWOF THIS PERMIT THEREQUIREMENTS QUALITY QIMIITMATIR IL4,CAH STRIP, SMALLRUN SEDWENEAION FEE ELGT. CRIT STRIP.SER)TO 1. CLEAR AND GRUB Siff 5, RIP NDSTFCTNEFENCf AL ENTS LGPSOII D. FROZEN GROIINIT. gSSOONM RIINOfF QCIIBS OR %tpR TO RESUMING FROZE GROUNE: SUDIMESIXIMWATEI. D. Nf TINT ISNOT PROPERLY RUDER WELL HOT SURENTAIK3NBAGNOFORE RE OF fUDE&DON SYSFHf STORMWATER DISCHARGES INTO TARE IHfILTRA1XXl Of fllTWpCN 5V5iGl INTO THE R51 6 REMOVE EMOVEPY CONSTRUCTION IDI TO DISCHARGE B[%RMOlfD 10 DBCINROE E0.0MSltl. BE KR FROM CANUTEWE ), ROUGH CESDf ylf B IAYVNT CLEAN FIJI FOR REPLACEMENTI L IRfIKE 3YM RECORDSl"T INSPECTION AND ME NOTICE - 30. PO}I COMTRUCTION 9. INSIAR CULTURES TFAPORARYRIX CONSERB MEN7RN9CE THE NOTICE CE TERMINATION AND MIST INITI DE. MR AND TIME OF ACTON. NAME OF %RSONI51 CONW(IING WORK FINDING OF ). INSTATE PAYMENTS PRDABRIUTEOCONORETEwMEIOR INSPMC,IONS AND RECOMMENDATIONS POR CORRKTM ACTION, DATE AND L ONAI GRADE SDL MIT EENCE ESTANDMDI AMOUNT OF WNFNI EVfMSCAWERMANBS INCHES INA 24HIX81 ). CONSTROU STORMWARIZ NAMUEMENT BASINS EROSION CONTROL NANRY PERIOD 8, INSTALL SILT FENCE AROUND BASIN NUTFRO1LC310N IA 9. RLMOVE ACCUMUW ED SEDIMENT IROS BASINS SLUING AC 10. CONSTRUCT DURATEN RUMORS ,b. MINIMUM MNNTfNANCf I . AID AND MULCH A MLT FENQ TO Of REPAIRED, REPLACED. SUPPLFMFMED WHEN 12. WHEN ALL CONSTRUCTION ACTIVITY B COMPLETE AND I HE VETE B STMKMD, DETAIL SHEET NOL REW110NAL, OR 113 FULL, WITHIN 24 HOURS REMOVE MLT FENCE AND TEEMED ANY AREAS DISTURBED BY ME REMOVAL B. SEDIMENT BASINS DRAINED AND SMIME NI REMOVED WI4EN REACHES U2 3. VETE DATA, LANDSCAPT DUNES STORAGE VIXLWE REMOVAL MUST OF COMPILER WHHN 23 HOUR50f APGpREST URION DISCOVERY. PRF{gyS,RUOq IM OAMA AREA 0,21 C. SEDIMENT REMOVED) FROM SURFACE WATERS WITHIN DERWIN DAYS IMHWK)PERVIOUS POST{ONS,RUCEION TM%RVKKBARFA 82, AC M7 D. CONSTRIKTgN SITE FUNS INSPECTED. TRACMOSEDRAENT REMWED WEEK 24 HDRAM 1, PROVIDE COPIES OF EROSION LLSPfCIlON RESULTS TOCDY ENOKER FOR ALL GENERAL S00 TYPE: LOAM EVENS GREATER THEW)" N 24 TROOPS 4. HIRE LOCATION Of AREAS NOT TO BE g ltH D MOST BE IDENTIFIEDWITH FLAGS, STINTS, SIGNS, SRT TERI RC BOORF COI'81RIIC IqN BEGINS. 5. NL DISHEARBED GROUND Lf" INALTVE EOR SEVEN DI OR MORE DAYS SHALE BE STABILIZED BYA AINRI OR RWDING IONLT AVAILABLE PRIOR TO SEPTEMBER 151 OR BY MULCHING OR COVERING OR OTHER EQUIVALENT CONI ROL MEASURE, I,ON STORIES 31 OR GREATER MAINTAIN SHEET TEM AND MINIMIZE RK CS AND/OR GULLIES. ROPE LENGTHS CAN NOT OF CKWUR THAN 7511" mmDENOTES ROPES GREATER THAN 3:1. ALL 3:1 RCPES TO BE SIAIJAMIT WERE ERONON CONTROL BLANKET ALL STORM DOWNS AND INLETS MOST OF PROTECTED UNTIL NI SOURCES OF POTENTIAL OYHAR(A ARL STABILIZED. E_ TEMPORARY SOL 51OCKPI1I5 MUST NAVE EFFECTS RgWNi COAROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEM,. TEMPORARY STOCRMU WDlgllt SIGNFK'AW AMOUNT O MLT, CLAY, OR ORGANIC COMPOUNDS ARE EXEPMT EK: CLEAN AGGREGATE STOCK PILES, DEAKKLIgN CONCRETE STOCKPILES, WIND SfCCKPILES. 1). RECORDS MOST 1KEPT THE SITE DURING ANISTRUC1gFENJDMBY THE Q RECORDS MLBF BF KPI AT THE 511[ DURINGIRM OF THE SIN ACTMtt BY THE PERAtlPEERI WILD IAVf OPERATIONAL C(IMKIX OF THE MTF. 18. OWNFR MUST KEEP RECORDS Of All PERMITS REQUIRED FOR 114E PROJECT. TNF SWW'P. ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERAIgN AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST N RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE O TERMINATION, 19 SWPP MOST BE AMENDED WHEN: A THERE BACHANG[IN DESIGN, OPEWTION.MWNILNANCE. WEATHER OR AASONN CONDITIONS THAT HAS A SIGNIFICANT EFFECT 0 DKHMII B. INSPCHONS INDICATE THAT THE SNYAW R NOT EHECIM AND DBG:INRU 6 EXCLUDING WATER QUALITY STANDARDS C. THE BW S IN I M AYPP ME HOT CONTROLLING FORMAN1S IN URCHMLI5 ORRNOTCOEb WWITHTHETERMSANDCONDDRHBO0.1[PRMIt. 20. CONCRETE WALK mU A (,OWUTEWAM4W16NOTALLOLVD)ONMR 21. RUDE EVENT O EWWEMNGAWELLORSPRINGOOBNGCONSTRUCTION 9. WHSEIENEVER IA BLE, ER NOT MOST IOASERE) WHET THE BAMN CONTRACTOR TO CEASE CONSTRUCTION! ACTIVELY AND MODIFY ENGINEER. WHENEVER PoSABIE IF NOT PHSIBLL DMUSI BE TRFAT(O ATfH TH[APROPRNTF BMCS. 10. SOIDWAAEMUSTBf DISPOSEDIXPROPERLYANDMDSTCOMPLYWDHMPCA ORP SAL REOBRfMENTS. 11- "TIRWLWASHINGIXCO TRl1Il WHKTB.MTNLWITID70AMIMD AREA O 111E SITE. RUNOF MLBT RL PROPERLY COOMMEU. 12, NO ENGINE OCRfASINGRNIOTYLD ON SII. 13. THEOWNERWHOSIC THENMSPRMDAP "TIONRA%RMITTftA M RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS O THE PERMIT. THE OPERATOR (C(N4TRACTORI WHO SIGNS THE NPDES PERMIT APPLICATION ISA PERMITTEE FOR ALL APPLICABLE CONSTRUCTION ACINITY REQUIREMENTS FOUND IN SECTIONS 3, 4.424 O THE NPDFS PERMIT AND RpINTLY RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WI 111 I HOR"TECINS O THE PERMIT. 1/. TFRMNATMINO CCMRAGf FIRMITTEER1WR111NG iO TERMINATE COVENAG MU51 1 A NOTICETHifa DAYS AFTERONIO XFMPA. ALE FOLLOWING COMID I NOT WITHIN 3D, DAYS AFTER OJF OR ACMEO THE FIXLGN9NG CONDIIIO45 H.SV[ BEEN MEI: A FlNUTAMp RATION. PR NPDF$PRMN ACTION I}HM BEEN ACIM'ED ON ESTIMATED QUANTITIES DESCRIPTION UNIT QUANRTY TFAPORARYRIX CONSERB MEN7RN9CE FA 1 PRDABRIUTEOCONORETEwMEIOR EA NOT AUOWED MIT EENCE ESTANDMDI IF 2.3110 EROSION CONTROL NANRY 5Y - NUTFRO1LC310N IA 4 SLUING AC 124 33. flP IXTON MIB1 B2 %IOVIIXDMTHONNECTIONOR PR SURFACE ENTREAT DISSIPATION MTHN 21 FKKIR$ AFTER CONNECTION TO A MIRFAO WATER 23, fINNSTA LI T1 FINAL SIMILIZATION REQLBRLS IFNI Nl SOL D6IURBxK. ACV IMINE HAVE BEEN CCWIEURANDTIAL[SURBF(IMMNNSI WDRYAUMFOIMPRNNAL VfGf1AINl COVER WITH 70tiO Hit IXPCTIOUNAL ENNSIw.AND FLAT All PRMUNFWPAVEMENTSHAVEBEENIWfMLED,NITEW RYflWSSIWIBI REMOVED. DITCHES STABILIZED, AND ADWFW MAH BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASKS IN ORDER l0 RETURN THE POND TO DESIGN CAPACITY. 24. RMPDRARY SEDIMENT A I ION BASINS A THE TEMPORARY SEDIMENTATION BARNSSHALL BE CONSTRUCTED AND MADE OPERATIOMI PRIOR TO DISTURBANCE O 10 OR MORE ACRES DRAINING TO A COMMON LOCATION. B, TEMPORARY SEDIMENTATION BASINS ARE REQUIRED PRIOR TO RUNOFF LEAVING IHI CONST RUC TION 511E OR ENTERING SURFACE WATERS WHEN 10 OR MORE ACRES Of OWURIED SOILS DRAIN TO A COMMON I OCATION. THE BARN MIDST PROVIDE 1600 CUBIC IED, O SIOLSGE BELOW IIIL COURT PEE ACRE DRAINED. IF 11YDRM 11 K CAI ORATIONS ARE AVAIIABI E, THE TEMPORARY ADIMFNTAI ION BASIN MUST POVIDE A STORAGE VOLUME EQUNAIFHI TO THEE YLMC 24 CARR STOW, BUT IN NO CAR IES THAN 1Mq CUNC FEET PR ACRE DRAINED THE TEMPORARY RE W RATION BASIN MUST BE RECEIVING WATERS 25. DEWATERING AND BASIN DRAINING A TLIRBIDORSr'NIEWDEN.ATEnKR TEDTOUIWAIMNGORRAVN INNINING SHALL Bl11LSCH RGLD 70 A lFAPOINRY OR %RE.NNENI SEDIMENTATION BASIN ON THE M"ECI SITE UNLESS INFEASIBLE. THF TEMPORARY OR PERMANENT BASIN MAY DISCHARGE TO SURFACE WATERS If THE BASIN WATER MS BEEN VISUAL I CHECKED TO I%( BIT ADEQUATE TREATMENT HAS BEN OBTAINED IN THE BASIN AND TIME 1111 NUISANCE CONDITIONS WILL NOT RESULT FROM THE DER MARGE, DISCHARGE POINTS SHALI BE ADEQUATELY PROTECTED FROM EROSION AND PROPER VROCTtt LNSSIPATIONPROVIDEO. B. ALL WATER FROM@WATERING OR BASIN- DRAINING ACTIVITIES MOST BE RISE HARGETT IN A MANNER THAI DOLS NOT CAUSE NUISANCE CONDITIONS, EROSION IN THE RECEIVING CHANNELS OR ON DOWN ROPE PROPERTIES, OR INUNDATION IN WOIA UL51NG SIGNIFICANT ADVERSE IMPACTS TO THE WETLAND. C IF FILTERS WITH MORWAW WAI LRS ARE USED, THE BACKWASH WATER SHALL P DAUBED AWAY FOR DISPOSAL, RETURNED TO THE BEONING OF THE TREATMENT MMES.OR INCORPORATED INTO SHE N A MANNER THAT DOES NOT CAUSE COMFORT BACKWAW WATER MAY BE DISOARGED TOS ARMY RWER IF PERMISSION R GREANIED BY THE SANITARY MAYIR NORIC IM 26. POI MI MWINTNN4 A BUILDING PRODUCES THAT HAVE THE PORNML TO LEACH MRIETANTS MUST BE UNDER COVER TO PREVENT DISCHARGE ql PROTECTED BY AN EFFECTIVE MEANS DNQiEO TO MINIMIZE I ONTMC WITH AORMWATER. B PESTICIDE, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS MUST BE UNDER COVER. C IN)ARDOIS MATFRIALS AND TOXIC WASTE MUST BE%IOIFCIED TO PREVENT VANDMISM M SOLID WASTE MUST BE STORED, COLECIED AND DISPOSED Of IN COMP LANCE WITH MINN. R CH )035. L FORTMH I CLL IS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WELL NOT BF TIMED OR KNOCKED OVER SANITARY WASTE WEST BE DISPOSED O PROPERLY IN ACCORDANCE WIN MINN. R CH 2(PU F. DRRNRG O S%H FD OR I CAKED ORMICAI S. INCL DOING FUEL FROM ANY MFA WHIRL CHfABLMS OR flat MI I BE ICAN U OR LNI OARED SHALL BE PRfVENLED USING DNPPAM OR ABWRRE W5. REFPI IRS NNH Rf AVAILMIF ATARTIME510REANUP DLSCINRGEDMAIERALSANDMAIAN APROPRNTE DI, L WTHOD MLBT BE AVAILABLE FOR RECOVERED SPILLED MATERN15, 27. ORGNCALCLILATIONS TEMPORARY A PERMANENT SIORMWATLR TREATMENT ARE DESIGNED 10 MEET MPGA GENERAL A SPCW WATER REQUIREMENT. CARUILMLNLS ARE PART OF THF HYDROLOGY REPORT, WNRH B TO BE CONSIDERED PART O THE SOUP DOCUMENTS AE WOIOOGY REPORT FOR ADOTIONAL IWORAMTRTN. 28. NL REQI IIRfMf WS LISTED IN 5E(TIC6115i S),14,16-19.21.24 O THE PERMIT FOR DFSIGN O ME F13KA FNT STORMWATER MANA(SWW SYSTEM AND DLSCINRQ I WBEENNOUMDINTHFPEPARATIONOIHBSANP. T HESEINCLUDEBUYARE NOD 11M0tED TO A IME EXPECTED AMOUN I. I RLWLNCY, REFINERY. AND OIRA TION WECMTATION. B. THE NATURE O STLMMWATFR WINTER AND RUN{LN AT TM SITE. C PEAK TEM RATES AND SIORWATER VOlIMH 10 MINIMIZE EROSION AT ORLFR AND DONNSIRFAM CHANNEL AND S1PNA BANK E"FON D. THE RANGE OF RARE PARTICLE SIZES EXPECTED TO BE PERMIT ON THE SITE. 29. CONSIRURIONO FILIGTNN4 LAMINS A NO HEAW IRNFK ONfIl1RAINON MFA(CONSTRtClgNTOOtD E"H MINIMM COMPACTION TO FILTRATION AREAS. IF COMRACUDET 6 ENCOUNTERED. BASIN SO15 FOR THE FRUST 8 MOST BE REWNED I LEWD. B. IWIURA CRI SYSTEMS MUST NOT BE EXCAVATED TO FINAL GRADE UNIDO. THE CONTRIBUTING DRNNSG AREA HAD NEN CONSTRUCTED MD FULLY STAND IZED UNI FS RIGOROUS FROSN PREVENTION AND SEDIMENT CONIROIS ME MCALOEO VECTION 164). TYPE Of NAME OF WATER BODY WATER EWATER BOOY SPECIAL IMAIRED WATER TYPE OF WI TER CHRISTMAS ME TAKE NO ND T\NM LNOLUCY LAR ND ND )6T-1914)12 ENGNCERSNVP VN ANDERSON ROCKS 763-16 728 CONTRA m KNOW C12 SWEEP PIAN SIZE MANGER C41 L3FIITTY PENN C61 WIMnm M M1. aF.AT. V81811BN AO0M8M IIMPtlCnaPov� SHwFf 1W, ]' TSI. THE WATER QUALITY VOLUME THAT MUST BE BUMMED ON SITE BY THE MOIRE'5 PERMANENT SIORMWAUK MNNQMENI SYSTEM DESCRIBED IN SECTION 15 WAR BE ONE U I INCH Of RUNOFF FROM IME NEW IMEIMER 15 SURFACES CRNI LD BY THE PROBIT. SEE ACTION I5. FOR MORE INFORMATION ON INHURATION DESIGN. PROHIBITIONS AND APROPRW f SITE COWUN)NA 31. RESPoHSIBIIITIFS A. THE OWNER MUST IDENTIFY A CONTRACTOR WHO WILL WERSR THE SWPPP IM%LMENIAMON AND THE PRSON RESPONSIBD FOR INME010. AND MMEJTENANCE: B. THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPoESIOU FIM LONG TERM OPERATIONS AND WMERMANCE OF THE PRMUNENT SIOWNSATER AMNAGEKI NI SYSTENE 32- TRAINING RLOfMNTS 110. FRAIL IFM51 STALL ENSURE IK FOLLOWING INDIVIDUALS IDENTIFIED IN RIK PMI HAVE BEEN ERMINE N ACCORDANCL WITH IHR?HWIT S TRAINING REWIREMfMS. 1. WHO MUST BE TRAINED: A INDNIDLINRI PREPARING THE SAMP FOR TME PROJECT B. INDNIDLMLRI OVERSEEING IMPLEMENTATION OF, RFVLMNG. MDAIL AMENDING THE SWPPP AND INDNIDUAUER PERFORMING INSPECTIONS FOR THE PROTECT. ONE OF THEA INDNDWUSI MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS RIPON REQUEST BY THE SPCA. C. INDMDLMLRI PERFORMING OK SIIPRVRING 114E NSIALIAl10N, MVNTENANCE AND REPAIR OF 01,3. AT IFAR ONE INONDUAI ON A PROKT MUST BE TRAINED IN THES JOB DUTIES. 2. TWNING CONTENT: THE CONTENT AND EXTENT O EMINENT] MUST BE COMMENSURATE WITH THE INDNIDUAL'S JOB DUTIES AND RESPOWBRIIIES WITH REGARD TO AONITIFS COVERED LINDER THIS PR.WI FOR THF PROFC7 AT LEAST ONE INDIVIDUAL MEA T ON THE PERMITTED PROSECT SIZE FOR AVAVIIABLL 10 THE MELT SIZE IN R HOURS) MUST P FRANCE) IN THE JOB DUTIES DESCRIBED IN SECTION 2138 AND SECTION 21 K. 33. THE PRMNTEERI SHAI I E INSURE THAT THE INDNIDUN 5 MF LEANED BY LOCAL, AATL FEDERAL AGENCIES, PROD ESO)WSL OR 0[FOR IN11TIES MIH EXPERTISE IN DIOMON PEVENRON, SEDIMENT CONTROL, PRAMNENT STORMWATER M1NNAOFMFNI AND THE MINNESOTA EFTEANDS CONSTRUCTION S10RMWATER PRMIT, AN UPMTE REFESHER-TREINING MOST BE ATTENDED EVERY THREE (3) YEARS STARTING THREE (3) YEARS FROM THE ISSUANCE DATE O THIS PERMIT. 33_ LIST O CONTACTS TIRE NAME COMPANY PHONE NUMBER OWNER KEN ASUIRD C6ehad 8Y T\NM MICRO MANAGER FORD WLIXNH LOCKS )6T-1914)12 ENGNCERSNVP VN ANDERSON ROCKS 763-16 728 CONTRA m KNOW C12 SWEEP PIAN SIZE MANGER C41 L3FIITTY PENN C61 DETAIL SHEET LI -1 TREE CANOPY PLAN 12-1 APCA NHL. HAZARDOUS SPILL HOTLINE: 651-61Y54520f NN30798 SPECIAL AND IMPAIRED WATERS 1 E.[em,A P 4 ana i■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCMDECTURE ENVIRONMENTAL 7200 H-I.cH 6.e, S.,I. 300 Maple Grove, MN 55369 763.424,5505 www lo,csnccam Da D Dal IoW Pmlecc I- fsMlead 1,1- DNwn BE RG C6ehad 8Y T\NM Reaiew Dne 11-09.2D 00.1 COVER SHEET CIT EXISTING CONDITIONS PIAN Ct-2 DEMOUTION PIAN C2-1 RTE PLAN 23.1 GRADING B DRAINAGE PIAN C12 SWEEP PIAN C3-3 SWP NOTES IF DUN" C41 L3FIITTY PENN C61 DETAIL SHEET LI -1 TREE CANOPY PLAN 12-1 LANDSCAPE PLAN L}l LANDSCAPT DUNES NEW WATER SERVICE TO EX. HOUSE D HYDRANT W/GATE VALVE) I I 1 I I I I I I 1 V� \V BASIN 2 \, •,; `-agrrroM: 1024.0 I HWL: 1026.49 UTILITY NOTES IIT INSTALLED PER THE REQUIREMENTS OF THE WD IFKATIONSTHE MINNESOTA PiUMBMG CODE, I THE LOCA GOVERNING UNIT, AND THE STANDARD 1111LIllU SPECIFICATION CR THE CITY CENGINEERS 1 SANITARY SEWER& I I WATER SERVICE, TYP. I I' THE G OIECHNKAL REPORT, CR I STATE AND LIX'AL ILIRISDKTKONS. THF Cf1Y DEPARTMENT OF ENGINEERING AND BUILgNG I I RIM: 1025.2 I I I INV: 1022.02- I UTILITIES. I I 1 1 D HYDRANT W/GATE VALVE) I I 1 I I I I I I 1 V� \V BASIN 2 \, •,; `-agrrroM: 1024.0 I HWL: 1026.49 I yII CONNECT TO EX. SAKI, MH RIM: 1032.42 INV: 1022.00 ]C-80 LF - W 4C ER 0.409/6 I SANE MH 1 RIM: 10331 INV: 1022.' 1 1 - I SANI. MH 3 1_ RIM: 1043.0 1 INV: 1024.21 1 R CONTRACTOR TO COORDINATE RELOCATION OF TELEPHONE & 61'-10 PVC ®0.7% ELECTRIC AS NECESSARY 8' PVC WATERMAM I ''((1'' BAS 1 BOTTOM: 10 4.0 CB HWL: 1026.15 RIM: 1025.2 INV: 1021.99 T I I I I i I I I I X77 C4LB6ry(Yd11.YN Gopher State One Call TW ITPRE' x151 -R. t WARNING: 16[ COM-' S1''I "Al, BE BE. 60F C ERT, ItlI LOG11P6 LL d A BBERR; lmr SCALL ARHATE MAIN bun LlruRs B. IMMruNNr.11,l. NB�ILT ANo; aB macATlv+6+F 1PEA THE ONIM(TOB S,NH CCM ACI GOBIIFB SIAM RA GI.1 AT 6514ADWE Al TIME At µ711w5 W AOVST1 t Ip LIE .IX 'IONS IXLL AO.Y AA W WIRES, oNl All "Ry,yA,yKKSS sµVF5 Cq aT. t0YGI SIB111.1 RNON IwRII 114F1B�k ION , THAT, RH"R CB .,III TW Apbrt wIKN OAMALIO wcm1 TO THE MWH UTILITY NOTES YI INSTALLED PER THE REQUIREMENTS OF THE WD IFKATIONSTHE MINNESOTA PiUMBMG CODE, I THE LOCA GOVERNING UNIT, AND THE STANDARD 1111LIllU SPECIFICATION CR THE CITY CENGINEERS 1 SANITARY SEWER& I I WATER SERVICE, TYP. I I' THE G OIECHNKAL REPORT, CR I STATE AND LIX'AL ILIRISDKTKONS. THF Cf1Y DEPARTMENT OF ENGINEERING AND BUILgNG I I RIM: 1025.2 I I I INV: 1022.02- I UTILITIES. I I 1 1 1 I 1 I 5. A MINIMUM IX 18 POOREST OF WR11CAl5EPARATK?l AND 10 FEET Of HORIZONIAI SENA EATKON 5 I 1 1 I 1 I 1 MAY BE REQUIRED TO MAINTAIN A MINIMUM I VERTICAL SEPARATION TO SANITARY OR STORM 65'-8 PVC f5, 0.79E SI WER LINES. THE CONTRACTOR SHALL HELDAUJUSI WAIERMVN TOAVgD OT)WHICIS WITH SANITARY SfWF R. STORM SEWER AND SERVICES AS REQUIRED. INSULATION OF WATER AND I � 239 LF - 8" j I 1 1 PVC 0 0.40" j UNLESS OTHERWISE NOTED. MH 1 1 1 ..T JyJ RIM: 1029.0 I SANITARY SEWER FIRE,"35&SOH AO 8•DIAMETER I h INV: 1021.56 I yII CONNECT TO EX. SAKI, MH RIM: 1032.42 INV: 1022.00 ]C-80 LF - W 4C ER 0.409/6 I SANE MH 1 RIM: 10331 INV: 1022.' 1 1 - I SANI. MH 3 1_ RIM: 1043.0 1 INV: 1024.21 1 R CONTRACTOR TO COORDINATE RELOCATION OF TELEPHONE & 61'-10 PVC ®0.7% ELECTRIC AS NECESSARY 8' PVC WATERMAM I ''((1'' BAS 1 BOTTOM: 10 4.0 CB HWL: 1026.15 RIM: 1025.2 INV: 1021.99 T I I I I i I I I I X77 C4LB6ry(Yd11.YN Gopher State One Call TW ITPRE' x151 -R. t WARNING: 16[ COM-' S1''I "Al, BE BE. 60F C ERT, ItlI LOG11P6 LL d A BBERR; lmr SCALL ARHATE MAIN bun LlruRs B. IMMruNNr.11,l. NB�ILT ANo; aB macATlv+6+F 1PEA THE ONIM(TOB S,NH CCM ACI GOBIIFB SIAM RA GI.1 AT 6514ADWE Al TIME At µ711w5 W AOVST1 t Ip LIE .IX 'IONS IXLL AO.Y AA W WIRES, oNl All "Ry,yA,yKKSS sµVF5 Cq aT. t0YGI SIB111.1 RNON IwRII 114F1B�k ION , THAT, RH"R CB .,III TW Apbrt wIKN OAMALIO wcm1 TO THE MWH i■ LOUCKS PIANNING CME ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 72M HemmeL Lane. Sunt 3M Maple Gave. MN 55369 ]63.42,.5505 n.v I.uhsir,t [mm. UTILITY NOTES SEW. STORM SOWER AND WATMAIN UTILITIES SHALL BE FURNISHED AND 1. ALL ANDAN ER INSTALLED PER THE REQUIREMENTS OF THE WD IFKATIONSTHE MINNESOTA PiUMBMG CODE, THE LOCA GOVERNING UNIT, AND THE STANDARD 1111LIllU SPECIFICATION CR THE CITY CENGINEERS ASSOCIATION OF MINNESOTA ICFAM1, 2013 EDITION. a 2. ALL UULFTY HPE BIDDING STEAL BE COMPACTED SAND OR HER (iNNULM MARRIAI. ALL COMPACTION SHALL BE PERFORMED MR THE REQUIRWENT5 OF THE CLAM SPHIFKAUON AND THE G OIECHNKAL REPORT, 3. At I CONNlCIl0115 TO EXISTING UTILITIES SHALL of KRIORMED PER THE REQUIREMENT IS OF THE STATE AND LIX'AL ILIRISDKTKONS. THF Cf1Y DEPARTMENT OF ENGINEERING AND BUILgNG INSPFCTKN6 OURARW NI AND THE CONDRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOLIRSPRKORTOANYWORK WITHIN THE PUBLIC RIGLFTMWAY, CRWORK NWARING KIBLK RCP 00.5% UTILITIES. A ALL SIORM SEWER. ANDARY%WLR AND WATER MRVICIS SFNLL TERMINATE V OLOSI THE BUILDING FACE UNLESS OTHERWISE NOTED - 5. A MINIMUM IX 18 POOREST OF WR11CAl5EPARATK?l AND 10 FEET Of HORIZONIAI SENA EATKON 5 REQUIRED FOR AU DEFICITS UNLESS OFHERW6E NOTED, L. ALL NEW WATERMSIN AND SIRVICES MUST HAVE A MINIMUM OF 25 FEET CK COSTA. E%IM DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM I VERTICAL SEPARATION TO SANITARY OR STORM SI WER LINES. THE CONTRACTOR SHALL HELDAUJUSI WAIERMVN TOAVgD OT)WHICIS WITH SANITARY SfWF R. STORM SEWER AND SERVICES AS REQUIRED. INSULATION OF WATER AND SATASEWER LINES S ALL BE PROVIDED WHERE 73 FEET MINIMUM DEPTH CAN HOT BE NIRY INV: 1021.25 ATTAINED. ]. AIL FIRE INCREASED "LL BE LOCATED 5 LEFT BEHIND BACK OF NRB OR EDGE Of PAVEMENT UNLESS OTHERWISE NOTED. 11 L9 h1 PREUMINARYSUBMETAL 8. PROPOSED WE MATERIALS: WATERMAIN CL52M OR DERIVATIVE LF PVC ®0.40% SANITARY SEWER FIRE,"35&SOH AO 8•DIAMETER -8' 1•AM[TER WATEB SERVKT COPPER TYPE KMOK p ANDARr SEBVICt wCYH00 PTNAMfTER RIM: 1030.5 STOW SEWFR WC SIO IP DIAMETER STORM SEWER RLP 12'DAMIFFIR INV: 1023.25 9. ALL PORTIONS OF THE STORM SOVIR MTEM. INCLUDING CATCH BASINS, LOCATED WITHIN 10 I FHIOFIH[ BUIINNGMWAIERSERVICELINEMUSTBETESTFDACCORD, WITHMW A - RLILfS, PARI 015 2820 IO.AIL BONS AND CONNECTIONS IN THE STORM SOWER SYSTEM SHALL BE GASLIGHT OR ' WATERTIGHT ISLE MINNESOTA RULES, PART 015,07001. APIROVED RESILIENT RUBBER "NIS MUST BE USED TO MAKE WATERTIGHT CONNERKNLS TO MANIPLES, CKTCHBASINS, AND OTHER _ STRUCTURES. i■ LOUCKS PIANNING CME ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 72M HemmeL Lane. Sunt 3M Maple Gave. MN 55369 ]63.42,.5505 n.v I.uhsir,t [mm. 3_7 0 30 60 SCALE IN FEET 11 HICIDDE16111T POLYETHYLENE IICHO STORM [TIONS MOST COMPLY WITH MINNESOTA RULES IMET41iSp510 RPF50.1NCH IO 104DCH IN Sm MUST COMPLY WITH ASSERTED M252- H IN T MOST COMPLY WITH ASTM F2306. b PImUJNCHTO 60.1NCSR c ALL UFHNL3 MOST COMPLY WITH ASPM 03232. d_ WATfR-TIQTIOINISINUSTBEL35EDATMICONNFCTRONSIWLUDINGSTRUCTURES RCP 00.5% 12. CONIRACIOR AND MANHC E FABRICATOR SIML L SUMP 0 MELD ALL STOW SEWER CATCH BASIN CASTINGS WITHIN PAVEO AREAS ED, FEET OR 2-INCHF5 BEIM THE RIM f1 WATRON DFPICTFD OH THE DUTIES PLAN. INV: 1021.25 SL BE PERFORMEOKR THE REQUIREMENTS W THE CITY. 13- ALL STREET REPAB6 AND PATCHINGHAL AlL METC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER 11 L9 h1 PREUMINARYSUBMETAL THE REQUI REMENTS OF THE MINNESOTA MANUAL OF PINIFORM TRAFFIC CONTROL DEVICES SANT. MH 2 UAMUTCDI ANDPIECTN. THISSWLLLIWtUDFALISI .U,BARRICADES,FLASHEPSAND RIM: 1030.5 FLACFEKS AS NEEDED. ALL FORM STREETS SHALL BE OPEN TO TMfFC AT ALL TIMES. NO ROAD INV: 1023.25 CLOSURES SFNLL BF KRMDiFD WI1HOlfI TH[f%PRESSED AlR11gt1IYIX IX THE CITY. - I,.THE COY SENO OPERATI AH CATE VALVES. ' I5.0ONNEC110N5 TO [TESTING MANHOLES SfWL BE MAOF BY CORE DRILLING THE MANHOLE AT THE _ PROPOS ED INVERT ELEVATIONS AND INSTALLING A RUBBER BOOL. GROUT IN THE BOOT AND AN INVERT FOR THE NEW SEWER LINE. 16 FIRE HNGTHS SHOWN! ON LOU PIAN INCLUDE THE APRON SECTION. 17. WATERMAIN PINE SHALL BE DIP CRASS 52. INSTALLED WITH ).5 FEET IX COVER TO TOP PPE. FILINGS SHALL BE COMPACT TYPE ME AND FITTINGS SHALL HAVE A CEMENT MORTAR LINING CONDUCPNm SfuLE BE PRWIDLD BY WrLDED STRAPS ACROSS FACHICHEI.I 'WET -TAP CONNECTION __ W/8'GATE VALVE 18.IRENCH COMPACTION SFNLL BE 95%YUENDARD PROCTOR DENSRRYIN THE AREA FROM Hit PIPE\\. ACRI TO ZONEIOWHHIN3FEUT FINISHEDCF MMD100&INF81A 3FHOFTHERM FMLSH LBADE. L�= 4 20383 ,,.04 20 :1.::'d By DATA w Da,e Revre� 11-09-1U C0.® C1_1 GREI NGCONDDK)NSPLAN Cl -2 DEMECTUDECN PLAN C2-1 WEPWA C}, GRADING & DRAINAGE PLN C3-2 SWPP PLAN C33 SWPP NOTES B DETAILS 00.1 UTIUry PLAN C8.1 DETAIL SNEFT U-1 TREE CANOPY PLAN U-1 LANDSCAPE PON L3.1 LANDSCAPE DETAILS 3_7 0 30 60 SCALE IN FEET FIIffiHED GMOE I'BfF. KFdR CgIRSE. MWDOT $]NI SPNDVµp TACKCWi, MN/WT335T 2'BIT. NOW WEAR COURSE. MNNOT236F5PNWB2304) 77 6' AGG. BASE, CU55 5OR I MNR20T 3138 21' SELEUGRANULM, MWODT 3119 D GEOTD7bE MTER FMNX TYPE V, MNNOT 37m1 APPROYFD wBGRACE E STANDARD BITUMINOUS 2031 w on LOUCKS PAVEMENT SECTION RIMw.N,R79a. 3' MANHDIE CASING AM APPRgFD EOU49.TIN UNDER THE CASFNC. USE TMPERED 9aCS TO O 6' PMQST RDNMRCM ZI'� ACCFIFABLE NICETIES, CONCRETE MANHOLE SUR WUFN M. H.6 PLACEO gIFSDE M BARS AT 5' O.C. EACH WAY sloPE r/TOOr ANDb EARSATALLS0ESOF THIS OIOR 1 FEETRUPoELE TIE l0]YFM OPENING. ROADWAY. NEE. RM7 fi_12O oR EQUAL ONE FOOT FO58'DEEPAND G'M'1PRECAST MA.IIKK£ STEPS, NEENAEI R19B1J E OR EGUM, 16' ON CENTERAS 1 • APPRGVFO By OSXA WOTH IIk- [peACFED ULKFRL f�w0 37'OR m' TTCOPOFBARREEARTO 1WLWTFUT T8OFLP W I- I I—III I J I I I III -1 I FE1I I II EDSTIND,RENLX MATDKAL TO R.9cZ Z BEIGE MALMWI0 BEAG$Cy, S' F. RAMIFX OR EQUAL CWMSTRFAM MOS. THE CONE TOP SLAB SHALL BE SUITABLE 11 e H,om THE, AWRIA, SEEN, HOT LNM111M yA8 TMC W ESS G 6' N 27'/30' CATCH N� 4303 noLOUCKS BASIN BEDDING 0. ML IONT58ETWEFN 5FCTOPISS U. 3' MANHDIE CASING AM APPRgFD EOU49.TIN UNDER THE CASFNC. USE TMPERED 9aCS TO O µHEN ZI'� ACCFIFABLE NICETIES, IX6TKJG CONIXFIONS PLAN M. H.6 PLACEO gIFSDE 1. WIERE WATEETANK NFMN GROUND. MMIl BE}FETNOOE sloPE r/TOOr y OFTHE THIS OIOR 1 FEETRUPoELE TIE l0]YFM I ROADWAY. ST ., STORM WATER LEVEL I ON GREATER fi_12O SITYLBE ONE FOOT FO58'DEEPAND G'M'1PRECAST gBLLEp ANDAF® E S ALL E SEMEDLA$XALL BE RACED 1 AN BELOWCO6 TCAl WOTH IIk- [peACFED ULKFRL WHMMANE'TELY 3. WHEN SEA. SS INAN B' LEES EAM LAID APE DUMB I- I I—III I J I I I III -1 I FE1I I II EDSTIND,RENLX MATDKAL TO R.9cZ Z SHALLLOLE M LISM I STEPS 1,00 CN ATOP SLAB SNALL BE USE➢IN PLACE OF 1�1 SII 111I SIF= 9I�ILI�III IIIE ILII ILII IM II�I �II� �L IIralm 1��I I CWMSTRFAM MOS. THE CONE TOP SLAB SHALL BE SUITABLE 11 e H,om THE, AWRIA, SEEN, HOT FXRUDEDALUMINUM MIk AASHTOHSAHIGHWAVLOADINGS. L LOUCKS RCED THE SB SHALL BE SET ON A MORTAR OR STEELREJNFOU COPOLYMER PLASTIC. N. BEDDING 0. ML IONT58ETWEFN 5FCTOPISS U. SUN v7ma VE RUBBER 04!1NG GASKETS. 5. MINIMUM!UMESLABTHICMESS,6-TO ® II' M yTEI INCREASE THICILNESS I- WR RANDOM HAND 4308 EACH 1OF M" GREATER THAN 11'. O M' TO SPRING LINE NOTE. ALL SECTION wJ. CONNECIpNS IX6TKJG CONIXFIONS PLAN THRDUGH MN.1 XAYEARUBBER SCOT. DEMOLITION PLAN sloPE r/TOOr ANY REIDAWED sea0000®om®0®®®000®0O®©©0®©�0�1© I OPF3LNG FOR RPE COMPA= $UBGRAM fi_12O SITYLBE ' gBLLEp ANDAF® E IN El/STU6ERICMIBBER 1 '. BOOT INfrALLEO WOTH IIk- STANDARD Y I .N LOUCKS SEWER MANHOLE RIPRAP REQUIRED: SEE STD. PLATE 4308 OR 4309 USE � THE BUT FASTENERS � JOlW B _Nlll� USEV4 TMLIGWRDS YAL m REOUNED ON N' Q LMBGER A MN. �QELKE l' 31'TO ' 6' b' 12 TO ]I 12' 1 T T PROJIDE ] CO3 TO FASTEN 1P/SX GWVDTO f E 5. E TRASH GUARD oOUCKS LRCP APRON III = � I H BILLYAL. �I IXUVATED 1RFtXl1 _ COMPACIFD I V•DTN � A95PECFIED T- I� F y� T k III IF EPItASEMD,F I� y WE �- — PK� BEDgNG 6I II� IIIA (Wy NOT E MQUIMDI LI� � II I �rT �I I �I I ILL I11 -I I1-1 � I„I NO. GRMULW MATERML3 NRN6NED FOR USE N FOUNDATION, BEGGNG, ENCA9EMEM, OR.A UL CONSTRUCTION SIULL CONFORM TO THE FOLLOWING REQUIREMENTS: WUNOATON MATENLLS SHALL HAVE P)^PASSING THE 1 la' q.AND A MAMMUM OF IGT PASSINGTHENo,45 NOTLE55THAN5 OFTHEMATERIALRETNNEONTXENe.{LEVE. I wONEI11MMORECRUSIIEDFACES.HARD, WRMIE CR{5HE0 URBONATE pUARRYRSK MAV BE USED FOR HOUMATpN MATERLLLS. BEDDING AND ENCAMAUENT IMIERIAI$ FOR RFXIBLE 118q $WLLL MEET THE REQIRIEMENFSOF MNWT $PECIRUTIW 3149181, GRANUM BORROW. IXCEJR THAT IML MWL PASS THE ONE KH(I')9EVE. BACANU MATFAWS MVll CONSW OF SUITABLE EXISTING TRENCH MATEMALS. DCF AS OTHERVASESPECKED, SUITABLE MATERInL $HALL BE DEFINED AS A MMEPAL SOIL FREE OF FORFJGN MATERALS LRUBBBI. CBGANICS B DEBRIS{, FROZEN CLUMPS, OVERSIiE $TONE. ROCK, CONCRETE OR INTUANN YUS CHUNG. AND OTHER UNSMABLIE MATERIALS THAT IMV DAMAGE RPE. PREYFNF 7FgR(mEd1 COMPACTION. OR INCREASE THE F SKSOF SUEM, EM E PLASTIC PIPE y�B Xo u LOUCKS BEDDING USE A'W14FAL' ADAPFM FPpA FEAFKOO TO •FD MINOR CCXNECTWG TO AN EX61N[i $EVIEII ZINE yky�� USE TE SALE RPE IMTFIGL 45'BEN ATR�g TOIXE TO TEFEIE WYEATIXEMMJ CYCY ,L WATTM END OF THE SFRNCE VRM STUB g 6 PLUG AS' BEND AT WYE W I'%I'v 4'%i' AT ENO DF SENILE, 5' MEgUM gltt, R151'g1NDSTOO1 STEEL FENCE POSE gWXV#ELN CUAIED PAINED OR GALVPNIZEO INSTALLED T06' BELOW RWSNEDG. tp MW. DEPTH O0. l3 SPEC, $ERNCEOR , AS PE.FlM GERMS ASSHAUL O NOTE. SEE DETNL E, A FOP TRACER WIRE. WREN 5'AMR, SNB �`\ // BPLUO Z `ANNMUM IIJ GRACE l5'BENGATI i WaENA1(MQLMK �I2 SEWER SERVICE iN LOUCKS CONNECTION 4004 UP TO 14' DEPTH IXUVAlEOT1ENG1 COVER SHEET M5lY IX6TKJG CONIXFIONS PLAN RS DEMOLITION PLAN ILII= TO IA. CUD FAXIC ' TO ICTUN RROCK IAS sea0000®om®0®®®000®0O®©©0®©�0�1© gREC1ED1 Ill A -I II SLI I L I 1Ll= COMPA= $UBGRAM fi_12O SWPP NOTES 6 DETNL$ ... LJTILIIY PIAN B NOTE ONE CLENIC YARD IS 2' 1 r APPROAA�,,Ay 14 TONS WOTH IIk- [peACFED ULKFRL �I I flPE — LAID APE DUMB I- I I—III I J I I I III -1 I FE1I I II EDSTIND,RENLX MATDKAL TO R.9cZ Z I= �1�1=1l—Hall Fi-I[ttl IFI A XI ICI11� 1�1 SII 111I SIF= 9I�ILI�III IIIE ILII ILII IM II�I �II� �L IIralm 1��I I 11 e H,om THE, AWRIA, SEEN, HOT CLASS C BEDDING L LOUCKS CONCRETE PIPE 4310 Nc BEDDING SUN v7ma ® RANDOM HAND 4308 PLACED.. USE A'W14FAL' ADAPFM FPpA FEAFKOO TO •FD MINOR CCXNECTWG TO AN EX61N[i $EVIEII ZINE yky�� USE TE SALE RPE IMTFIGL 45'BEN ATR�g TOIXE TO TEFEIE WYEATIXEMMJ CYCY ,L WATTM END OF THE SFRNCE VRM STUB g 6 PLUG AS' BEND AT WYE W I'%I'v 4'%i' AT ENO DF SENILE, 5' MEgUM gltt, R151'g1NDSTOO1 STEEL FENCE POSE gWXV#ELN CUAIED PAINED OR GALVPNIZEO INSTALLED T06' BELOW RWSNEDG. tp MW. DEPTH O0. l3 SPEC, $ERNCEOR , AS PE.FlM GERMS ASSHAUL O NOTE. SEE DETNL E, A FOP TRACER WIRE. WREN 5'AMR, SNB �`\ // BPLUO Z `ANNMUM IIJ GRACE l5'BENGATI i WaENA1(MQLMK �I2 SEWER SERVICE iN LOUCKS CONNECTION 4004 UP TO 14' DEPTH IXUVAlEOT1ENG1 COVER SHEET �IFI Wq,X II� IX6TKJG CONIXFIONS PLAN PIPE DEMOLITION PLAN ILII= TO IA. CUD FAXIC ' TO ICTUN RROCK IAS �-.. I III -III III III H gREC1ED1 Ill A -I II SLI I L I 1Ll= COMPA= $UBGRAM SII III=III III III 1 1I LIE �I-I-III-I 11=1 =11IIiII IIiII ITl l I� LI;-r'l SWPP NOTES 6 DETNL$ ... LJTILIIY PIAN CLASS B BEDDING DUAL SHEET pIUVATEOIRENCX 1K'� UP I LI I TREE CANON PUN WOTH IIk- [peACFED ULKFRL �I I flPE — LAID APE DUMB I- I I—III I J I I I III -1 I FE1I I II EDSTIND,RENLX MATDKAL TO R.9cZ Z I= �1�1=1l—Hall Fi-I[ttl IFI A XI ICI11� 1�1 SII 111I SIF= 9I�ILI�III IIIE ILII ILII IM II�I �II� �L IIralm 1��I I 11 CLASS C BEDDING L LOUCKS CONCRETE PIPE 4310 Nc BEDDING SUN v7ma :■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING IANDSCAPE ARCHITECRIRE ENVIRONMENTAL 7M HeMoh 6, wte 300 Mao. G.oue, MN 55369 76342.55M wxw.loucks6,. com 112 -XI PRE,LMINARY SUBMITTAL 45, 4 \ LcgIRLM20383 D.,A 11-09-20 LwcW Pmjuct No 20327 Plcieo Lea3 TWm D.AVm By ERG Checked 0y TWM Review Date 11-09.20 C0.{ COVER SHEET C1-1 IX6TKJG CONIXFIONS PLAN C18 DEMOLITION PLAN C2-1 YlE PIAN C3 -i GRADING B DRAPUGE PLAN C32 SWPP PIAN C 3 SWPP NOTES 6 DETNL$ C41 LJTILIIY PIAN Co-{ DUAL SHEET L1-1 TREE CANON PUN U-1 LANDSCAPE PLAN U-1 LAID APE DUMB 3 I NUM w7 lE-DONOTCaY M�R.,ARFX w«�a`Xra`. w, r`n. I�.IµXFN11i TNam iwaGnF Ir I I —� —{ dERR E'M 1 � LMIDNDWAE. END OF UNE CLEANOUT IN LINE CLEANOUT Lpgi MRl9 DRAINTILE i@ LOUCKS CLEAN-OUT STRUCTURE 4315 CL n .rr. • RGRYRE TRG V,MUIE vpeRalE sTEarHKEPosr Review Dau E'I1eveORATE CPt RAEBEAUQ Cl -1 EMTING CURB DBOX CI -1 ,"MUS' To BWm C1.1 FINISH GRADE WATER BERHCE 1'TFPE'K-COPPER 1'CWORAIFN WATERIANIJ _ $rM CONCRE NN K wFPDRT SU CItlMFTED END C£11MYEK SWPP PLAN HOPE SWPP NOTES IS DETAILS FOR REMISS LARGER TERM 1•. A TARRING SLERNE UTILITY PLAN K REOVIRM RCCKWELLTYPE Zip, g111CWC1E DETAIL SHEET TAR P TIREADE➢FMAPPROHB $GE TREE CANOPY PLAN CCPPFcG, CORPORAIICH STOP, OR FORMAL NOTE. 1. CURB BON SNARL NAVE A STATIONARY RCD. 2 CURB BOE SWL EXTEND FRD&I TR' TO"'. 3, SERNC.E SMWLBE BfCCEDN GRAND. BOMBER. A. FORCUMBORNPIVEMEM IbF ip1D TYPEp CASTWGRCOYFR DNADDINo u LOUCKS COPPER WATER SERVICE CONNECTION 4603 CONSTRVCAT SEOVENCING MOtE iO CE51G1ER: EdFK PEELED TO MEET GROCCi IEN.IREMENR) uGINSTEOAPPRCAM TE TEWOPARY EROSIONCONTROL DEUICESTO%NEVEM SEOMED NTEMMUSLAROR EMEAINGTXE PRACTICE CE DURING Cd1STRUC1 ZALL PERIMETERM PERETER sEMMEMCONTROL FMVS MUST BE IN PLACE BEFgNE IM'WWCpIT U NDUSTGRANGACTINTY BEGINS. . PERFORM COMIN�XUSINSPECTONSGEROS NCONTR MCME5 E5PECNLLYEF1gl FACXp.WFµLEYFHi. INSTADALLMLTESryMTER GNDARYSEvfR. ELECTRIC HATLEALOAS PRONE. FIBERCMC EM)NUORTOME WFRMLGRADEMBRAETEMpROENCE FOULNGRAIDETEESITE IFB ETENTWIARFPSWEMNGUSEDASMMGOPUIYMFAEMBUS MRMGCONSTXUCTRn,L WAMFII.MCFIROE COMER OUERTr CMETOPROTECTTNE MRLYNG Np SFRWCLO NO ALAUSE AND ACETATE ALL OTNEN UPS alFAovEAIENTs. �1N�LCi MO VEGETATEBIORET MCENCEFgLPNGSTABILPATwNCFCUYTMBIm MAN MEw ENSLMEmiCMRGLELEVATbF6. sLCx AS C..ADRANN EVENT TOP ONS OFMEDA. TOP OF MULCH ANOMVERT OF OVERFLOWSTRUCTURE IK PRESENT AM COMECT. 9. REMOVE IFIIPDNtaYER051•M'COHTNIX OENCESARER ME CONRIBVIMC ORAINAf#ARE/.IEARMWRLY VEOETAIFD I INTH ROTESINATSEDIMEGNERNTEOASA£EDED TOMEEt DURING tIMMEDMPiLE) IN THEEVFNimTEEDMENTIS INTHOOUCEOINTO ME BNP DURING WN IMMEDIATELY FOLLOWN3 FMGVATOA{ THIS MATERIAL EIMY BE REYOVEO FXW TE PRACTICE PM GCOXSTRVRIM ZSEE MINNESOTAS70PANpTER . MANWLFdI SUBGMOF PREPARATION. MATERRE sPCCIfIGIGNE 6IORLmTIGH. MRS O IS" N^L U.0 COARSE SAMA. u PEREM TEASEL E 14➢CM' I MO 4AY C.CpNSTIMICOT OR S IO.. NO C. COME gNNT � EAR DDALEM�SM Cf PMA.M AGATE. LFPM CpM®TO PIAN NKTE N 4xEES. RoiroEREE.vCEED Ie PAVB6Nf oN VTI 3HaL —III�I�'I =1 IIS 11111111111 GRA4 VR REIRATMEM m, I HI1=1I' N91VSCl-ew I R Mh5 (MKp,ER,X,N 'IIIa ]• 91REDCEOMN^DD WLGN �I I I I I �I I I I I �I � �I I I—I I �I I �I I I=1 I E M.DDEMEa, II�III-II�III-'� 'I��I�����IIr' VGGESTEG IN P.uimw MEAMAIDEPTH n' A wAy BIElDED MAT,IRE 0Y Vp.UMD EO60A HOMWEMIVS COMMUCMGSMD xi. GC LUFCUAA A Som FUTM TO+SC1. LdK6 BATE NO. i. LouCKS BIORETENTION BASIN 4315 oGwnvm,X i■ LOUCKS PLANNING CML ENGINEERING LANDSUFV IMG L.ANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Nemeth La, Suae 30C Maple Gr,, MN 55369 ]6342.5505 xww buheinc corn. oxl _A��"-\ ��R3 PrL.�.c L+,,. .rr. • Craws By TRG Ch—ked By TWM Review Dau I1L9-10 CPt COVER SHEET Cl -1 EMTING CONDITIONS PLAN CI -1 DEMOLITION PLAN C1.1 WE PIAN C3.1 GRADING B DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES IS DETAILS Cal UTILITY PLAN Cbl DETAIL SHEET LI -I TREE CANOPY PLAN U-1 LANDSCAPE PIAN t11 LANDSCAPE DETAUS DEER HAVEN CHANHA55- l MN KEN O J4LITY CCN-RO', TREE CANOPY PLAN L1-1 A I �\ L I 1 / 2 I B6 LH r31 I I\ \ i I' \ I 0 30 60 LANDSCAPE PLAN mm� hr SCALE IN FEET GROUNDCOVER LEGEND 041 SOD'111) NOTES / TT-SEE C;-1 EXISTING SEED MNDOT MIK E -111 Gtt I CAN MAINTENANCE TUBE s MNUOI NATNESEEDMI%3;,261 y SIINUIWATEB ] MNOOT NATNE SEED MIX 35-241 M A.Raenvw'AupmlBYze' MfNC PRAIRIE CLNE PLANT SCHEDULE 041 C;-1 EXISTING pECIDWUS TREES Gtt Cpp.1pN NAME BOTAWCAL NMAE CANT G1L AS ] AIIfLMN BLAZE MAPIf A.Raenvw'AupmlBYze' B6B 2SCN RB 13 RNER BIRCH Battle ripe B 6 B LANDSCAPE PIAN CH 12 COMMON HACKBERRY Leltls emlenlels B 6 B 2.5-421 EVERGREEN TREES 10TY I LOMAON NAME JeOTAmcAENAme LONE ULL BS 2 BLACK HILLS SPRUCE Plm BL u®'DereaMg IB.. WP 131WHIIEPI2E RrwF Hops BAB 1. R.HC, n ,co foo Q 1� / II y, g# o / I / v _ ) � I ' m� GENERAL NOTES CONFRACTORS MASMS PRKRTOSUBMRT ND. HESHALL INSPECT SITE AND BECOME FAMIUM WITH EXISTING CONDITIONS la RELATING TO THE NATURE AND SCOPE OF WORK. VEPo%LAYOUTANDANY DIMENSIONSSHOWNANDBRINGTOTHE } ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROM5E THE DESIGN ANO/OR INTENT OF THE / PROJECTS LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND _ REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPOED. " CONTRACTORSHALL S, TRECTALLEXISTING ROADS, _ ! CURBS/NG Of1ES,TRAILS, ANY EES, tAWNS AND SITE ELEMENSHM1BTSWRING 1" o AT COST OI'H)N5. ANY DAMAGE TO YJAE SNAIL BE REPAIRED _ +1- AT NO COST TO THE OWNERCONT. eSAPV. j UNDERACTOR GROUND AN VERIFY GRADEALIGNMENTAND LOCAND PROVIDE ALL ###--- _ UNDERGROUNDACTIONFEGRADE UTILITBEFORE CONSTRUCTION NECESSARY PROTECTION FOR NAE BEFORE CONSTRUCTION / -� MATERIAL INSTALLATION BEGINS (MINIMUM 10' -0' CLFANNiCE). ALL UNDERGROUND UTHLERES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS. VEGETATION, CURB/GUTTER AND _ OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPNED TOLANDSCAPEARCMTECTBYOTHERS. CONTRACTORSHALLVERBY - ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. c �e� THE AUGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADIUSTMENT REQUIRED TO CONFORM TO LOWIIED TOPOGRAPHIC CONgigNS AND TO MRJIMQE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APP1tOWD BY LANDSCAPE ARCHITECT. s DALL BEFORE YLtll DIB( ® Gopher State One Call µ TRAIN CITE AREA: 651-2511-0002 T0.L FREE: I-800-252-1166 .. / WARNING /- THE CONTRACTOR SHALL BE RESPONSIBLE FOR CAWNG FOR LOCATIONS OF ALL EXISTING l DEREFES. THEY SHALL COOPERATE WRH ALL UTIVTI' COMPANIES IN MAINTAINING THEIR 6 _ SERACE AND/ OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 65115202 AT LEAST LB > •c I HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES. COND T . PIPES, MANHOLES. VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE RE CONSTRUCTION AR T NO COST TO THE OWNER, RSEPAIR OR REPLACE 11HE ABOVE WHEN DAMAGED DURING RI AVE. 3 :■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPEARCHIEECTURE ENVIRONMENTAL 7" Hembv'k here, S. 3W Maple Gram MN 55369 )634245505 sxw.lovcks'rw.<om 10.1120 PRFUMINARYSUBMITTAL • L—... No p e y 20610 Date 161620 Nadu Peoten Nv. W327 Peolecy Lead TWM Dawe BY G, Checked By TWM Re, ew Dale 10.16-20 041 C;-1 EXISTING CONDITIONS PLAN C1.2 DEMOLITION PLAN C2 - SITE PLAN C3-11 GR ING B DRAINAGE PLAN C3-2 SWPP PIAN C}3 SWPP NOTES 8 DETAILS C4-1 UT113TY PIAN C8.1 DETAIL SHEET L1-1 TREE CANOPY PLAN 12-1 LANDSCAPE PIAN L3-1 LANDSCAPE DETAILS I& V THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERM. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.NA GUIDELINES FOR STANDARD PRACTICES PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANKING IS COMPLETE. CUT BACK WIRE BASKET WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12' LETS AND SATURATE SOIL WITH WATER. DO NOTCOMPACTMORETHAN NECESSARY TO MANTAN PLUMB, OR UP TO FIRST BRANCH FLAGGING - ONE PER WIRE ARE EVEN WRIT OR JUST D BACKFILL WRH NSILA TOPSOIL WOOD STAKE IOPFONALI _ EDGE VARIES - SEE PLAN SCARIFY BOTTOM AND SIDES OF HOLE PRKHR TO PLANTING SET PLANT ON UNDISTURBED NATIVE SOIL CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING,NOTIFY LANDSCAPE ARCHIIEU IMEDNTELY F POOR DRAINAGE EXISTS. 1 DECIDUOUS TREE PLANTING 6 LOUCKS TN SCALE: 1n-- I•L. 0. n n 2 THE CONTRACTOR 6 RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB P WON THROUGH ME .ARRANTY PERIOD. STAKING 6 SUGGESTED. BUT NOT REQNRED ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED INA NA GUIDELINES FOR STANDARD PRACTICES. PRUNE ANY DAMAGED BRANCHES AFTER PLANTING K COMPLETE. WATER TREE THOROUGHLY DURING PLANPNG OPERATIONS. PLACE BACKFILL IN 8-12' UFTS AND SATURATE SOIL WITH WATER. DO HOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 16-+ ' POLYPROPYLENE OR POLYETHYLENE STRAP SAFETY FLAGGING -ONE PER WIRE MULCH -4 -DEEP SEENOMOR SPECS. MULCHMUSTNOTBEIN CONTACTWTEH TRUNK BACKFILL WITH IN SPU TOPSOIL WOOD STAKE(OPTIONAL) EDGE VARIES- SEE PLAN SCARIFY BOTTOM AND SOES OF HOLE PRIOR TO PLANTING ROOT BALL SET ON UNDISTURBED SUBGRADE CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCIITTECT IMMEDIATELY IF POOR DRAINAGE EXISTS CONIFEROUS TREE PLANTING SSPE: In.. 1.0' in LOUCKS LANDSCAPE INSTALLATION COORDINATETHEPHASESOFCONSTRUCI MDPVJJDNG INSTALIAIIDN WITH OTHER CONTRACTORS WORKING ON SPE, NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. WHERE SOI SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SODSEED SHALL BE HEIR 1' BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. MULCH EON TURF SEEDED AREAS SHALL BE TYPE 5 WOOD FIBER HYDROMULCH CONFORMING WITH MNDOT 3880. MULCH FOR SEEDED AREAS WITH SLOPE515%OR GREATER SHALL BE MNOOT CATEGORY 1, STRAW RD 1S BLANKET CONFORMING WITH MNDOT 3885, SOD ALL DESIGNATED AREAS DKTURBED OUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED IBNR. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SMALL BE STAKED TO THE GROUND. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE. ALL SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL WIVE NO V -CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE HNISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SINLL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FILL FORM, NATURAL TO THE SPEGES, WITHOUT PRUNING. PLAIN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES ENLIST. SPEQFICATIONS TARE PRECEDENCE OVER NOTES. ANDNR OUOTATION! ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADWSED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED, ALL PLANT MATERUNS SHALL BE FERTILIZED UPON INSTALUTK314 WITH A 2733 SLOW RELEASE FERTILZER FIXED IN WITH THE PIANIING SOIL PER THE MANUFACTURER'S INSTRUCTIONS- PIAMS MAYBE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPUCATION OF GRANULAR 2733 AT 6 OZ PER 3 5- CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ADDITIONAL APPUCATION OF 2733 THE FOLLOWING SPRING N THE TREE SAUCER. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL PUGGING AND LABELS FROM PUNTS. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING I- GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR OUALPY, HEAVY. WATERPROOF CREPE PAPER MANUFACTURED FOR THS PURPOSE - WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER St. MULCH SHALL BE CLEAN SHREDDED HARDWOOD MULCH WITH UNIFORMNECESQE. ALLTREESNOTINPLANIINGBEDSTORECENE 0' DEEP MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. SPREAD GRANUWf PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURERS RECOMMENDATIONS UNDER ALL MULCHED AREAS IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE AACHITECF CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION Of ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF ALL NEWLY NSTAUED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILRY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY UMITED TO, PRUNING. FERAUMATtON AND DISEASEPEST CONTROL. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR BEGINNING ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING Of ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEPDSOD PLACEMENT 6 FROM THE TIME GROUND HAS THAWED TO JUNE 15. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. FALL SEEDING FROM AUGUST 15 -SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER I. FALLCONIFEROUS PLANTING MAY OCCUR FROM AUGUST I5 -OCT R l ANO DECDUOUS PLANTING FRO E FIRST FROST UNTIL NOVEMBER 1S. FLAMING OU M THESE DATES 6 NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. PROTECT ALL DUSTING OAKS ON WE SCHEDULED TO REMAIN, IF EXISTING OAKS ARE DAMAGED N ANY MANNER, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDMTELYAFTER WOIJNDNG. OAKS ARE NOT TO BE PRUNED, REMOVED OR 1RM15PIANiFD BETWEEN APRIL 15 AND JULY1. NOTIFY LANDSCAPEARCHD'ECT IFTHESEDATES ARE UNAVOIDABLE. LANDSCAPE CONTRACTOR SHAJL ESTABLISH TO HIS SAI V FACTION THAT SOL AND CCRAPACTgN CONDTIIONS ARE ADEIXIATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. i■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7"H .k lzn' Suite 380 Mapk Grove, MN 55369 763,424 5505 www I—w-- I0.WN PREUMINARYSUBMRTAL d mmv Nu. �. pA 1 wee.nuw.,m... N. N618 MNDate I61r20 Loucka P,,. No. 20327 Projnt Py TVM D— MI. -t GAI R M I HWM Review 161620 Cal COVERSHEET Cl -1 MING CONDITIONS PLAN CI -2 DEMOMION FILM C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C}3 SWPP NOTES B DETAILS Cat UTILITY PLAN CB -1 DETAIL SHEET Lt -1 TREE CANOPY PLAN LI -1 IANDSCAPE PLAN 13, LANDSCAPE DETAILS DEPARTMENT Kill OF HEALTH Protecting, Maintaining and Improving the Health of All Minnesotans N399VHNVHO d0 d113 Division of Environmental Health PLAN REVIEW APPROVAL 8 I Nnr Plans and specifications on watermain: Deer Haven, Chanhassen, Carver County, a3A1333y Plan No. 210682, PWSID 1100001 OWNERSHIP: Chanhassen City Council, c/o Laurie Hokkanen, City Manager, Chanhassen City Hall, P.O. Box 147, Chanhassen, Minnesota 55317-0147 SUBMITTER(S): Ken Ashfierld, P.E., 6480 Yosemite Avenue, Chanhassen, Minnesota 55331 Loucks, Inc., c/o Mr. Todd McLouth, P.E., 7200 Hemlock Lane. Suite 300, Maple Grove, Minnesota 55369 Date Received: May 19, 2021 Date Reviewed: June 2, 2021 APPROVAL: Based on the information provided to the Minnesota Department of Health (MDH) for review, this project is approved, contingent upon the project meeting all of the requirements listed below. Construction must be according to the plans and specifications provided to MDH. LIMITED SCOPE: This review is limited to the project design's effect on the safety and sanitary quality of the drinking water and assumes the data on which the design is based are correct. Examination is based on MDH rules and applicable standards. This report applies to this project only, and not to any additional parts of the water system. The project designer is responsible for the project's features and equipment effectiveness. ALTERATIONS: MDH must approve any changes that deviate from the approved plans before any changes are made. Otherwise, the construction will be considered installed without proper approval. INSPECTIONS: It is the responsibility of the owner or owner's agent to contact MDH for any inspections that are listed in the requirements of this report. The project owner must retain the plans at the project location. This project consists of the installation of 305 Lineal feet of 6 inch C900 PVC watermain. Requirement(s): 1. None Deer Haven PWSID 1100001 Watermain Plan No. 210682 Page 2 June 2, 2021 The approval is valid for two years from the date of this letter. If project construction has not begun within the two-year period, plans and specifications must be resubmitted to MDH for approval before any construction takes place. While the project has been contingently approved, changed conditions or additional information may result in additional requirements. If you have any questions regarding information contained in this report, please contact me at 651-201-4677 or robert.smude@state.mn.us. Approved: Robert H. Smude, P.E. Public Health Engineer Section of Drinking Water Protection P.O. Box 64975 St. Paul, Minnesota 55164-0975 RHS:jh cc: Ken Ashfierld, P.E. Mr. Todd McLouth, P.E., Loucks, Inc. COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 CITY OF CHMIMSEN Phone: (952) 227-1130 / Fax: (952) 227-1110 AGENCY REVIEW REQUEST LAND DEVELOPMENT PROPOSAL Please review and respond no later than the review response deadline Agency Review Request Date: Agency Review Response Deadline: Date Application Filed: November 10, 2020 November 19, 2020 October 16, 2020 Contact: Contact Phone: Contact Email: Robert Generous, AICP 952-227-1131 bgenerous@ci.chanhassen.mn.us Senior Planner Planning Commission Date: City Council Date: 60-Day Review Period Deadline: December 1, 2020 at 7:00 p.m. January 11, 2020 at 7:00 p.m. February 14, 2021 Application: THIS REFERRAL WAS PREVIOUSLY REVIEWED. THE APPLICANT HAS REVISED THE PLANS. PLEASE REVISE YOUR PREVIOUSLY SUBMITTED COMMENTS. To consider a request for the rezoning of property from Rural Residential (RR) to Single -Family Residential (RSF) and subdivision of 2.8 acres into four single -family lots and one outlot with variances located southeast of the cul-de-sac for Wood Duck Lane and west of Yosemite Avenue (6480 Yosemite Avenue). 'Note to City Staff: Hydrology Re ort is available at the followingweb page. Planning Case: 2020-22 Web Pa e: www.ci.chanhassen.mn.us/2020-22 In order for staff to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. Your cooperation and assistance is greatly appreciated. City Departments: Federal Agencies: Adjacent Cities: ❑ Attorney ❑ Army Corps of Engineers ❑ Chaska E Building Official ❑ US Fish & Wildlife ❑ Eden Prairie E Engineering ❑ Jackson Township E Fire Watershed Districts: ❑ Minnetonka E Forester El Shorewood E Park Director E] Carver County E) Victoria r E Water Resources ❑ Lower MN River ❑ Law Enforcement ❑ Minnehaha Creek Adjacent Counties: ❑ Riley-Purgatory-Bluff Creek ❑ Hennepin Carver County Agencies: Utilities: ❑ Scott ❑ Community Development ❑ Cable TV — Mediacom ❑ Engineer School Districts: ❑ Environmental Services ❑ Electric — Minnesota Valley ❑ Historical Society ElElectric —Xcel Energy ❑Eastern Carver County 112 ❑ Parks ❑ Magellan Pipeline ❑ Minnetonka 276 ❑ Soil & Water Conservation District ❑ Natural Gas — CenterPoint Energy ❑ Phone — CenturyLink Other Agencies: State Agencies: ❑ Hennepin County Regional Railroad ❑ Board of Water & Soil Resources Authority ElMN Landscape Arboretum ❑ Health ❑ Historical Society [I SouthWest Transit El Natural Resources-Forestry El TC&W Railroad ❑ Natural Resources-Hydrology ❑ Pollution Control ❑ Transportation COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 CITY OF CII�NNSEN Phone: (952) 227-1130 / Fax: (952) 227-1110 AGENCY REVIEW REQUEST LAND DEVELOPMENT PROPOSAL [[ Z Please review and respond no later than the review response deadline Agency Review Request Date: Agency Review Response Deadline: Date Application Filed: October 20, 2020 November 4, 2020 October 16, 2020 Contact: Contact Phone: Contact Email: Sharmeen AI-Jaff 952-227-1134 sagaff@ci.chanhassen.mn.us Senior Planner Planning Commission Date: City Council Date: 60-Day Review Period Deadline: November 17, 2020 at 7:00 p.m. December 14, 2020 at 7:00 p.m. December 15, 2020 Application: To consider a request for the rezoning of property from Rural Residential (RR) to Single -Family Residential (RSF) and subdivision of 2.8 acres into four single -family lots and one outlot with variances located southeast of the cul-de-sac for Wood Duck Lane and west of Yosemite Avenue (6480 Yosemite Avenue). �&--�C t[ `Note to City Staff: Hydrology Report is available at the following web page. Plannin Case: 2020-22 Web Page: www.ci.chanhassen.mn.us/2020-22 ..o In order for staff to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the PIg Cgsnmissi nd Hin � City Council. Your cooperation and assistance is greatly appreciated. �` P City Departments: Federal Agencies: Adjacent Cities. � QG ® Attorney ❑ Army Corps of Engineers ❑ Chaska ; ® Building Official ❑ US Fish & Wildlife ❑ Eden Prairie N Engineer ❑ Jackson Township N Fire Marshal Watershed Districts: ❑ Minnetonka N Forester N Park Director E] Carver County El Shorewood E] Victoria r N Water Resources El Lower River El Law Enforcement ® Minnehaha Creek Adjacent Counties: ❑ Riley-Purgatory-Bluff Creek Carver County Agencies: E] HennepinUtilities: ❑ Scott ❑ Community Development com ❑ Engineer ® Cable NMinnes School Districts: to V ❑ Environmental ❑ Electric — Minnesota Valley Services El Historical Society ® Electric —Xcel Energy E]Eastern Carver County 112 ❑ Parks ❑ Magellan Pipeline ❑ Minnetonka 276 ❑ Soil 8 Water Conservation District ® Natural Gas — CenterPoint Energy N Phone — CenturyLink Other Agencies: State Agencies: ❑ Hennepin County Regional Railroad ❑ Board of Water & Soil Resources Authority ❑ MN Landscape Arboretum ❑ Health El Historical Society ❑ SouthWest Transit El Natural Resources-Forestry ❑ TC&W Railroad ❑ Natural Resources-Hydrology ❑ Pollution Control ❑ Transportation J L96" PRELIMARY SUBDIVISION AND FINAL PLAT SUBMITTAL NARATIVE Deer Haven Chanhassen, Minnesota October 16, 2020 (Amended November 9, 2020) SITE INFORMATION Legal Description P/O SE1/4 NE1/4 DESC AS: BEG AT NE CORN SE1/4 NE1/4 TH SLY ON E LINE SE1/4 NEI/4 TO A PT 660'N OF SE CORN SE1/4 NE1/4 TH WLY PARALLEL WITH S LINE SE1/4 NE1/4 281.07' TH NELY TO A PT ON N LINE OF SE1/4 NE1/4198' WLY FROM PT OF BEG TH ELY ALONG N LINE 198 Address 6480 Yosemite, Excelsior, MN 55331 PID 250033500 EXISTING SITE DESCRIPTION The development site is 2.81 acres in size and currently contains one single family residence. The property has frontage along Wood Duck Lane, as platted within Pheasant Hill 41' Addition and gains access via a 33 foot right of way platted as part of Pheasant Hill 4" Addition and Stoddart Addition. Existing access is over a private drive maintained by the applicant. There are no wetlands within the proposed plat and there is a scattering of mature specimen trees with turf maintained in a manicured state. PROPOSED PRELIMINARY SUBDIVISION PLAN The proposed development plan consists of a low density single-family residential development that splits the existing parcel into four single family residential lots, inclusive of the lot for the existing residence. The existing home would remain on the property within one of the four lots while the other three lots are made available for home building. Buildable lots would be a minimum of 15,000 square feet and be able to accommodate a 60' X 60 -foot building pad while maintaining setbacks prescribed within the ordinance. The plat would include one outlot for the purposes of the private drive and stormwater collection/treatment systems. The plat would also have drainage and utility easements to accommodate cross drainage and utilities consisting of City water and sanitary sewer. The Comprehensive Plan designation for the area is Residential Low Density with a range of 1.2 —4.0 units per acre. The proposed development would have a density of 4 units/2.81 acres, or 1.40 units/acre. To the south of the existing house are steep slopes of approximately 0.45 acres. If this area was considered not buildable, the net density is then approximately 1.67 units per acre. The area of steep slope is to remain unimpacted. SITE ACCESS The site is currently accessed by a private drive over the platted 33 foot right of way. The drive continues to the residence across parcel 250033500(6480 Yosemite). Access within the site would be accommodated by a private drive constructed to a 7 -ton design and 20 feet wide as required by ordinance. The proposal of a private drive requires a variance of which is an element of this application. Maintenance of the private drive would be defined by Covenants and filed upon the property. The access to the private drive within the site would be accommodated by a public street over and across a 33 -foot dedicated right of way which was the subject of dedication by Registered Land Survey No. 38 and the Stoddart Addition. Houses along Yosemite, both north and south of the existing right of way has developed, and redeveloped, such that additional right of way is unrealistic. Consequently, this application also requests a variance to the standard right of way width and street width. This is certainly not a Municipal State Aid Route, however using State Aid design standards as a guide, a street with the expect traffic from four homes, the street width can be two eleven -foot lanes with a one -foot shoulder. Approval is request to pave two 12 -foot lanes such that the shoulder would be paved. There are no other properties that take direct access to this road, therefore it is also requested that the City adopt a Resolution prohibiting parking along this street. GRADING AND TOPOGRAPHY The existing home is adjacent to the beginning of steep slopes with a gradient to the south. The portion of the parcel that would accommodate the three new building sites slope gradually to the north. The grading plan provides for walkout sites but is proposing that each site is custom graded affording the highest probability of retaining the existing mature trees that are healthy. It is intended that each custom design would consider for removal those trees that are currently stressed, either due to age or Emerald Ash Borer disease. UTILITIES The existing home is currently served by sanitary sewer and water from the westerly Pintail Circle location. The other three sites would be served by a watermain extension from an existing main within the existing platted right of way and a sanitary sewer extension from an existing system within Wood Duck Lane cul de sac. With the extension of the watermain to serve the three new parcels, it is proposed that the existing residence would be connected to the new main as opposed to the existing long service line to the watermain within Pintail Circle. STORWATER MANAGEMENT AND WETLAND IMPACTS The development site is located within the Minnehaha Creek Watershed District. The City's stormwater management plan requires stormwater treatment and retention ponds designed to City standards. There are no proposed wetland impacts as demonstrated by the grading plan and wetland delineation report. TREE PRESERVATION AND LANDSCAPING There are a number of trees on the site that have been planted as specimen trees. Some are quite old and are showing stress due to age (three pines and one Box Elder) or scalping over the years from lawn mowing (one stunted Maple). There are also a number of trees that are dead or showing stress from Emerald Ash Borer disease. However, there are a number of beautiful trees that it is the intent to preserve by custom site design and grading. Upon completion of grading, it is intended that individual home builders will screen the adjacent properties with evergreen tree plantings. PRELIMARY SUBDIVISION AND FINAL PLAT SUBMITTAL NAARATIVE Deer Haven Chanhassen, Minnesota October 16, 2020 SITE INFORMATION Legal Description P/O SE1/4 NE1/4 DESC AS: BEG AT NE CORN SE1/4 NE1/4 TH SLY ON E LINE SE1/4 NE1/4 TO A PT 660'N OF SE CORN SE1/4 NEI/4 TH WLY PARALLEL WITH S LINE SE1/4 NE1/4 281.07' TH NELY TO A PT ON N LINE OF SE1/4 NE1/4 198' WLY FROM PT OF BEG TH ELY ALONG N LINE 198 Address 6480 Yosemite, Excelsior, MN 55331 PID 250033500 EXISTING SITE DESCRIPTION The development site is 2.81 acres in size and currently contains one single family residence. The property has frontage along Wood Duck Lane, as platted within Pheasant Hill 4th Addition and gains accesr ••'a a 33 foot right otyav platted as part of Pheasant Hill 4th Addition and Stoddart Addition. Existing access is over a private drive maintained by the applicant. There are no wetlands within the proposed plat and there is a scattering of mature specimen trees with turf maintained in a manicured state. PROPOSED PRELIMINARY SUBDIVISION PLAN The proposed development plan consists of a low density single-family residential development that splits the existing parcel into four single family residential lots, inclusive of the lot for the existing residence. The existing home would remain on the property within one of the four lots while the other three lots are made available for home building. Buildable lots would be a minimum of 15,000 square feet and be able to accommodate a 60'X 60 -foot building pad while maintaining setbacks prescribed within the ordinance. The plat would include one outlot for the purposes of the private drive and stormwater collection/treatment systems. The plat would also have drainage and utility easements to accommodate cross drainage and utilities consisting of City water and sanitary sewer. The Comprehensive Plan designation for the area is Residential Low Density with a range of 1.2 —4.0 units per acre. The proposed development would have a density of 4 units/2.81 acres, or 1.40 units/acre. To the south of the existing house are steep slopes of approximately 0.45 acres. If this area was considered not buildable, the net density is then approximately 1.67 units per acre. The area of steep slope is to remain unimpacted. CITY OF CHANHASSEN RECEIVED OCT 16 2020 CHANHASSEN PLANNING DEPT SITE ACCESS The site is currently accessed by a private drive over the platted 33 foot right of way. The drive continues to the residence across parcel 250033500(6480 Yosemite). Access to the site would be accommodated by a private drive constructed to a 7 -ton design and 20 feet wide as required by ordinance. The proposal of a private drive requires a variance of which is an element of this application. Maintenance of the private drive would be defined by Covenants and filed upon the property. GRADING AND TOPOGRAPHY The existing home is adjacent to the beginning of steep slopes with a gradient to the south. The portion of the parcel that would accommodate the three new building sites slope gradually to the north. The grading plan provides for walkout sites but is proposing that each site is custom graded affording the highest probability of retaining the existing mature trees that hare healthy. It is intended that each custom design would consider for removal those trees that are currently stressed, either due to age or Emerald Ash Borer disease. UTILITIES The existing home is currently served by sanitary sewer and water from the westerly Pintail Circle location. The other three sites would be served by a watermain extension from an existing main within the existing platted right of way and a sanitary sewer extension from an existing system within Wood Duck Lane cul de sac. With the extension of the watermain to serve the three new parcels, it is proposed that the existing residence would be connected to the new main as opposed to the existing long service line to the watermain within Pintail Circle. STORWATER MANAGEMENT AND WETLAND IMPACTS The development site is located within the Minnehaha Creek Watershed District. The City's stormwater management plan requires stormwater treatment and retention ponds designed to City standards. There are no proposed wetland impacts as demonstrated by the grading plan and wetland delineation report. TREE PRESERVATION AND LANDSCAPING There are a number of trees on the site that have been planted as specimen trees. Some are quite old and are showing stress due to age (three pines and one Box Elder) or scalping over the years from lawn mowing (one stunted Maple). There are also a number of trees that are dead or showing stress from Emerald Ash Borer disease. However, there are a number of beautiful trees that it is the intent to preserve by custom site design and grading. Upon completion of grading, it is intended that individual home builders will screen the adjacent properties with evergreen tree plantings. LEGEND I _ \ .. a. I a. / • � � \ / , - -.• FaaoowFxlaoRaoaAWaFr —»— sow sEwFs a- •_ r e r • ♦_ a- a ,Iy xJ}r:1uL up• Fr...%}:uEn 14 1 • r ,a .. \ __. WaE4YelMa 011FNlg �>— WYIM'SE%£P I / - CI T.N4s .c\l —• \ a. ti 1 I I ' )� _ •� r a (^ D' •2,% 2:10 - _ L� I I r _ • ,- _ e � • pw�ep SbaH DSErgarfixlaapiWM —I— WigMW ` r /_r e- • I Eaa.M11�Y—..� � • I\ _. MwaA1FM.x1I/JID'LS•a40e' l- vis `� \� wP1®suatM5tw4 I --_.— 1 -� -Npuesocaf(MMC'N..0.1EMr —uw>— Iw�fACLM F41[MCtli DEER HAVEN x-- nk ,- ]-.,_--- ,.Y.�.�� -I ItBCI1DODOItO1r —e.— IwtaarwvenrEi®rrgrW _ -- / �� _ i_ Gusw6M() YCISENIFTE AVE. —�� m anr.,uv9uln �Ebmlmw ��/. l6_.._ , -I---- �, - _. • t _ __ - .. n.. ,g.aurinp,•alr a—a- au.•ueer Earl¢ csy e. - =->+000 Ecxce / t Y� _ .. / --11 • \ I O smin.IwMa+: coucxFrF stale j w \ ✓ \ / 1 \ I - "Ell � 5 - O "'."w us /"" / 11 i uwou• av Eoamwnms e / ` - - -- - _ - - _ - - \ \ _ oxrFvuse 0 cw+cvEre I y I \ •C ` J_ _ ` i \ _— � \ / 6EtIRIC MEIea / I E6me,ausgNG I moi" I I / j° - - \ \ - J -� \ \ ca+roua KEN W / /�I L0, y e + T _ \\ `�-� - \\ -1 m ..Ea F- r rM'N11E sP0*rIEVaIION L g / t ' y 17 ` ` / \ \ 1 \ / p uoxrrole > mmrE"araEs / \\ � ffiis, /--- �is, 0.oxax wrF �+. \ / / _ _ - \g: �, \ /_ / w'- ,•� \ -� \ SITE DATA is rfsFPxorW rPpmru t occnuarsmee is Auseso // \ I'� �\\ A\ \'✓ /j / /�> - 1 `h-- \Jy� �\,\\\ /\\ lm 1, ebhl - 15.148+/ - Brady w 0.35+/- Int 2.Blockt _ 15.09+/-a�aMtor05aseerrreeass saaoovtaaFac•taoA slTlalm r w+am .x. rWau/usaEur ■ ■LoUCKS s4 - 18,012+/- fefrstw0A1+/-ares XO1E ■ PLANNING is Ld.h - /],8/3 +/- Mt w 1.10+/ -seri sioP w ` CML ENGINEERING \1_I> OT re -o Ma-12/prefesp +es8+o nv LANDSURVEYNG _ WNDSCAPE ARCHITECTURE �_ \ \ ENVIRONMENTAL t,��\\ \\�\�\ _ DESCRIPTION OF PROPERTY SURVEYED J2po H.mb.0 lane. w�a wo / \ / / •u I _ `'\ �� I it • •y q_ \ \ \ \ (Per Schedule A of Me herein referenced TrOa Co nmNront File No 2164018.14405) Maple Grwe. MN 55369 763 424 _ \ \ \ That part of Me Southeast Quarter of Me Nwdreast Quarter of Section 3 Towmh p 116. Rage 23 Carver County, Minnesota, th sorbed as follows: a+'w budrsnc cam I fi 1- _ _ \ \ \ \ \ \ Beginri In, at Me Northeast comer of said! Southeast Quarter of Me Northeast Quarter, theme Southerly along Me Eart line of sad Southeast Quarter of Me gI , � ] ` I -,..f / \ _q _ \ \ Northeast Quarter to a point III feet North of Me Southeast comer of said Southesst Quarter of the Northeast Quarter, Mence Wasterly parallel with Me _ q_ \ South line Southeast Quarte, of the Northeast Quarter a distance of 281,07 feet, thence Nordese edy to a Pont on Me North fins of said Southeast Quarter _ J q^ \ of Me Northeast Quarter distance 198 0 feet Westerly from Me t of i - beg g axe Easterly g d Nourish line 198D feet to point of beg nn rg, except Me NoM 500 feet thereof. Carver County. Minnesota. ' M stn along u Me s—>>,Y—�/�0,� Records pl Carver County, Mnrasta O. \ \ \ \ \ xk' �— 1 a 3q —/ GENERAL NOTES _ _ p SURVEYOR' OWNER/DEVELOPER: \\ \ \\\\ \\ \\ 4"'tla \.. ,r\ Loucks Ken lWhM -C T�7J9jT CrM HernfeMI-ines, Suits Ns5330 61BOYnaemMe Ave. 1H \\ Chanhamen, MN 55331 \ �163Azassgs 612 -serene -L/ 1 Prepared October 13. XM. ✓ / -- I I E / l II 2. Theaddrm.AaKsdosedmdocum.nn prewdedmwobtained by Me wrveyor. or observed while coMuctin9 the feMwoh is6640 Yosemite Ave. toAWil, PREt1MINnRYPIATEAS Issuer q (F, �.�' 11/041M RENSEDLOTS I I ,I g IY tI / r n/ovt>n RPnzSn EnsEMErrts 3 The Gram lend area is 122,379 +/ aquae feat or 2.81 +/ acres. .J 6 Ms wM The becnrgsfw Mrs are based on e Carver County Coordinate System NAD 8311986 Adlustl. n _ 3 S. Benchmark MoDOT GALPIN MNDT RESET Elevation -951 A7(NAVD88) 1 Ile' er s 2 I� I Sne Bi -1 . T.N H. retire east side o1 Yosemite Ave and 150.pz (net wM citrus udrivewaydrivewayeno-ance to Ma e subjectproperty / I c ` Elevation on -102188 glAVD88) �vc� \ I v I 1 - / 6- We have drover underground u ifRes on rrNw serving the wvayad moronity per Gopher State Orni Ticket Noe 642/02368 2(12602341. The following utilities and municipalities were notifiW: Crry of Mediatory, en (952) 227-1300 Ce. Point (800) 778-91 Q / %\ Bs�� a.ArtS / I R Medacor (9521 8033800 Cerrter Pdn[Energy (612)321]621 7 -- �� Xcel Energy (80018951999 xSt19�T T65rs - / i . / I 8 g ra•r / / /1. xY Utility operators do not consistently r pored m I t q is M the Gophe. StateOne serf surveying p Po cash x this. Throes, Dae 6 ,]it, �opo t M tdoespond, oi(tanmllnot utilnew from theirmin line to the customer's structure or facility. They consider Moan m Ite, pinata' installations Mat are crusade the. just d a Thprnare' utilities on the surveyed property or adjoining Prep nes, maynotiselocated ®" \ � y� i •OB'W � j / j��r- / aeA ivats titky tor may e contacted vgate e utilities vocem rtop t IInotmahwchpmat Loucks P.gect rar by Bm dmnt P-,ct Lead P - r //� .,•tWI / °. / Maps movided by those notified above, archer Jong with a field location or in lieu of such a location, are very often inaccurate or inconclusive, Dawn By EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE Chinked By res T. TerroristRs shown GOPHER dated utror greater. lesstas Document No8180nrea1)45a-0002 fele Crew nIn HOURS IN ADVANCE AT and itions nt 6 Trims shown hereon am 8 nch dameter at breart height o. grater Older been, less Man B inches, may he pre site but are not shown hereon. Shawn harwn Jong the wevt aide of the praparty. 0 30 60 8. Tema and Conditions of Easement Agreement dated June 27, Me. August 25, 1995, as Document No. 184215 �� "• I /�-� � a�� �= �/. / j -� � - ✓ / � Shawn herwnalong eM wee siM of tla ProWrtY. SCeI a IN FEET a . I / 9. The field work was completed on September 15, 2020. / f- - fid' 4 / / / -. ' /—. 10. The mortar, sewer line appears to be outside of the easement a1 the SE comer of Lot 6, Blode 3, PHF ANT Hftk 47H ADDRION use Da.wceA/ouswm^ipm�FwmWalls •rc -` r , - - _ - _ \ \ \ - y / /' ZONING INFORMATION sxowvrlu olprrosuan Current Zen, 'RR' (Rural Residental District) k't 5 a• __ -`_ _� ®��•d d`�g / / / / - _ �. % '� - -Any toning diserficatson. setback row cementd s. bought afloor space area matnctorn, and re trading quirements, shown hereon rem was arthed to the beat of our ability and n ape to interpretation. Par Me City of Chanhemn Zoning Map wM CM Code, on Onobn 12, XX. mm foabon for Me subject i 10 roartr vv-sssfdowa. _ _ _ 1 _ _ J `_ _ � - - — _ / � / � `o•A' o> A> A � / / � i y.' .� , e / � Currtn[ 2onirg:'RR- (Rud Residential Distriry Proposed Zanirg'RSP (RurJ Single Family Distiict) i e► • J - f' CuaeM Setbacks: Proposed SetbdQa: eRresEEErmavnturaE55pmaWlsE Front 50 East Front 30 Beet xvlcwreonco AmcaWlDLorwEs.uw - --{-- -------------_� Side 10 Fiat side 10 feet wwu,EseEr """nrR1a^'�O11Erv'wE / - = J 1 Ree. 50Bex Rear 30 feet .nDAD/DeWrg WORrd Aw �'r-- - U108 _ 281/ .0) Heyht3norie or 35 (net Height3starie or 35 feet UNB, 45 ihb+tuo rte PIAL / / �r r r r i � a. • r-�•-r. -- �— Attached please find an Agency Review Request to consider a request for the rezoning of property from Rural Residential (RR) to Single -Family Residential (RSF) and subdivision of 2.8 acres into four single-family lots and one outlot with variances located southeast of the cul-de-sac for Wood Duck Lane and west of Yosemite Avenue Property (6480 Yosemite Avenue). Property Owner: Kenneth Ashfeld & Barbara Bersie- Ashfeld. Project documents can be found at www.ci.chanhassen.mn.us/2020-22. Please review and respond to Sharmeen AI-Jaff no later than Wednesday, November 4, 2020. Replies to this email will be automatically sent to Sharmeen. Thankyou! C* Jean Steckling Senior Administrative Support Specialist CITY OF CHANHASSEN PH. 952.227.1106 FX. 952.227.1110 w .ci.chanhassen.mn.us rt vi This communication is the property of Lumen Technologies and may contain confidential or privileged information. Unauthorized use of this communication is strictly prohibited and may be unlawful. If you have received this communication in error, please immediately notify the sender by reply e-mail and destroy all copies of the communication and any attachments. AI-Jaff, Sharmeen From: Kidane,Zelalem <Zelalem.Kidanel@centurylink.com> Sent: Tuesday, October 20, 2020 7:57 AM To: AI-Jaff, Sharmeen Cc: Alseth, Stephanie Subject: RE: Agency Review Request - 6480 Yosemite Avenue Hi Sharmeen, Centuryl-ink/Lumen do have underground copper line coming from Yosemite Ave to Wood Duck Ln to serve the houses at Wood Duck Ln. We may potentially have to relocate the copper line if requested. This would be billable to the developer. Thank you, LUMEN" Zelalem (Zee) Kidane Network Implementaion Engineer 1 301 W 65th St, Richfield, MN 55423 Tel: 651-312.5358 1 cell_ 202-290-7765 Zelalem. kidanelP iu men.com From: Steckling, Jean <jsteckling@ci.chanhassen.mn.us> Sent: Monday, October 19, 2020 4:15 PM To: cthompsonl@mediacomcc.com; Andrea McDowell Poehler <apoehler@ck-law.com>; permitting@minnehahacreek.org; Longfield, Lynn M <Lynn.M.Longfield@xcelenergy.com>; Monson, Cherie L. <cherie.monson@centerpointenergy.com>; MNNDEV<MNNDEV@centurylink.com> Cc: AI-Jaff, Sharmeen <SAI-Jaff@ci.chanhassen.mn.us> Subject: Agency Review Request - 6480 Yosemite Avenue CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 10/16/2020 3:10 PM Receipt No. 00452510 CLERK: ashleym PAYEE: Kenneth Ashfeld 6480 Yosemite Ave Excelsior MN 55331- 6480 Yosemite Ave Case 2020-22 ------------------------------------------------------- Use & Variance 200.00 Sign Rent 200.00 Attorney's Fees 50.00 Rezoning Fees 500.00 GIS List 156.00 Subdivision 660.00 Final Plat 700.00 Total Cash Check 6838 Change 2,466.00 0.00 2,466.00 0.00 PC ao�)o - 2 a COMMUNITY DEVELOPMENT DEPARTMENT CITY OF CHANHASSEN Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1100 / Fax: (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW Submittal Dater DD PC Date: CC Dale: I34 lu (aD 60 -Day Review Date: I I S' C (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on-site sewers ..... $100 ❑ Conditional Use Permit (CUP) ❑ Single -Family Residence ................................ $325 ❑ All Others......................................................... $425 ❑ Interim Use Permit (IUP) ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others......................................................... $425 ❑� Rezoning (REZ) ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD ................. $100 0 All Others......................................................... $500 ❑ Sign Plan Review ................................................... $150 ❑ Site Plan Review (SPR) ❑ Administrative ..................................................$100 ❑ Commercial/Industrial Districts'......................$500 Plus $10 per 1,000 square feet of building area: ( thousand square feet) 'Include number of existing employees: 'Include number of new employees: El Residential Districts ......................................... $500 Plus $5 per dwelling unit (_ units) ❑✓ Notification Sign (City to install and remove) ....................... ❑ Subdivision (SUB) NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. ........................................................................................ $200 ❑� Property Owners' List within 500' (City to generate after pn -application meeting) .................................................. $3 per address ( 52 addresses) Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑� Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements( easements) ❑ Deeds TOTAL FEE: $2,466.00 Section 2: Required Information Description of Proposal: Four lot subdivision and development plan Property Address or Location: Parcel #: 250033500 Total Acreage: 2.84 6460 Yosemite Legal Description: = CORN SE1/4 NE1/4 TH WLY PARALLEL WITH S LINE SE1/4 NE' Wetlands Present? ❑ Yes 0 No Present Zoning: Select One Requested Zoning: Select One Present Land Use Designation: Residential Low Deny Requested Land Use Designation: Residential Low Density Existing Use of Property: Residential CITY OF CHANHASSEN RECEIVED OCheck box if separate narrative is attached. OCT 16 2020 SCANNED CHANHASSEN PLANNING DEPT ❑ Create 3 lots or less ........................................$300 ❑� Create over 3 lots.......................$600 + $15 per lot lots) ❑Metes & Bounds (2 lots)..................................$300 ❑ Consolidate Lots..............................................$150 ❑ Lot Line Adjustment.........................................$150 ❑r Final Plat ..........................................................$700 (Includes $450 escrow for attorney costs)` 'Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) r❑ Variance (VAR) .................................................... $200 ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence ............................... $150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment (ZOA)................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. ........................................................................................ $200 ❑� Property Owners' List within 500' (City to generate after pn -application meeting) .................................................. $3 per address ( 52 addresses) Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑� Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements( easements) ❑ Deeds TOTAL FEE: $2,466.00 Section 2: Required Information Description of Proposal: Four lot subdivision and development plan Property Address or Location: Parcel #: 250033500 Total Acreage: 2.84 6460 Yosemite Legal Description: = CORN SE1/4 NE1/4 TH WLY PARALLEL WITH S LINE SE1/4 NE' Wetlands Present? ❑ Yes 0 No Present Zoning: Select One Requested Zoning: Select One Present Land Use Designation: Residential Low Deny Requested Land Use Designation: Residential Low Density Existing Use of Property: Residential CITY OF CHANHASSEN RECEIVED OCheck box if separate narrative is attached. OCT 16 2020 SCANNED CHANHASSEN PLANNING DEPT Section 3: Property APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Signature: Date: PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Kenneth Ashfeld and Barbara Bersie-Ashfeld Contact: Ken Ashfeld Address: 6480 Yosemite Phone: 763 — q c?q - (0 3 $ l City/State/Zip: Excelsior, MN 55331 Cell: 41Z--591 —%47112 Email: 1,11ashfeldgmaplegove Fax: -263 - 49 Y - I,11$ Signature: Date: 10/12/20 This application must be completed in f I and must be accompanied by all information and plans required by applicable City Ordinance provisions. efore filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (f applicable) Name: Todd McLouth (Loucks Associates) Contact: Todd McLouth Address: 7200 Hemlock Lane, Suite 300 Phone: 7b3 - 41(c — 47 VZ- zCity/State2ip: City/State/Zip:Maple Grove/MN/553369 Cell: 6 12 — z D7 —7 99ea, Email: Todd McLouth <TMcLouth@loucksinc.com> Fax: Section 4: Notification Information Who should receive copies of staff reports? 'Other Contact Information: ❑ Property Owner Via: ❑� Email ❑ Mailed Paper Copy Name: Tom Goodrum ❑ Applicant Via: ❑ Email ❑ Mailed Paper Copy Address: 7200 Hemlock Lane, Suite 300 ❑ Engineer Via: ❑� Email ❑ Mailed Paper Copy City/State2ip: Maple Grove, MN 55369 ❑ Other Via: ❑ Email ❑ Mailed Paper Copy Email: Tom Goodrum <TGoodrum(a)loucksinc.com> INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. SAVE FORM PRINT FORM SUBMfT FORM Deer Haven 6480 Yosemite Avenue SUB PC File No. 2020-22 (SAJ) $0.00 Consolidate Lots $0.00 Lot Line Adjustment $660.00 Subdivision ($600 + $15 per lot) $700.00 Final Plat $0.00 Vacation $156.00 Property Owners List ($3.00 x 52) $200.00 Variance $500.00 Rezoning $200.00 Notification Sign $0.00 Deeds $50.00 Attorney's Fees $0.00 Recording Fees $2,466.00 TOTAL $2,466.00 Ck #6838 from Kenneth G. Ashfeld $0.00 Balance Owed $0.00 Adjustment TRANSMITTAL LETTER Hand Delivered October 16, 2020 City of Chanhassen Planning and Zoning 7700 Market Boulevard Chanhassen, MN 55317 Attn: Sharmeen AI-Jaff Re: Preliminary/Final Plat for Deer Haven Sharmeen, Transmitted herewith is an Application For Development Review. The following are included within the packet of items submitted for review. • Application for Development Review Fee in the amount of $2,466.00. • Proof of ownership. • Submittal narrative (7 copies). • Full size subdivision plan set (7 copies). • 8 Y2x 11 subdivision plan set (7 copies). • 11 x 17 subdivision plan set (7 copies). • Full Size Final Plat (7 copies). • 8 %x 11 Final Plat (7 copies). • 11 x 17 Final Plat (7 copies). Thank you for the attention to reviewing the proposed development plan. If there is anything that needs clarification or additional information, do not hesitate to contact me at 763-494- 6351 (office direct) or 612-581-8716 (cell). My email is kashfeld@maplegrovemn.gov. Respectfully sub 'tted, 5K Ken Ashfeld 6480 Yosemite Excelsior, MN 55331 CITY OF CHANHASSEN RECEIVED OCT 16 2020 CHANHASSEN PLANNING DEPT 4 PRELIMARY SUBDIVISION AND FINAL PLAT SUBMITTAL NAARATIVE Deer Haven Chanhassen, Minnesota October 16, 2020 SITE INFORMATION Legal Description P/O SE1/4 NE1/4 DESC AS: BEG AT NE CORN SE1/4 NE1/4 TH SLY ON E LINE SE1/4 NE1/4 TO A PT 660'N OF SE CORN SE1/4 NE1/4 TH WILY PARALLEL WITH S LINE SE1/4 NE1/4 281.07' TH NELY TO A PT ON N LINE OF SE1/4 NEI/4 198' WLY FROM PT OF BEG TH ELY ALONG N LINE 198 Address 6480 Yosemite, Excelsior, MN 55331 PID 250033500 EXISTING SITE DESCRIPTION The development site is 2.81 acres in size and currently contains one single family residence. The property has frontage along Wood Duck Lane, as platted within Pheasant Hill 4`h Addition and gains access via a 33 foot right of way platted as part of Pheasant Hill 4th Addition and Stoddart Addition. Existing access is over a private drive maintained by the applicant. There are no wetlands within the proposed plat and there is a scattering of mature specimen trees with turf maintained in a manicured state. PROPOSED PRELIMINARY SUBDIVISION PLAN The proposed development plan consists of a low density single-family residential development that splits the existing parcel into four single family residential lots, inclusive of the lot for the existing residence. The existing home would remain on the property within one of the four lots while the other three lots are made available for home building. Buildable lots would be a minimum of 15,000 square feet and be able to accommodate a 60' X 60 -foot building pad while maintaining setbacks prescribed within the ordinance. The plat would include one outlot for the purposes of the private drive and stormwater collection/treatment systems. The plat would also have drainage and utility easements to accommodate cross drainage and utilities consisting of City water and sanitary sewer. The Comprehensive Plan designation for the area is Residential Low Density with a range of 1.2 —4.0 units per acre. The proposed development would have a density of 4 units/2.81 acres, or 1.40 units/acre. To the south of the existing house are steep slopes of approximately 0.45 acres. If this area was considered not buildable, the net density is then approximately 1.67 units per acre. The area of steep slope is to remain unimpacted. CIN OF CHANHASSEN RECEIVED OCT 16 2020 CHANHASSEN PLANNING DEPT SITE ACCESS The site is currently accessed by a private drive over the platted 33 foot right of way. The drive continues to the residence across parcel 250033500(6480 Yosemite). Access to the site would be accommodated by a private drive constructed to a 7 -ton design and 20 feet wide as required by ordinance. The proposal of a private drive requires a variance of which is an element of this application. Maintenance of the private drive would be defined by Covenants and filed upon the property. GRADING AND TOPOGRAPHY The existing home is adjacent to the beginning of steep slopes with a gradient to the south. The portion of the parcel that would accommodate the three new building sites slope gradually to the north. The grading plan provides for walkout sites but is proposing that each site is custom graded affording the highest probability of retaining the existing mature trees that hare healthy. It is intended that each custom design would consider for removal those trees that are currently stressed, either due to age or Emerald Ash Borer disease. UTILITIES The existing home is currently served by sanitary sewer and water from the westerly Pintail Circle location. The other three sites would be served by a watermain extension from an existing main within the existing platted right of way and a sanitary sewer extension from an existing system within Wood Duck Lane cul de sac. With the extension of the watermain to serve the three new parcels, it is proposed that the existing residence would be connected to the new main as opposed to the existing long service line to the watermain within Pintail Circle. STORWATER MANAGEMENT AND WETLAND IMPACTS The development site is located within the Minnehaha Creek Watershed District. The City's stormwater management plan requires stormwater treatment and retention ponds designed to City standards. There are no proposed wetland impacts as demonstrated by the grading plan and wetland delineation report. TREE PRESERVATION AND LANDSCAPING There are a number of trees on the site that have been planted as specimen trees. Some are quite old and are showing stress due to age (three pines and one Box Elder) or scalping over the years from lawn mowing (one stunted Maple). There are also a number of trees that are dead or showing stress from Emerald Ash Borer disease. However. there are a number of beautiful trees that it is the intent to preserve by custom site design and grading. Upon completion of grading, it is intended that individual home builders will screen the adjacent properties with evergreen tree plantings. 6 F-3 s €s�d s lodes 3(Yq�yd i - ry R 9 j .• Ydq Sq.S Oq • —'r v I I I I •a' � Y • ~ 9°g .EeFe� e �� x eJ ■ 6 F-3 s €s�d s lodes 3(Yq�yd i - ry R 9 j .• Ydq Sq.S Oq • —'r v I I I I •a' I4 • ~ 9°g .EeFe� e �� I4 3 p samreNuarvXae SBB'3gY64'¢a 214 anatrr rep snrvwn 53W corvuETE /-- - -s)__ , m flECRKMSiFa I F$iN(i uaONG 1' KEN / 1 Y: � 1 ri n m con sa-ra s coxrwa / l (•a $ I /�i� -� ,s t'_ r cur now s s sroT EsavaTae r . I rya - D lion calfCmeteossaEE p FcwEa al .. s , Il _ \ SITE DATA m ."Boy". pEcpuousa¢ i__eg A' ~','L Areas . sEANc[awgVr 1 h_ LLot Z BlockI - 15,168+/square feetw035+/-acres >noREss aosT t aur .. ends 1'l/^vC s t VI r� lost B, BbrkI - 15,012+/- square feet« 0.41+/ -awns __ me, ■■ O��I\J luat Block car Wi G, Block - 6).843+/ -square f012 .1 square eat« 01.10+Y-aaors ® cons. w -«scot e, «sham PLANMNG OUfLOTA - 2639)+/-z pare feetw0.6B+/-acres CMLENGINEERING w„�I�,l, ,� a - MNG Tota at Asa -12$3)9+L square «3.81+/ -ams rr parte LANDSCAPE ARCHITLAND ECTURE v1>___ 1-.- _.-__---_- .e -peons / v -- _ _ __ _ --- _ _ _ _ _ DESCRIPTION OF PROPERTY SURVEYED V,MRONMENTAL - •a -was /J f. __ ' ]2M Hemlxk Lane, 5urte 3W •� T . - - -- O Maple Gmve, MN 55369 I_a , e _ (Per Schedule Aof tlw Penin mhranced Tda Cammibnant Fila No:216101&I1W5) )63424.5505 I - _ +w.laudvnccam pO. --,ox - That part of he SouMeazt Opener of Me NwnalQ Comport of Section 3, Township 116, Range 23, Canon County, ofsasota, d ease, a as bllows " Beg -inning as the r to a of cornerm W fof etid Soutlreazt Quarter of tl r Northeast said Quarto; thence Sout the along Me East Imo of said So marl, pQuarter of the } $ I ys Northeast Quartertoa Point 660 feat North of Me $outlwazt ce o of said Southeast Quarto of the Noraheaza Quarpr, Menta of -cal parallel wind that T 2 of the line Southeast Quarto of ace Northeast Quarto rl dirtano of 281.0) feet then Northeasterly d0 a point on the NOM lire of aid t to th rt Quartof e - In the e, race t Quarter drsnno 19her feet WeelearlyCo fn y. Pere point of bagirinirg; dente Eartoly along siad North line 198.0 fees n Me point of i ' I - i � beginnieg, -atelia Me NoM 53.0 ko thereof, Carver County, Minrewo. ' J R«ods of Carver Conry, Miraesob. / aii GENERAL NOTES SEYOR: OWNEEVELOPER: ;,• � �.a,�:�: -- I J eat UINR/D- F• •-V-___-^r1E7� _ I O _, ,\ '• )200�Ikmbck Lan.. wile 300 WBO Yosemite Ave. - 1 ''ate J /� ! I \+; Maple Grove MN 55330 Chanhassen, MN 55331.• 763420.5505 612-501-8716 y 1. Prepared October 13, 2030 ��� ryy 11 L _ ' 2 The addrms if disclosed in documentl postal so or obtained by the aurwyoq or observed while conducting the fieldwork is 6840 Yosemite Ave. 10/14/20 PREUMINARTPUTI55UEO F• _ 3. The Grow land area's 133,3)9+/ square feet or 2,81 +/ acres. ,°"-,\ f$- _z0_ � �1 t-� 6. Tha bearingsfw Mswrcry era based on Me Cane. County Cowdnwte Symm NAD 83 (1986 AdjusU" 5 Banrhmah: Mi GALPIN MINOT RESET -d5, Elevation - 951 4) INAVD88) al / - Sha Benchmark T N H. on the awa side of Yosem teAve and 150.Dz het sound o(the driveway entranw n the subpct property. 1 I $ $ I Q Elevation -102).88 (NAVD88) 1 ✓ 6. We have shown ar underground million n /« serving the yad PnopIsGopher State Ona -Call TicketTicketNos 203102368. 202403366. The >-\ following «Imes and municipaltirs wine reefed a, p, T------------ s City of Charlestown (952)22)-1300 ContuMink (M) 778-9140 "• Mediamrn (9521 4i3-2840 Canto Point Energy 161213314121 Ill a' XeN Erergy 180018954999 ense No�.sew.a. .s mis" 9�476�'�T. --'1 �` ''d Y/ ler- I. Utility operators do not ewltiwend, respond to loan repasts throgh the Gopher Some One Call wrru fon surveying purposes such as Mit. Those Date Man xys/ polity operators that do respond, often will not loon util firs from thair maint th e to e customer s structure car fankty. They consider those ti ties laproperty yrT - y --Tl r 'prve' pecallatvan ar that e ounde droll, jurisdiction. Thnse'privt oftinsn the oe tunneled w adjoining, Y o rat loted y �• _ qi�� .q/ / �- scot- most operates wall not mark sud'pma4' «Imes A pnvace uul ty Iota[ r may be contacted to nvestgate these unditices fund f -quested '-de, Proieet N. 2127 •�` -a \ \, r \ 3". - // �% \ / we k,• M lis Nowdetl by Mose notified above, a Mer along with afield location w -n Ireu of wch a location are very often-naccomor or inconclusive. �r By a NS EXTREME CAUTION MUST BE E)(ERCISED BEFORE AN EXCAVATtON TAKE$ PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE Credited! By MS REQUIRED BY LAW TO NOl GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 811 or (651) 454A002. Food Crew MA 6 Trees shown Motion are B inch diameter at breast Pe' ht w greater. Other trees, less than a inches, may Pe on site but are not shown Person. lop ) Terms and Conditions of Essential Agreement dated June 2T,1990, August 25, 1995, as Document No. 184214. f Shown hereon along the wart ache of the prop". D- =o 60 13. Terns and Conditions of Easement Agreement will June 27. 1994, August 25, 1995, az Document No. 184215. �� •" I Shown hereon along the wart sde of the pmperty. SCAI-E IN FEET l, 1 _ _ 19. The field work was completed on September 15, 2020. ____________ 10. The samdry., line appears to be outside of the easement at the SE corner of Lot 6, Block 3, PHEASANT HILLS 4TH ADDITION 'a. wassessolosion. I 4 � error . `• I ZONING INFORMATION shol II s I •I Current Zonis, 'RW (Ruol Residential Disadc0 ~ 61 I Any zoning dassifiosetack tion, brequirements, Might and flow space area rrsMctions, and tanking requironmts, shown hereowa n, s researched to the 6 � I --- - -� i i best of our ability and is open to imerpmntion. Per the City of ChaMawen Zoning Map and City Code, on October 12. 2020, information fon the object Hj) II Ill Propend sea follows: 13, Curentionrg:'RR'(RwalResidmtialDistric0 Proposed Zoning'RSF'IRmlSinglaFamilyDistdry CITY OF CHANHASSEN "' "' RECEIVED �r I Curmt Setbada: Proposed $aFront 3 ____________________________________ FrwR 50 fent Front 30 rel sacsraTxwonSMe�ptlr®aa t _J Side lO hat N•0416ratoapl0•almtaB.atO _ Rea50laet Racer e 30 feet OCT1 ('a 2020 10 feet as"KA aTNantµla, wea'a won I ,tyi71p.•lC II 1 V eorwT®,atoaoee•emmaarur _ fhyht 3 storks w 35 hat Height 3 srodes w 35 feet LacM9a'aNdRENaT. I .. •-.: :'Tr rs • IT 382.01 CHANHASSEN PLANNING DEPT I ; ;) f; i •• LEGEND .. ,'; • I .. %; ; ; , I • wuwoswmXsroraaBar -»- 51aN wad /- .• -r- Prmo65aeet a. . , , ,. -O sY[Or uKaL[NaM YoMwlAe®1Nswa . T �- LIr .. ..• I • \lens rIlrzY ! MEM.WiA®Eaaemn ♦♦_• rr a_Y_-a ,` -> >- ranstwa r `_a , EER HAVEN �, r r =tr, te � WLM STdrE •] V0d' aM(lK • r r ._ i i G. I m.. _ _ _ ., .. �- [ amwooaurwr -c- aaar�pwTEranrE .. _ _ _ _ .. .. .. .. .- _-i- no ``. ra Na,nprauawl --n- - oL4N uw wav I - -.-•- Ixommw¢ .. .. .. .. I '1pje ora uvry O sToat wase. - cOltau exam p samreNuarvXae SBB'3gY64'¢a 214 anatrr rep snrvwn 53W corvuETE /-- - -s)__ , m flECRKMSiFa I F$iN(i uaONG 1' KEN / 1 Y: � 1 ri n m con sa-ra s coxrwa / l (•a $ I /�i� -� ,s t'_ r cur now s s sroT EsavaTae r . I rya - D lion calfCmeteossaEE p FcwEa al .. s , Il _ \ SITE DATA m ."Boy". pEcpuousa¢ i__eg A' ~','L Areas . sEANc[awgVr 1 h_ LLot Z BlockI - 15,168+/square feetw035+/-acres >noREss aosT t aur .. ends 1'l/^vC s t VI r� lost B, BbrkI - 15,012+/- square feet« 0.41+/ -awns __ me, ■■ O��I\J luat Block car Wi G, Block - 6).843+/ -square f012 .1 square eat« 01.10+Y-aaors ® cons. w -«scot e, «sham PLANMNG OUfLOTA - 2639)+/-z pare feetw0.6B+/-acres CMLENGINEERING w„�I�,l, ,� a - MNG Tota at Asa -12$3)9+L square «3.81+/ -ams rr parte LANDSCAPE ARCHITLAND ECTURE v1>___ 1-.- _.-__---_- .e -peons / v -- _ _ __ _ --- _ _ _ _ _ DESCRIPTION OF PROPERTY SURVEYED V,MRONMENTAL - •a -was /J f. __ ' ]2M Hemlxk Lane, 5urte 3W •� T . - - -- O Maple Gmve, MN 55369 I_a , e _ (Per Schedule Aof tlw Penin mhranced Tda Cammibnant Fila No:216101&I1W5) )63424.5505 I - _ +w.laudvnccam pO. --,ox - That part of he SouMeazt Opener of Me NwnalQ Comport of Section 3, Township 116, Range 23, Canon County, ofsasota, d ease, a as bllows " Beg -inning as the r to a of cornerm W fof etid Soutlreazt Quarter of tl r Northeast said Quarto; thence Sout the along Me East Imo of said So marl, pQuarter of the } $ I ys Northeast Quartertoa Point 660 feat North of Me $outlwazt ce o of said Southeast Quarto of the Noraheaza Quarpr, Menta of -cal parallel wind that T 2 of the line Southeast Quarto of ace Northeast Quarto rl dirtano of 281.0) feet then Northeasterly d0 a point on the NOM lire of aid t to th rt Quartof e - In the e, race t Quarter drsnno 19her feet WeelearlyCo fn y. Pere point of bagirinirg; dente Eartoly along siad North line 198.0 fees n Me point of i ' I - i � beginnieg, -atelia Me NoM 53.0 ko thereof, Carver County, Minrewo. ' J R«ods of Carver Conry, Miraesob. / aii GENERAL NOTES SEYOR: OWNEEVELOPER: ;,• � �.a,�:�: -- I J eat UINR/D- F• •-V-___-^r1E7� _ I O _, ,\ '• )200�Ikmbck Lan.. wile 300 WBO Yosemite Ave. - 1 ''ate J /� ! I \+; Maple Grove MN 55330 Chanhassen, MN 55331.• 763420.5505 612-501-8716 y 1. Prepared October 13, 2030 ��� ryy 11 L _ ' 2 The addrms if disclosed in documentl postal so or obtained by the aurwyoq or observed while conducting the fieldwork is 6840 Yosemite Ave. 10/14/20 PREUMINARTPUTI55UEO F• _ 3. The Grow land area's 133,3)9+/ square feet or 2,81 +/ acres. ,°"-,\ f$- _z0_ � �1 t-� 6. Tha bearingsfw Mswrcry era based on Me Cane. County Cowdnwte Symm NAD 83 (1986 AdjusU" 5 Banrhmah: Mi GALPIN MINOT RESET -d5, Elevation - 951 4) INAVD88) al / - Sha Benchmark T N H. on the awa side of Yosem teAve and 150.Dz het sound o(the driveway entranw n the subpct property. 1 I $ $ I Q Elevation -102).88 (NAVD88) 1 ✓ 6. We have shown ar underground million n /« serving the yad PnopIsGopher State Ona -Call TicketTicketNos 203102368. 202403366. The >-\ following «Imes and municipaltirs wine reefed a, p, T------------ s City of Charlestown (952)22)-1300 ContuMink (M) 778-9140 "• Mediamrn (9521 4i3-2840 Canto Point Energy 161213314121 Ill a' XeN Erergy 180018954999 ense No�.sew.a. .s mis" 9�476�'�T. --'1 �` ''d Y/ ler- I. Utility operators do not ewltiwend, respond to loan repasts throgh the Gopher Some One Call wrru fon surveying purposes such as Mit. Those Date Man xys/ polity operators that do respond, often will not loon util firs from thair maint th e to e customer s structure car fankty. They consider those ti ties laproperty yrT - y --Tl r 'prve' pecallatvan ar that e ounde droll, jurisdiction. Thnse'privt oftinsn the oe tunneled w adjoining, Y o rat loted y �• _ qi�� .q/ / �- scot- most operates wall not mark sud'pma4' «Imes A pnvace uul ty Iota[ r may be contacted to nvestgate these unditices fund f -quested '-de, Proieet N. 2127 •�` -a \ \, r \ 3". - // �% \ / we k,• M lis Nowdetl by Mose notified above, a Mer along with afield location w -n Ireu of wch a location are very often-naccomor or inconclusive. �r By a NS EXTREME CAUTION MUST BE E)(ERCISED BEFORE AN EXCAVATtON TAKE$ PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE Credited! By MS REQUIRED BY LAW TO NOl GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 811 or (651) 454A002. Food Crew MA 6 Trees shown Motion are B inch diameter at breast Pe' ht w greater. Other trees, less than a inches, may Pe on site but are not shown Person. lop ) Terms and Conditions of Essential Agreement dated June 2T,1990, August 25, 1995, as Document No. 184214. f Shown hereon along the wart ache of the prop". D- =o 60 13. Terns and Conditions of Easement Agreement will June 27. 1994, August 25, 1995, az Document No. 184215. �� •" I Shown hereon along the wart sde of the pmperty. SCAI-E IN FEET l, 1 _ _ 19. The field work was completed on September 15, 2020. ____________ 10. The samdry., line appears to be outside of the easement at the SE corner of Lot 6, Block 3, PHEASANT HILLS 4TH ADDITION 'a. wassessolosion. I 4 � error . `• I ZONING INFORMATION shol II s I •I Current Zonis, 'RW (Ruol Residential Disadc0 ~ 61 I Any zoning dassifiosetack tion, brequirements, Might and flow space area rrsMctions, and tanking requironmts, shown hereowa n, s researched to the 6 � I --- - -� i i best of our ability and is open to imerpmntion. Per the City of ChaMawen Zoning Map and City Code, on October 12. 2020, information fon the object Hj) II Ill Propend sea follows: 13, Curentionrg:'RR'(RwalResidmtialDistric0 Proposed Zoning'RSF'IRmlSinglaFamilyDistdry CITY OF CHANHASSEN "' "' RECEIVED �r I Curmt Setbada: Proposed $aFront 3 ____________________________________ FrwR 50 fent Front 30 rel sacsraTxwonSMe�ptlr®aa t _J Side lO hat N•0416ratoapl0•almtaB.atO _ Rea50laet Racer e 30 feet OCT1 ('a 2020 10 feet as"KA aTNantµla, wea'a won I ,tyi71p.•lC II 1 V eorwT®,atoaoee•emmaarur _ fhyht 3 storks w 35 hat Height 3 srodes w 35 feet LacM9a'aNdRENaT. I .. •-.: :'Tr rs • IT 382.01 CHANHASSEN PLANNING DEPT SHEET INDEX Ml COVER SHEET C7-1 EXISTING CONDITIONS PLAN C7-2 DEMOLITION PLAN C2.1 SITE PLAN C3-7 GRADING PLAN C3-2 SWPP PLAN C3-3 SMP NOTES & DETAILS 07-1 UTILITY PLAN CS -1 DETAIL SHEET L7-1 TREE CANOPY PLAN 12-1 LANDSCAPE PLAN 13.1 LANDSCAPE DETAILS CITY OF CHANHASSEN RECEIVED OCT 16 2020 CHANHASSEN PLANNING DEPT DEER HAVEN CHANHASSEN, MN PRELIMINARY SUBMITTAL: PRELIMINARY SITE, GRADING, UTILITY, LANDSCAPE & PLAT CONTACTS OWNER KEN ASHFELD 6480 YOSEMITE AVE. CHANHASSEN, MN 55331 CIVIL ENGINEER LOUCKS 7200 HEMLOCK LANE SUITE 300 MAPLE GROVE, MN 55369 TODD MCLOUTH, PE TEL: 763424-5505 :m LOUCKS !¢e - , i F CONTACTS OWNER KEN ASHFELD 6480 YOSEMITE AVE. CHANHASSEN, MN 55331 CIVIL ENGINEER LOUCKS 7200 HEMLOCK LANE SUITE 300 MAPLE GROVE, MN 55369 TODD MCLOUTH, PE TEL: 763424-5505 :m LOUCKS �m9/ @! 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I I i° pi KB iF P15 ' E I IIjj $ ¢° a i± F4 d R e $� + RRDIg� FR l' 8 tt Fie eat _ § ¢ a Ri �8 F E+4 5�i }k �.¢4�i I �¢ddaits ig °g 1$11111 1� E $ a . €R i ¢ � ��yq 11RU Pp g p+�ill1 9 Saiapz°�R 3i �gnie 11 1 d R a 4 d gSg4al# d{ PP €z F�tl Bill P4 a $ 11 � @ g ai it 4 is¢s tf;' IngBaop g # i $�: �b�& ➢$ eBa1i�� $ills ° bit P$0?1+ gI I ea 34¢iE H � g1 i$ $g116 i 1�p� n F $�$ n i s c $` ! a y¢ €l 4 ; @€p gQ aSyp'� i kap $F a g q i (p$p It YYY ,° aeQ jp 3 OR 10 � it 1�4E p6_� ��p � � 33atiY 5g66° 5 ! g 3� ::5 p13� FFl9 E ild i Stl P ilFAFY[Ik pe g a4� '4IRRE �a ! ;aF•; l; ii € piggE $ l l i! 6a !$� 4 ¢i4 @ FF = F ��� HeYa ° � Pt ! �i E 'lip k 3 00 151111 Ill 11111 Ill; 111 ii if 111105 10 € g i i Iil3 ill [i•i $a "sGeo38ae33 till ! g E a t E Fit 1110 IIA a c i? s$e°Rgg Jig F€k3 €k! I I i° pi KB iF P15 ' E I IIjj $ ¢° a i± F4 d R e $� + RRDIg� FR l' 8 tt Fie eat _ § ¢ a Ri �8 F E+4 5�i }k �.¢4�i I �¢ddaits ig °g 1$11111 1� E $ a . €R i ¢ � ��yq 11RU Pp g p+�ill1 9 Saiapz°�R 3i �gnie 11 1 d R a 4 d gSg4al# d{ PP €z F�tl Bill P4 a $ 11 � @ g ai it 4 is¢s tf;' IngBaop g # i $�: �b�& ➢$ eBa1i�� $ills ° bit P$0?1+ gI I ea 34¢iE H � g1 i$ $g116 i 1�p� n F $�$ n i s c $` ! a y¢ €l 4 ; @€p gQ aSyp'� i kap $F a g q i (p$p It YYY ,° aeQ jp 3 OR 10 � it 1�4E p6_� ��p � � 33atiY 5g66° 5 ! g 3� ::5 p13� FFl9 E ild i Stl P ilFAFY[Ik pe g a4� '4IRRE �a ! ;aF•; l; ii € piggE $ l l i! 6a !$� 4 ¢i4 @ FF = F ��� HeYa ° � Pt ! �i E 'lip k 3 00 151111 Ill 11111 Ill; 111 ii if 111105 10 € g i Milli 9 ¥ 11lim 1 R,l,Np u |. b 2 | o`h l�k| � |, ¥� : k }k!! ! � ) ) 11111111 iint +af;ait= s4 l�INaI�UiM�� 1a I.t� =e ryG t ■C il,:lllii?! s ►!if �e i��3secbb333e33 !1y r 8 d� 6G2 a �ee �E�F � e @@@�� �• �da F ' �S JA I— — — —11 I II II II: 11 II II 11 J j �I _ i�1r11111111 RII: g3 ®,' II SII. �_`1111111111.�I:1 F}5F3E° II lid E •Fd�°g EQ a61 Q F +�F9 egg III III Il J sE life�dF'a€Id�e13 j 33 a I'6 p T d��e9 � • Y � EI c 3��� .' 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II 11-11' II II 11=11 I II=1r1 .Il: -ll 11111111:1 I II II �:II1111=11- II II. 11=I1 lr. 11= III III Il X�111 ��m Idl'a�a: 1111 ...;. ;: •.� ••, ®i 7 �9 a, � I it , ,:i:t•fl=; .E O €i @ -���E ■i sl l:Illliii tip; �a ifl�! eaaaaaaaaaa Q €i @ -���E e � YY �I 8lp ilj� Jill eggaa �1061 s lt 1 :h Ill PI r > 2 � d Q Q � I 2 a r' a J V w w F V)All 5 a w QaQ '� IM!tM 4 ■ s �,. �,eaobbe33e333 JAI1r1{1 e [ pis o ; 1p u m fill, a m� C An �& $ s3 an ay. 6 1'sib? 11,3 11111H H 5 a w QaQ a jig II a I a1�R L a1 Iii � 11gll PIP111 Y jR Rl s a � � lie mill p 66 _�i 4aF fa fi��.� i §g e 5§� dR pa 1`11 � M Him 1 � § :" dei i ► 3 9�tic ai as 6 1®®91{=S pqivigil@ g 1 1 @@7p R)')$ Sii �g§�I Ra 1 a#yi„e6 a ��4� �'i��G lip I ii ga3 89 9ii R1i411 ! sa$°FPii9 i, gq � Jill: 3� a F ! .A ag 7 Qe $ p III 5 il8i@ $ R §§e 8 gR 64 ke l's 111,14 !ji{I�lii!(1R 1�F d ■ 1l4! fil 11.1 1e 11111 8-a065am 33 a jig II a I a1�R L a1 Iii � 11gll PIP111 Y jR Rl s a � � lie mill p 66 _�i 4aF fa fi��.� i §g e 5§� dR pa 1`11 � M Him 1 � § :" dei i ► 3 9�tic ai as 6 1®®91{=S pqivigil@ g 1 1 @@7p R)')$ Sii �g§�I Ra 1 a#yi„e6 a ��4� �'i��G lip I ii ga3 89 9ii R1i411 ! sa$°FPii9 i, gq � Jill: 3� a F ! .A ag 7 Qe $ p III 5 il8i@ $ R §§e 8 gR 64 ke SHEET INDEX CO -1 COVER SHEET Cl -1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET L1-1 TREE CANOPY PLAN 1-2-1 LANDSCAPE PLAN 1-3-1 LANDSCAPE DETAILS CITY OF CHANHASSEN RECEIVED OCT 16 2020 CHANHASSEN PLANNING DEPT DEER HAVEN CHANHASSEN, MN PRELIMINARY SUBMITTAL: PRELIMINARY SITE, GRADING, UTILITY, LANDSCAPE & PLAT ANTHEM PL. r nU/NFR PROJECT AREA CONTACTS KEN ASHFELD 6480 YOSEMITE AVE. CHANHASSEN, MN 55331 CIVIL ENGINEER LOUCKS 7200 HEMLOCK LANE SUITE 300 MAPLE GROVE, MN 55369 TODD MCLOUTH, PE TEL: 763-424-5505 i■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7M I oh Larc. Lrt 3B0 M p4 Gave. MN 55369 763,426.555 wwwlo��mm mow:; W&W PREUMINARYSUBMITTAL �dh5owd.an®. Home No.lemw.uma n 20383 Dan 10.16-A -D Project No. 2527 Pmlect Lead TWM Dram By TRG C6e6ed By TNM R—Den 10.1620 C0 C14 EXI5ENG CONDITIONS PIAN Cl 2 DEMOUTlON PLAN C2-1 SITE PIAN Cil GRADING & DRAINAGE PIAN C 2 SVPP PIAN C3.3 SWPP NOTES & DETAILS C l LRIU PIAN Bl DETAIL SNEET LIA TREE Cd NOPY PIAN L11 LANDSCAPE PIAN W LANDS DETAILS i I 8G C� I " ` �/j uxrsDPtaaawi �r q, / x 1 Is / I i I ,�M.• .r.3m I I ,,.� � / vee / I \� sae 3 � • I� 1� 11\ I �� % �, � 1---- ' I \\ \ \\ \ . \ '.___.• .\ .ria u'.\ __ __________ ________ _______ _______ ____ \ Z >-__-\yN p I I I , I I I , I I I I I I I I I I I I , I I I I I I � � LA1115OP1IX1O35UMY 1 I I I I I 1 I I , I I I , I I , , I I I I , I I I I I I I I , I I I I I I I I I i I I I I I , I I I I I I 1 I , I I I 1 I , I I I I I I I I , I I II y_ _ _ _ _ _ _ _ _ _ _ _ _ _ - — — I ------------------------------------------ �>— DESCRIPTION OF PROPERTY SURVEYED (Pw Schedule A of dM Mroin rvkmrud rrde Commitment FleNo: 2164018-14105) That part of Me SolAfrast OwMr of the Northeast Quarter Rf Section 3, Township 116, Range 23, liner County, Mirmo oto, described as follows: Beginning rt the Northeast come, of mtd \xe SouMeat p rter of the Northeast Quarter, thence Southwly along the East line of mid Southeat tl \ Quarter of theNorthemOw t rteForm 660 r m a Ffeet North of the Southeast come, of mid Southeast Quarter of the Northeast Quarter, th e ce Westerly, parallel with the South line Southeast x Quieter of the Northeast Ouarmr a distance of 281.07 feet thence Northeasterly to a point on Me North line of said Southeast Quarter of the NRrheaat Guanar distance 198.0 feet Westerly from the point of beginning; thence Easterly along Siad North line 198.0 feet to the point of beginning, R R except the North 80.0 feat thereof, Carver County, Minnesota. Records of Giver Comity, Minnesota. DUSTING CONDITIONS GENERAL NOTES 1. The addressR disclosed in dmments provided to or obtained by the wneyca, or obsarved while corduong the fieldwork is 6840 Yosemite Ave. X8 2. The Gross land area a 121,3)9 N square feet or 2.81 ♦/- soros. 3. The bearings for this wrvq are seemed on the Caner County Coordinate System NAD 83 (1 986 Adjua0. 4. 11encltion - MrOO51.47 AA 88 MNDT RESET Elevation -951.4] (NAVO88) Rnn Sim Benchmark. T.N.H. on the eat side of Yosemite Ave and IK.A feet south of the driveway ! Y p entrance to the object property. L3 Elevation - 1027.118 MAV W) 5. We have shown underground utilipa on and/or serarg the wraye l property per Go her Stam Orr 11 rrdut Noa. 202402368, 202402364. The fallowing utilities and munici,litias were rrotrF d: Cr, of Chanhassen (952) 22]-1300 C ms,,Aink (800))]8-9110 Medlecom (952) 44}2840 timer Point Energy (612)3212421 Xol Energy (800) 8952999 i. Utility operator do not consistently respond to loom requests through the Gopher Stem Oro Call service for wnying purp<a m such a this Those utility oParemr the do respond, often will not loom utilHia hose their main line to the artomer's structure or facility. They consider Mase utilities -,Fmrate- installations that aro outside Mair jurisdiction. Them .private' utilities on Me wreeyed property or adjoining properties, may rpt be located since most operator will not mak wrh 'pmam' Wines A pmate uflrty locator may be contacted to immangate Mem vel tie fuller, 4 requested by the client R. Alps pro-nded by Mose notified above, erther along with a field location or in lieu of such a lootion, are very often inaccurate or mconcluebe EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAIffS PLAU ON OR NEAR TH6 SME BEFORE DIGGING, YOU ARE REQUIRED BY AW TO NOTIFY GOPHER STATE ONE CALL AT IFAST 46 HOURS IN ADVANCE AT 811 or (651) 4544D002. 16. T. shown hereon are 8 inch diameter M bent Might or greater. Other meas, las Man 8 x iMres, may, be on sits but are rpt shown hereon. ]. Tame and Cwditiens of Easement Agreement dated Jum, 27, 1M. August 25, 1995, as x Docar ent No. 186214. Stowe h q Stanan akmB the wast slda of the property. B. Temp and Conditions of Easement Agreement dated June 27, 1M&, August 25, 1995, as Doarmant No. 184215. awn ha Shrem along the wart cede of the property. 9. The, find wok was completed on September 15, 2020. 10. Thsmanr'brve ser lim&ppeau m be oumidtM e of easements rt this thisSE comer of lot 6. Bleck 3, PHEASANT HILLS 4TH ADDITION 0 30 60 SCALE IN FEET i■ LOUCKS PLANNING CML ENGINEERING IANDSURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Stine 3011 Maple Grme, MN 55369 )63.434.5505 «w«.l com w�+4 eocow ` �aan«re,—,w eare— d! I616A PRELIMINARY SUBMITTAL Liave No.•mf«repo. w 2NBi Date 10 -WW tca is Prow No. =7 Rns,soT, TVNIW Dr choked By TINM Review Data 1P1620 Cot 4EaaaNTop ria Gopher State One Call ® DOB'IIMG CONDMIONS PUN C14 TUL.14aaEa.tra 0 30 60 SCALE IN FEET i■ LOUCKS PLANNING CML ENGINEERING IANDSURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Stine 3011 Maple Grme, MN 55369 )63.434.5505 «w«.l com w�+4 eocow ` �aan«re,—,w eare— d! I616A PRELIMINARY SUBMITTAL Liave No.•mf«repo. w 2NBi Date 10 -WW tca is Prow No. =7 Rns,soT, TVNIW Dr choked By TINM Review Data 1P1620 Cot COAR SHEET Cl -1 DOB'IIMG CONDMIONS PUN C14 DEMIXfTION PUN a-1 SME PUN l31 GRADNC i DRAINAGE PUN Cyt $NTP PWA l93 AWP NOM 6 DETAILS W1 UTRIttPUVI CL1 DETA&. Lt -1 TEECANOPYRAN 12-1 WASCIJE PLAN Lit LANDSCAPE DETNLS I / \ ------------ / \ REPLA¢IX PA \ n / \ FOR Imm LII-ANsruuTaN \ \ FOR I Rf➢Ex CURB UIIUIY NSTAUATMXV SITE DEMOLITION SPECIFICATIONS- \\ COMRACTOR!R(ALL REMOVE ANDIOR RELOCATE D(WEING PRNATE UERDIES AS NECESSARY. CONTRACTOR TO COORDINATE ACIM116 MTEH IETRITY n`\ COMPANIES. \ I 3. CONiRACfOR SHALL PROTECT SURFACE AND SUBSURFACE iFATURES NOT NOIFD EOR RFMUVAL 3. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGFTAT10N WIMIN _ CONSTRULTON UMIR, $TRW TOP SOIL, AND SfOCXPILE ON-SITE. REFER TO A GMOING PLAN AND SV/PPP EOR SEDIMENT AND EROSIONCONTROL REMOVE EXISTING TREE, EYE. REQUIRPMENR. A. AND AND RFM(ri'EULAL TREES, 51-1VEGETATXT`1 FOSDEDEMISESEPE PRIOR 4F- ER GRADING.ALL RDAOVEDMATERIALSHALLBEHAULEDABIL THE SER DAILY. EROSION ME ME TORN ES SHAL LILBE IMMEOREV PREVENTION FI -AN (S UPON aP REMOVAL. SEf THE STORMWATFR POLLUTION PREVENTION PUN (SWEEP). 5. CONTRACTOR OMER FAIOVEALL D. SURFACE fEATURES WfMIN REMOVAL FETLJ UNLESSOTHERWISENOTED. 4 6. BIT TOA NEAT PALED RfMOVALSARE TO BE MAOF TOA VFKTKAL SAWM g OR TO PAVEERLED EDGE ). CONOTEIF PAVFMEM,SIDEWMI(NRBBGUEIER AND Ol11E0. POURED $ CONCRFrt REMOVE IX RETMNING WALL ITEMS ARE TO BE REMOVED TO AN EXGTING WANSON OR � } CONIRKTION plNi. SAW MAS NECESSARY EOR A NEAT EDGE OF RFAMJVAE 1 8. ALL RFM REALS SHALL BECOME THE PROPERTYOf THE CONTRACTOR UNLESS 'I SP MEETING OTHERWISE AND SHALL BF DGPOSEO D<Off-STfF IN A MANNER * MEETING ALL APPUUBIF REGUul10NS. 9. THE CONTRACTOR SHALL BE RfSEONSIBLE FOR THE RENR VAL AND RBLACFMEM OF ALL SIGNS, MMLBOXES, ETC I 10. ANY DAMAGE TO ME NOT NOTED TO BE REMOVED SHALL BE THE i ORIGIN SIBIImO THE WITH NO ADDITIONAL OOMEREAA NOR REP ACED TO X I ORIGINAL CONOIIION WRH NO ADOffIONAL COMPENSATION. I 7 RFAKNE DRSTING DRF f AY X? DEMOLITION LEGEND REMOVE EXISTING CONOEEfE PAVING, / \ SIDEWALIZ, ISLANDS ETC I O'NTING CURB 6 GUTTER I •.•.•.•."••.•.•.•.•. RETAININGWAL ,PAVEMENT I IARKIN ,, WOOD FENCE, BI IRREMOVE EXISTING STORM, SEWER, OR WATER SfRLJCELJRE. I I.____________ y i � REMOVE EXISTING TREE j Oo I I � , ) � - GUL VCNF YaU OIGi I I e ® Gopher State One Call 1 Y i , � I I [ igLNfRIEImmEl--11J 4� WAWING •- i 1 eq I - qa I I I _ 11< murvrc+u Ruu a ®BABE ru CAVFIL FOR LIXA r aF Au ! E I F _ _ FYbTw VMH EI{Y 9Wl mOPBATF MITI ALL M C AN6 N I YYYR F 1 NyMAINNL 11A93NIR.VO/4 BflOFAIION Of IeB I q I 11( CONIMLTpy yWL RWIA[{ U,y1Q STAR (Ml LVL AT .115MN} AT I I IfAST N WIMS N .4ND Po0. TI(16A1O16 m NL VM90DUIa Mm p dGMtI�MSIBA�C CIt Ruu PaAxv«ieV�alMF..'F .UAN1. I � I WtlMGCOt6TRUCIDH ATNOC6LTTOM O'MEL 16V 1 I I I I , I I I I I 1 I I ( I I I I 1 I I I I I 1 I 0 30 60 I I _ � SCALE IN FEET i■ LOUCKS PLANNING CNIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL TXD HNNRrI< lane. Sade 30D WPW Greta. MN MM9 )63AN.MM �vww.budvN.mm e w..e..e«.wet wbnw�.nw.'w,hw 101620 PRELIMINARYSUBMIITAL Llw—No.rme w. wwa.N M033 Date 1016-M LCL P, DEMOITTRIN PLAN Prgect Lead TWN 0. By TRG BY 1WM — Re„ew W. 1016211 C61 COVER SHEET Cl1 EmnNG CONDIEgNS PLAN C1 2 DEMOITTRIN PLAN C2-1 SITE PLAN Cit GRADING B DRAINAGE PLAN C 2 SW PP PIAN C}3 SWPP NOTES B DETAILS C41 IJRLm PLAN CBt DETAIL SHEET LI -1 TREE CANOPY PLAID Lbl LANDSCAPE PLAN W fANDSCAPE DETAILS NMaw IJ Niam < c a'KGwr REPLACE M PAWMEM A NRB EOR SANITARY SEWDI CONNECTION ti»MI�m I I CI 1 EXISTING CONDRIONS PIAN I g I I 55 I • I C}2 - I m I I LFrRITr PLAN p MWMNNGTBISLIV[F ANONn K9KATKNR LI6 -+ TREE CANOPY PLAN THE RINIRKIp NLYL CONTKT f/}1ER EMTE ONE ENL AT H1. AT N]Il6IN NN.VEE EQ TF IRAlO16 [E ALL LMBOtAM WPB. WR)SCME PLCO l31 � LV16, mNGA15.IER MWG$VNAS 11 pr19 R1EW STMIffi EHL%F I I I I I B I I I I I 1 I 9 I I I I I I I I I I I I I I I I I 1 I I 1 - I I I I I I I I I v I I I I I I _ _ _ _ I I CENTER M.ORrvE ON I _ _ _ _ _ 1 — — — — — — — — — FxImNC NRB err _ y 1-1 GENERAL NOTES 1. AVNFBOTA HATE STATUTEG. DIIAVNIONCIR oN iFR Y.OPIER STAR ONF GVL•PRIORro COIANfNaNc MlY GRADING. D(UvnTION OR uNOFRCRWNDNgRK z THE coNTRAcrDR vluL EIELn VERIFY Loutarvs FUND LuvATaFaa E%mlNc umm¢ AND TOPOOWIBC FFATLN¢IRIOR To caAMEF%EMEMaCaSTRLICTLN ALTATY. ME COMPACTOR SHALL NOnLr THE FNcwFFR OF AM oGQBAN06okvARlAIpNS rRCMI THE INS. 3. THECONTRACTORSHALLTAKEALLMR UT NfCHSARYTOAWIOE90PFR3YUAMIGEM ADHCEM PROPERn¢ DURING THE CONSTRUCTION RIMY OP THIS PROI[CT. TIHCONTURINGR D •� WILL BEHELD RESPONSIBLf ip(AMROJA. TOAD3/�NT HOPIXII¢OCCURWNG WRWL THE CONSTRVCTION %NSF OF THIS %tOIECT. A. THECOMRACI MLLSERESIONNBLEPORPRD Mg MDMVMNNINLTR KCONIROL IN FEET DEVICESSL HMWRIUM WMNINLSIGNS,DIRECTRNNLSIL:NS,MGNENANDLIO M CONTROL THE MOVEMENT OE TRAFFIC WHERE NFCESS4LY. PIACDAEM OF THESE DEVXFS SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMEN. TRAFFIC CONTROL DMCFS YNLL CONIORM TO THE APPRCPRMTE MINNESOTA OFPARSMFM OF TRANMORTATRTN FTANDARM. S. IN ACCORDANCE MATH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WALL BE SOLELY AND COM M11DY RESPONSIBLE FORCONgT1OFL5 CNI ME 100 SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY WRING THE RRfORANNCF DI THE WORK. THIS REQUIREMENT YNL AWLY COMINUWYY AND NOT BE LIMITED TO NORMAL WORRINL HIXIRS. L ME DUTY OF THE ENGINEER OR ME IXVELOPER TO CONWCTCONSTRUCl10N RENEW OE THE CpARILTORS PWORMAPI3 6 NOT INTENDED M INCWIX REVYW M THE ADEQUACY GO THE NHTRACTOR.S SVkIY MEASURES IN, OR NEAR TIECTIISIRIICIpN AIF. 7. BEFORE BEGINNING CONSTRIICTgN THE CONIINCTOR 44ML INSTALL ERCT AND YDIYMATION CONTROL MEASURES IN ACCORDANCE WTM IPO¢ PERMIT REQUMEMFMR BW ANNAGFMEM PRACIICFS. nATEAND LDW RT17UIR¢IFNIS AND ME DETAILS SHOATN ON THE ADETAIL SHEETS) OR ME MCMCTPUNS 4 B. NL CIXS UCTION PFRWTS,ANLIGTIONS AND FEES ARE ME RE5Pp81BIUUN OF THE `C CONTRACTOR. 9. ALLEMRANT5 CE ESTATE AND LCIC L 51PFE15Y . BF LDN5IR11CIEDPFR BE RFQUIRFMENR CE ME HATEANO LOULflM6DNS M RE UI CONIRACTCR 511ALL BE py RFSPONSNLF fOILALL PONMITSAND NOTFIUI%Id AS REQUF®. a IO.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PFR THE REQUIREMENTS OE ME CITY. s ALL TRAFFIC CONTRW SHALL BE FRONDED BY ME [CONTRACTOR AND SHALL N ESTABLISHED PFR ME REQUIREMENTS OF ME MINNEXITA MANUM OE UMEOBM TRAFFIC CONTROL DENCES IMUTCD) ANDMECOY.M651NLLlN UDEALLSIGNIGEBARRIUOES,ILWIIMMD T FLEGCM AS NEEDED. ALL NBLC MEFDi SHALL BE OPEN TO TRAFFIC AT ALL TIMES. I1.ADIUn ALL DIETING STRUCT11R¢, BOM PUBLIC AND HWATE ro THE PROPOSED GRADES WHERE D6n1R1111) AND COMPLY %OTH ALL REQUIREMENTS OE MF UTNE' OWNERS STRUCTURES REWG BERET M PAVED MEAS MUST MEET ONNM RFQUIRFMEMS FOR TRAFFIC LOADINC1 i■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECMRE ENVIRONMENTAL 7M He Lam, S INe 300 Maple Gran, MN 55369 763A24.5505 www.lacloinamm 13. MIT flBPARATR3NYWLBFPfPFORE STANDARD DENSITY. 1121YR TDP3 FEET YMN3 BE COAWKIiO TO 1 WL OF MF STAH6MfD PRDCFOR DFtd1Y. M.AGCAFwTF MY SHALL BE MNDGE MI I CLA555.COM ION SFMLL BE BY ME QUAUFY COMPACTIDN AETIDD. 7a c IS.PLANTMLYED BINWNWS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH MUCH ^ �•'"n�,��,S a^• 23N1WHH MI%D¢ILN AS NIUYN ON ME DETN¢. CCMWILTION SHALL BE BY Mf GRDINARY arm. C )MIPACILN ME11M)D. I&CONRETE CUM If GUTTER SHALL BE PERFORMED IN ACCORDANCE%IRM MNDOT 2531. CURING 1D.I&N PRWMINARY SUBMITTAL YNIL BE BY THE MEMBRANE CURING MEMI E%PANSpN RAN¢ EVERY M FEET AT ALL FIRED ffiK .CONTRACTIONS "CUTS EVENLY 10 FEET. MCONCEIR E WALK SHALL BE PERFORMED IN ACCORDANCE W EH MNDOT MI. CURING SHALL BE BY ME MEMBRANE CURING MGM )D. E%PANSpN R INFS AT ALL FP4U CERIUM. CGNIMRION RIN15 ENRV 5 FEET. 16 IORgNG HOURS ARE 7 AM- 7 PM EMO N WY -FRIDAY) AND 9 AM- 7 PM I SATURDAY -)A H HOUR NOTR16 REQUIRED EOR SATvBoAY TORR 19.ME COMRKTOR MUST HAW AETIY LICEI MA CED' RKW DF -WAY PERMIT 6 REQUIRED EO COOING W1MIN CITY BOW. SITE PIAN LEGEND O NILMYNDIS PAVEMENT GYL�1dlON ® Gopher State One Call ICNL�Im1�f ILHi fF® SITE NOTES 1. ALL PANNG, CONCRETE CURB, GIf MI AND SCMALK SHALL BE FURNISHED AND INSTALLED IN ACLpIDANCI WmH THE O(TARS SHOwN PFR THE MAIL SHEETS) AND STATEAOLAL NRSOKTION REQUIREMENTS 2, ACCEWNE PARpNG ANDACCERSINF MLT¢ SHN.L N HONOFO PFR NRIIFNT AW STANDARDS AND LCCAUSEATE REQUIREMENTS. 3. ALL CURB DIIDSIOE15511CINN AMIE NOME FAS a NM UNIIIS OTHIfRNEY NOTED. a. NL BUILONc I3IIFMIFNEME TOME WIADE FACE OF wML uWf$oMERW6E NOTED 3. 1YPICN HRL 5®PARING STALL IS 9' %la' UNLEY OIHfRN1fE NDTFD. g B. NL NRB RADS RWL BE S.EY UN040THMI NOTED. ad 7. 5H SITE ELECTRICAL MAN FOR RR UODINEL S REfH ro ARCHITFLIURAL STTF PMAN TOTS WRgNL SETBA06. iAti7sFeswFAnw6 uuvv�� M./eeFvaYnwaa. W W. YYaM-h )ion: Na.T L)20 Dan 161620 Lauda Roj No. 70327 Pmjacll TAM D—o By TOG CEa By TWM Review Date 10.1620 C61 CONI SHEET CI 1 EXISTING CONDRIONS PIAN CI -2 DEMOUIION PLAN Q-1 SETE PUN WARNING: GRADING E DRAINAGE PIAN C}2 M C�NINV IIp 9WL Y I�OMIIF WK CAILNL FO IL(ATI]H6 R nL C33 SWPP NOTE56 DETAILS F161OIL MMES MY RWL QA.T4MR 'M111 ALL IIINY 0`.PWB N LFrRITr PLAN CB -1 MWMNNGTBISLIV[F ANONn K9KATKNR LI6 -+ TREE CANOPY PLAN THE RINIRKIp NLYL CONTKT f/}1ER EMTE ONE ENL AT H1. AT N]Il6IN NN.VEE EQ TF IRAlO16 [E ALL LMBOtAM WPB. WR)SCME PLCO l31 � LV16, mNGA15.IER MWG$VNAS 11 pr19 R1EW STMIffi EHL%F \ _� R'OIGM�MTe.MLlOR9Wl ®AEQEPARl1EA MYABIMW® IEgVf mI611EC11ON AT t0 EI6i ro TME EMIbI iAti7sFeswFAnw6 uuvv�� M./eeFvaYnwaa. W W. YYaM-h )ion: Na.T L)20 Dan 161620 Lauda Roj No. 70327 Pmjacll TAM D—o By TOG CEa By TWM Review Date 10.1620 C61 CONI SHEET CI 1 EXISTING CONDRIONS PIAN CI -2 DEMOUIION PLAN Q-1 SETE PUN C3-1 GRADING E DRAINAGE PIAN C}2 SWPP PIAN C33 SWPP NOTE56 DETAILS u+ LFrRITr PLAN CB -1 DETAR SHEET -+ TREE CANOPY PLAN L2-1 U WR)SCME PLCO l31 UIB)SGPE DFTAlS GVIIB(lIR GLI ® Gopher State One Call 1WNLTYANA 651.aSalpy lG1iR� 1 NISI-Ny WANING TIE � 9 N � . GLINf WP IO(ATGE CF Au F1m1Nc vnEl6 Tln slw5 LmNAIF Mml .ut Ilrtm (InrwO N AVINSAeaL T1a SeM¢ Axo I v mD('wT1oN OF uN6 IE GINIRACIGt SINS (IMISK f STAR G F AT 65IAH(dt AT LLWMNWp NAIR fORMIpLTTIGE OF Nt UMgGpVM MVIB. a1Na L3TNAlUBS. FPa. auNllDta, veva art oTNa PLIRFR sRuclua BLTd[ GLO1P M fING.EIGI PINI RBNR dt R91,V3 RE AlOY4 WIEN UMM® TAIPIaF LnNRRULTIDN AT ND cast TD THL oANER GRADING, DRAINAGE & EROSION CONTROL NOTES � 1. SPOT ELEVATIONS REPRESENT FINLSHEO SURFACE GRADES, GURD4TLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 3. UXH BASINS AND MANHOLES IN PAVED AREAS LULL BE SLIMPED OEN FEET. ALL CATCH BASINS INGURERSS LBESUMPED0.16FEET. RIM EIfVAT10F15 SHOWN ON PIANS 00 NOT REIECf BUMPED ELEVATIONS. 3, ALLIX REED UNPAVED AREAS ARE TO REAM MINIMUM OF A INCHES OF TOP SOIL AND SEERMULCH OR SOD. THESE AREAS SHALL BE WATEREM AINED BY THE OOFORALTOR UNRL VEGETATION 5 MABLMED. A. FOR WE RETAINING WAILS' EQUALS WRI GRADE AT TOP SALE Of WALL(NOT TOP OE WAW.N EQUALS SURFAOE GRACE AT WALL GRADE TRA14WKK AND 8 EQUALS SURFAOE GRADE AT BOT TOM FACE OF WALL INOT BOTTOM OF BURIED WALL COLJ 5 . 5. STREETS MUST BE O-EANEO AND SWEPF THROIIGHOLR THE DURATPJN OF CONSTRIKLION, WCHIN 3tHOURS, WHENEVER TRAOONG OF SFDOAFNTS 000U55 AND BEFORE LRS ARE LEFT IDLE FOR WEEKENDS AND F101IDAY5. A REGULAR SSA'FFNNG SCHEDULE MUST BE ESTABLISHED. 6. DUST MUST BE ADEQUATELY CONTRIXIED. 9. SEE SW PPP FOR ADDOgNAL EROSION CONTROL NOTES AND REQUIREMENTS. R. BE URLRY PLANS FOR WARP, STORM AND SINRARY SEWER INFOFtMATIDN. .[�+-3iiii R\:f`•:ZiR 1LCIlTt'I 1:-:E I.,k.M _—1�C J 10. SEE LANDSCAPE PLAN FOR HNM. SIR STABILIZATION. GRADING PHASE 1 MINOR OWOUR v P1USE 1 MAJOR CONTOUR PHASE 3 MINOR CONTOUR PHASE 3 MAJOR CONTOUR 0 30 60 SCALE IN FEET i■ LOUCKS PLANNING CML ENGINEERING LANOSURVEFVNG LANDSCAPE ARCHITEC RE ENVIRONMENTAL 7300 HemI9 Ore, $arta 300 Maple Grove, MN 55369 763A34.5505 enw.-IaMma�cmm :a,r.Nrremrr...rr _ nna a. r..rra�ryN e..rw.�rr�r r, r..rwrcm r..rr w�.hrri W r�r.`ri�w.r tat6aB teB)NlMFF SPJwrTAL Uave N..Nmiw Maa ff 30383 Dau W&M 10 , P,.I N. 1(133) P,j Lead TWM Drawer By TRG CFecked By TWM Rerew Dale 1D16M Cal COVER 5H CI -1 IXLSRNG CONDITIONS PLAN C13 DEMOLITION PLAN C3.1 SIZE PLAN l31 GRADING a DRAINAGE PLAN C3i SVPVPLAN C33 SSWP NOTES B DETW LS m1 UTILITY PLAN Cil DETAIL SHEET Lt -1 TREE CANOPY PIAN LANDSCAPE PIAN 1i1 Lnt LANOSGAPE LIETAILs \ X \ R SRT FENCE \ i X e ----- ----- EMLNNCF- _ INLET PROIFCfION� I e o o J GENERAL NOTES SEE SHEET Q3 TOR SWPPP NOTES AND DETAILS. Gul V p ® Gopher State One Call 1(Al IlE iiE)-IITa WARNING: ,N, mNIRKT..1 N f6E0®F . (ALINE . 16A1 d .. F NG V .. IDV w MEN Al DIEM C0M6IB N µVNIMNNG 0E.S4ARD AN0/d60LATM Wd THE dNIMLId SIiVI UNIM GOF9 M. ONE W AT 6StAH 011 .eT IiAST tl IOl6 N MIAND "TEE I (Al DF /IL O Nom. WLSDIMIVIR A6.MWOIB. VNTSdOT9 Nl®S1YIC11A6 E9df d-dtc TEE aDNTPrcTd 1NW T9M d Iml.,a TEE ATDY4 MTEM ovum W ANL fd61RCIRIN AT NO QET ro TEE TN.Ttt SWPPP LEGEND s� RTiBEI ® NafTPi7TELT1oN �� ERDSIDN OxnRaL NANO':T OROLK ClMSfNICfuN FNIMNQ IN'Ff PROTECTION oil jji1 0 30 60 SCALE IN FEET i■ LOUCKS PLANNING CML ENGINEERING LAND SUR NG LANDSCAPE ARCHnMRE H WIENVIRONMENTAL )'NLD M.* Gnti•. MW, N 5 3d Mep4 55369 763./:15505 xww.lcxh�ncmm TO -1610 P.EIIMAMR951fiNRAL OEM Gunve No.e� R0363 DaL. to-ts3D Lows nope Fro. xiu) nopctiWM D—By TRG Cned,N aY & M Resew Drte t616A O� Cl.l ElDSTING CONDITIONS PLAN C13 ceLEDLfIION PIAN CZ -1 511E PIAN Q1 GRADWGB DRANACE PIAN Q: swPP PLAN Q3 SWPP NOIESa DETAllS CA -1 CABIN PIAN Cal DETAIL 51✓fff L1-1 TIEE CANOPY PIAN L3-1 LANDSCAPE PUN l31 LANDSGIPE DETAILS a L \ X \ R SRT FENCE \ i X e ----- ----- EMLNNCF- _ INLET PROIFCfION� I e o o J GENERAL NOTES SEE SHEET Q3 TOR SWPPP NOTES AND DETAILS. Gul V p ® Gopher State One Call 1(Al IlE iiE)-IITa WARNING: ,N, mNIRKT..1 N f6E0®F . (ALINE . 16A1 d .. F NG V .. IDV w MEN Al DIEM C0M6IB N µVNIMNNG 0E.S4ARD AN0/d60LATM Wd THE dNIMLId SIiVI UNIM GOF9 M. ONE W AT 6StAH 011 .eT IiAST tl IOl6 N MIAND "TEE I (Al DF /IL O Nom. WLSDIMIVIR A6.MWOIB. VNTSdOT9 Nl®S1YIC11A6 E9df d-dtc TEE aDNTPrcTd 1NW T9M d Iml.,a TEE ATDY4 MTEM ovum W ANL fd61RCIRIN AT NO QET ro TEE TN.Ttt SWPPP LEGEND s� RTiBEI ® NafTPi7TELT1oN �� ERDSIDN OxnRaL NANO':T OROLK ClMSfNICfuN FNIMNQ IN'Ff PROTECTION oil jji1 0 30 60 SCALE IN FEET i■ LOUCKS PLANNING CML ENGINEERING LAND SUR NG LANDSCAPE ARCHnMRE H WIENVIRONMENTAL )'NLD M.* Gnti•. MW, N 5 3d Mep4 55369 763./:15505 xww.lcxh�ncmm TO -1610 P.EIIMAMR951fiNRAL OEM Gunve No.e� R0363 DaL. to-ts3D Lows nope Fro. xiu) nopctiWM D—By TRG Cned,N aY & M Resew Drte t616A O� Cl.l ElDSTING CONDITIONS PLAN C13 ceLEDLfIION PIAN CZ -1 511E PIAN Q1 GRADWGB DRANACE PIAN Q: swPP PLAN Q3 SWPP NOIESa DETAllS CA -1 CABIN PIAN Cal DETAIL 51✓fff L1-1 TIEE CANOPY PIAN L3-1 LANDSCAPE PUN l31 LANDSGIPE DETAILS �q d SWPPP NOTES 1. ME NATURE OF THIS PROJECT WILL CONSIST O COMTRUCEING A ROAD WITH NO NRR AND GUTTER FOR A FOUR LOT RESIOFNTbLL DEVFLOPMEM WHERE A ORNEWAY CURRENTLY IS. WA ME ROAD, UTILITIES FOR HITURE LOTS AND STORMWATH TREATMENT WILL BE ADDED 2. ME INTENDED SEQUENCING OF MATER COHSIRUCDON,AL'INTIIES ARE AS FOLLOWS: 3. SITE DATA AREA OF DISTURBANCE: 0.9z AC PIE{ONSTRUCTION )PERVIOUS AREA: 0.130 AC POSfLOHSTRUCTM]N IMPERVIOUS AREA 031 AC GENERAL SOIL TYPE: LOAM 4. ME LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FACS, STAIRS, SIGNS, SILT FENCE, ETC BEFORE CONSTRUCTION BEGINS. S. ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN OJ OR MORE DAYS SHLLL BE STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHNK; m COVERING OR OTHER EQUNALENT CONTROL MEASURE. 6. ON SLOPES 3:1 OR GREATER MAINTAIN SHUT HOW AND MINIMIZE RILLS ANDA GULLIES. SLOPE LLNLTM CAN NOT RE GREASER MAN 75 FEET. EM DENOTES ROPES GREATER THAN 3:1. ALL 3:1 ROPES TO BE STABILIZED WITH DROSON CONTROL BLANI T T. ALL STORM DRAINS AND INTER MUST BE PROTECTED UNTIL ALL SOURCES Of POTENTIAL- DISCHARGE ARE STABILNTD. e. TEMPORARY SGL STOCKPILES MUST HAVE EECCIIVE SEDIMENT CONTROL AND CAN NOT BE PACED N SURFACE WATERS OR STORM WATER CONVfYANG SYSTEMS, TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, GAY, OR ORGANIC COMPOUNDS ARE OBPMT SA CRAM CKPILEGATE STOCK TILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. 9, SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE R N'OT POSSIBLE, IT MUST BE MR nD WTD) ME APPROPRIATE BMPS. 10. SOLID WASEE MUSE BE DISPOSED OF MMRLYMD MUST COMFY WPH MPCA DISPOSAL REQUIREMENTS. 11. EOTERNM WASHING Of CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA, CE ME $ITE, RUNOFF MUST BE PROPERLY CONTAINED. 12. NO ENGINE DEGREASING 6 ALLOWED ON SDE. 13. ME OWNER WHO SIGNS ME NPDU PERMIT APPLICATION 6 A PERMITTFE AND RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDRIOM DE THE PERMIT. ME OPERATOR (CONTRACTOR) WHO MGM THE NPDES PERMIT APPUCATION 6 A PERMITTEE FOR ALL APPLICABLE CONSTRURT ACTIVITY REQUIREMENTS FOUND IN SECTIONS 3.4, 6-24 OF ME NEVES PERMIT AND IS IOINRY RESPONSIBLE WITH ME OWNER FOR COMPLIANCE WITH TRIOSE PORTIOM6 DE ME PERMIT. 14. TEMNAITON DE COVERAGE-PERMITT IS) WISHING TO TERMINATE COVERAGE MUST A�IAMIT NOT -OF TERMINATION(NOD TO ME MPCA- ALL PERMFTTEE(L MUST SUBMTTA NOT WITHIN 30 DAYS AFTER ONE OR MORE DE ME FOLLOWING CONERIONS HAVE BEEN MET: A FNLLSEABILIZATI)N, PER NPOESPERMIT SECTION 13 HAS BEEN ACHIEVEDON ESTIMATED QUANTITIES DESCRIPTION UNIT QUANTITY IEPORAAY ROIXODNSIRUCTONFNIRANCE IA 1 IAI9ABROAT® mHCETE WASOUT EA NOEALLOWED SILT FENCE(STANDARD) LE ],NR EROSION CONTROL BLANBT SY u1 INLET PROTECTION EA 4 SEEDING AC 1.4, ALL PORTIONS O ME SITE FOR WHRH ME PERMITME IS RESPONSIBLE. B. TRANSFER OF OM/NFRSI-HP AS DESCRIBED IN ME PERMIT. 15. INSPECTIONS A INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE 5 REQUIRED. B. F%POSEDSpt AREAS: ONCE EVERY>DAYS AND W11111N 24HWRS FOLLOWINGA 05.OVE124 HOUR RAINEVENT. C STABILIZED AREAS: ONO EVERY" DAYS D. FROZEN GROUND AS SOON AS RUNOFF OOXRS OR PRIOR TO RESUMING CONSTRUCTION. L INSPECTON AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING O ME NOTICE CF TERMINATION AND MUST INOUM: DATE AND TIME OF ACTION, NAME Of PERSON(5) CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMAMDIDATIONS FOR CORRECTIVE ACTION, DATE AND AMOUNT O RAINFALL ENTN S OREATER THAN 0.5 INCHES IN A N HOUR PfRIW. 16. MINIMUM MAINTENANCE A SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS B. SEDIMENT BANNS DRAINED AND SEDIMENT REMOVED WHEN REACHES IFI STORAGE VOLUME. REMOVAL MUST OF COMPLETE WITHIN 72 HOURS O DISCOVERY. C. SEDIMENT REMOVED FROM SURFACE WATERS WITHIN MWEN DAYS D. CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24 HOURS. E PROVIDE COPIES OF EROSION INSPECTION RESULTS TO OTY'ENGINEER FOR ALL EVENTS GREATER TAN Y1' IN 24 HOURS 17. MESWTPE.IWLUMNGALLOANGESTOR,MDIN9•ECTONSMIDMAINTENANCE RECORDS MUST BE KEPT AT THE SITE WRING CONSTRUCTION ACTIVITY BY ME PERMIT1EE6) WHO HAVE OPERATIONAL CONTROL Of ME SDE 18. OWNER MUST KEW RECORDS OF ALL PERMITS REQUIRED FOR ME PROJECT, THE MMP, ALL IMPECTO%AND MAINTENANCE, PERAINNENT OPERATION AND MAINTENANCE AGREEMENTS, AND REQUIRED CMCUUTIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. MESE RECORDS MUST BE RETAINED TOR THREE YEARS AFTER FIUNG NPDES NOTICE OF TERMINATION. 19. SYVPPEMUSTBEAMENDEDWHEN: A THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE. WEATHER OR SfASONM CONDITIONS TAT HAIL A SIGNIFICANT FFfFCTON OKCURGE B. INSPECTIONS INDICATE TUT THE SW WP 6 NOT EFFECTNf AND IXSOWRG 6 DIMMING WATER QUAUIY STANDARDS. C. ME IMPS IN ME MMMPP ME NOT CONTROLLING POLLUTANTS IN DISCHARGES OR 6 NOT CONSISTENT WRH TIE TERM6 ANO CONDIfONS GE THE PEWIT. 20. CONGETE WASHOUT MEA A CONCRETE WASHI-OUT 6 NOT ALLOWED ONSITE Z1. IN ME EVENT DE ENCOUNTERING A WELL AC SPRING DURING CONSTRUCTION CONTRACEDIt TO CEASE CONSERUCTION ACTMTY AND NOTIFY ENGINEER U. OR PERMANENT ENERGY TO A SURFACE WATER 23. FINAL STABILIZATION FINALSTABILIZATION REQUIRES THAT ALL SOIL DISTURBING AC 115 NAME BEEN COMPETED AND THAT DISTURBED AREAS ME STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 7M OF ME OPIUM) FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENT HAVE BEEN INSTALLED. ALL TEMPORARY BMPS SHALL BE REMOVED, OFFICIALS STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONMANCES AND SEDIMENTATION BASINS IN ODI TO RETURN ME 24. A THE TEMPORARY SEDIMENTATION BASINS SHALL BE CONSTRUCTED AND MADE OPERAIONM PRIOR TO DISTURBANCE DE 1008 MORE ACRES DRAINING TO A COMMON LOCATION. B. TEMPORARY SEDIMENTATION BASINS ARE REQUIRED PRIOR TO RUNOFF IFAWNG THE CONSTRUITION SIZE OR ENTERING SURFACE WATFAS WHEN 10 OR MORE ACRES OF DISTURBED SOILS DRAIN TO A COMMON LOOTION. ME BASIN MUST PROVIDE 3,600 CUBIC FEET OF STORAGE BELOW ME OUTFIT PER ACRE DRAINED. IF HYDRAUUC CALCULATIONS ME AVAILABLE. ME TEMPORARY SEDIMENTATION BASIN MUST PROVOS A STODGE VOLUME EQUIVALENT TO ME 2 -YEAR, 2,V HOUR STORM, BUT IN NO CAR LESS MAN 1800 CUBIC FEET PER ACRE DRAINED. ME TFMPE3RARY SFDLMENTAM)N BASIN MUST BE CONSTRUCTED AND MADE OPERATIONAL CONCURRENT WITH ME START Of SOIL DISTURBANCE UP GRADIENT OF ME POND. ME TEMPORARY' SEDIAENTATON BASIN $HALL BE DESIGNED TO PREVENT SHORT CIRCUITING. THE OUTFALL SHALL BE DESIGNED TO REMOVE PLOWABLE OERRIS, ALLOW FOR COMPLETE DRAWDOWN OF THE POND FOR MAINTENANCE ACTMIIES, AND HIVE ENERGY DISSIPATION. ME EMERGENCY SPILLWAY SHALL BE STMIUZED. C. TFAWRARY SEDIMENTATION BASINS SHALL BE SITUATED OUTSIDE OF SURFACE WATERS AND ANY REQUIRED BUFFER ZONE, AND MUST BE DESTINEDM AVOID DRAINING WETLANDS, UNLESS ME )PACT 5 I COMPLIANCE WITH ME REQUIREMENTS OF THIS PERMIT. D. DICESSIVE SEDIMENTIADEN WATER MAT 6 NOT PROPERLY FILTERED WILL NOT BE PERMITTED TO DISCHARGE FROM SER 25. DEWATERINGANDB/SINDRAINING A TURBID OR SEDIMENTNADEN WATERS RELATED TO DEWATOUNG OR BASIN DRAINING SHALL BE DISCHMGEO TOATEMPORARY aR PERMANENT SEDIMENTATION BASIN ON ME PROJECT SITE UNLESS INIMALBIE. ME TEMPORARY OR PERMANENT BASIN MAY DISOHMGE TO SURFACE WATERS IF ME BASIN WATER HAS RUN V SUALLY OECKEO TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED IN ME BARN AND THAT ME NUISANCE CONDITIONS WILL NOT RESULT FROM ME DISCHARGE. DISCHAROF POINTS SHALL BE ADEQUATELY PROTECTED FROM EROSON AND PROPER VELOCITY DISSIPATION PROMDED. S. ALL WATER FROM DEWATERING OR BASIN -DRAINING ACTVFFES MUST BE EXSOHMGM IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION IN ME RFCEMNG CHANNELS OR ON DOWN SLOPE PROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACTS M ME WE AND. C IF FILTERS WITH BN31WASH WATERS ME USED, ME BACKWASH WATER SHAD. BE HAULED AWAY FOR DISPOSAL, RETURNED M ME BEGINING OF ME TREATMENT PROCESS, OR INCORPORATED INTO SDE IN A MANNER THAT DOES NOT CAUSE EROSION, BACKWASH WATER MAY BE DISOHMGED TO SANITARY SEWER IF PERM6510N IS GRANTED BY ME SANITARY SEWER AUTHOR)'. C. WHEN AN INFILTRATION SYSTEM IS "% VATED TO FINAL GRADE(OR WITHIN THREE UI FEET Of FINAL GRADE, ME PERMITTERS) MUST EMPLOY RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS B.G., DIVERSION BERMS) TO KEEP SEDIMENT AND RUNOFF COMPIEIELY AWAY FROM THE MF MATION AREA ME AREA MUST BE STAKED Off AND MARKED SO THAT HUWY CONSfRU(TON WHO MEQUIPMEMWILLNOTCONACTTHESOLIN ME PROPOSED INFILTRATION AREA. D. TO PREVENTCOGGING Of THE NFlLTRATION OR FILTRATION SYSIFM.ME PEWFTTEEIM MUST USE A PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER STRIP, SMAIL SEDIMENTATION BALK OR WATER QUAL)' NUT PLG., GRD CHAMBER) TO SETTEE PARTIOULATES BEFORE ME STORMWATER DISCARGES INTO ME INFILTRATION OF FILTRATION SYSTEM 30. PME COMMUCWM THE WATER QUALITY VOLUME THAT MUST BE RETAINED ON SITE BY ME PROJECTS PERMANENT STORMWATER MANAGEMENT SYSTEM DENM BED IN SECTION 15 SHALL BE ONE (1) INCH O RUNOFF FROM ME NEW IMPERVIOUS SURFACES CREATED BY ME PROJECT. SEE SECTION 15. FOR MORE INFORMATION ON INFILTRATION DESIGN, PROHIBITIONS AND APPROPRIATE SITE CONDITIONS. 31. RESPONSIBILFDES A. MEOWNERMURIDENDFYACONTRARMR WILLOVERSEEMFSN'PW IMPLEMENTATIONANDREPE RESPONSIBLEFORINSPECTIONAND MAINTENANCE: B. MEOWNERMU9IMNTEYTHEAPEI60NW MLLSERESPONSIBLEFM LONG TERM OPERATIONS AND MAINTENANCE OF ME PERMANENT STORMWATER MANAGFMFM SYSTEM, 32. TANNING REQEMENR ME PRMITfESM LULL ENSURE ME FOLLOWING INDIVIDUALS IDENTIFIED IN THIS PART HAVE BEEN MANED IN ACCORDANCE WITH MES PERMMINING REQUIREMENTS. 1. WHO MUST BE TRAINED 26. POLLUTION PREVENTION A INDMOLAUS) PREPARING ME SLVPPP FOR ME PROJECT A BUILDING PRODUCTS THAT HAVE ME POTENTIAL TO LFACI POLLUTANTS B. INDIVIDUAS) OVERSEEING IMPLEMENTATION OF, REVISING, ANDOR DEMOUDON PUN MUST BE UNDER COM TO PREVENT DISCHARGE OR PROTECTED BY AN AMENDING ME SWPPP AND INDMIXMLS(5)PERFORMING ml EFRRM MEANS DESONED TO MINIMIZE CONTACT WITH STORMWATER INSPECTIONS FOR ME PRORUT. ONE Of MESE B. PE5TOOE5, HEBBIODES, INSECTICIDES, FERTILIZERS, TREATMENT CMFMICALS, IND) IX ALM MUST BE AVAIIABLE FOR AN ONSITE INSPECTION u1 AND LANDSCAPE LATERALS MUST BE UNDER COVER WITHIN 22 HOURS UPON REQUEST BY ME MPCA. C. HAZARDOUS MAMIAIS AND TOMO WAST MUST BE PROTECT®TO PRAM C INDMWALIS) PERFORMING M SUPERVISING ME INSTALLATION, 12-1 VANDALISM MAINTENANCE AND REPAIR Of IMPS. AT LEAST ONE INDMOUAL ON A PROJECT D. SOLID WASTE MUSE BE STORED, COLLECTED AND DEPOSED OF IN COMLANCE MUST BE TRAINED IN THIS; OB OUTS& WFIH MINN. R CH M35. 2. TRAININGCONTENT: E PORTABLE TOILETS MUST BE POSITIONED SCI MAT THEY ME SECURE AND WILL THE CONTENT AND EXTENT OF TRAINING MUST BE COMMENSURATE NOT BE TIPPED OR 13 OVER SANITARY WASTE MUST BE DISPOSED OF WITH ME INDMDUAI'S OB DUTIES AND RESPONSIBtUTTB WITH REGARD PROPERLY IN ACCORDANCE WITH MILAN. R CH 2011. TO ACTIVITIES COVERED UNDER THIS PERMIT FOR THE PROJECT. AT LEAST ONE INDIVIDUAL PRESENT ON ME PERMITTED PROIECT LTE (OR F. DISCHARGE Of SPILLED OR LEAKED CHD11CN5, INCLUDING FUD, FROM ANY AVAMLMLE TO ME PROJECT SITE IN 72 HOURS) MUST BE TRAINED IN TEE AREA WHERE CHEMICALS OR FUR WILL BE LOADED M UNLOADEDSHALL BE PREVENTED USING DRIP PANS OR ABSORBENTS. SUPPLIES SHALL BE AVAILABLE IDB DUTIES DESCRIBED IN SECTION 21.28 AND SECTION 213C ATMLTAESTOCUANUP DLSOARGEDMATERALSANDMATAN 33, MEPERMITTEEML LENWURI TMEINDMDUALSARETRAINEDBYLOCAL, APPROPRIATE DISPOSAL METHOD MUST BE AVAILABLE FOR RECOVERED SPBI M STATE, FEDERAL AGENCIES, PROFESSIONAL OR OMER ENTRIES WITH EOPEUISE IN MATERALS, EROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER 27. DESIGN CALCDIATIONS TEMPORARY 6 PERMANENT STORMWATER TREATMENT ARE DESIGNED TO MEET MPCA GENERAL 6 APICAL WATER REQUIREMENTS. CAICUTATOM ME PART Of ME HYDROLOGY REPORT, W HRTI6 TO BE CONLORED PART OF ME M MV DOCUMENTS. SEE HYDROLOGY REPORT FOR ADDITIONM INFORMATION. 28. GENERAL STORMWATER DISCHARGE REQUIREMENTS ALL REQUIREMENT: LISTED IN SECTIONS 5 7,14,16-19,21, 240E ME PERMIT FOR DESIGN OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM AND DISCURGE HAVE BEEN INCLUDED IN ME PREPARATION OF THIS SRW. THESE INCLUDE BUT ARE NOT LWIITED TO. A ME DIRECTED MOUNT, FREQUENCY, INTENSITY, AND DURATION PRM0PTAIION. B. ME NATURE OF STORMWATER RUNOFF AND RUN -0 AT THE SITE. C. PEAK DOW RATES AND STORWATER VOLUMES TO MINIMIZE EROSION AT OUREES AND oowrxTRfAMM CHANNEL AND STREAM BANK EROSION. D. ME RANGE OF SOIL PARTICLE 92ES DIPECTED TO BE PRESENT ON ME SITE n. A NO HEAW TRAFFIC ON HIMATION AREAS. COMMUCTION TO BE DONE WITH MINIMAL COMPACTION TO FILMATON AREAS. IF COMPACTION 5 ENCOUNTERED, BASIN SOILS FOR THE FIRST 6 MUST BE REMOVED B ROAD. B. INFILTRATION SYSTEMS MUST NOT BE EXCAVATED TO FINAL GRADE UNTIL ME COMRIBLUTING DRAINAGE AREA HAD BEEN CONSTRUCTED AND FULLY STABILIZED UNLESS RIGOROUS BROWN P EVENTON AND SEDIMENT CONTROLS ARE PROVIDED( SECTION 16.41, RECEIVING WATERS CERTIFICATION TYPE OF SPECIAL IMAIRED TYPE OF NAME OF WATER BODY WATER SPECIAL BODY WATER WATER WATER OE45PAIAS VJE LAKE NO NO EMR LUCY _ _. LAKE NO NO LAIVLMITI n A..Esv. VBIBRWIB AFMdannR py.a FAMem SV,WP RM 21 M41I MANAGEMENT AND ME MINNESOTA NPDESSDS CONSTRUCTION STORMWAUR PERMIT. AN UPDATE RPEMHERMEINING MUST BE ATTENDED EVERY THREE (3) YEARS STARTING THREE U) YEARS FROM ME ISSUANCE DATE OF THIS PERMIT. 33. LLSTOF CONTACTS MPGA 34H0. HAI.AR000S SPRl HMOTINE 651419 -SIA tl BDI3029B SPECIAL AND IMPAIRED WATERS j EK�On.ai •_. � • WM sr �� ✓u _jflAnn �/ i■ LOUCKS PLANNING CML ENGINEERING LANDSURVEI'ING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7" Hemloh uM, SUN 300 MFP4 Grove, MN 5 9 763./24,5505 wwalouc4sinc mm fYwMlorarNJ�Y.� wysrrr�r�BY+wr�aY� M nN+4 w.wrr��yF. rai rw su±w cpm r�a��� 10.16.20 PRELIMINARY SUBMITTAL rale.... d•...® Uuw N9...eew.l4Nr.w 7!!303 Dm 10.16M1 Lada Pr*a LA0. 203E PrgxL WOR TRIM dew 8y WM DI CMRdNl RwewW 10.1630 ml COMER SUFE) a-1 EKISTING CONDITIONS PIAN C14 DEMOUDON PUN C2-1 SITE PLAN ml GRADING B DRAINAGE PLAN CO2 SWPP PUN C13 SWPP NOTES 6 DETAILS u1 UTIUTYPLAN m1 DETAIL SHEET U-1 TREECANOPYPIAN 12-1 LANDSCAPE PAN 4,3-1 LANDSCAPE MARS 1 1 I I I I 1 1 I 1 1 I I c I I I 1 I 1 I I I '3 I \ 1 \r \ 1 \ \ I \ \ I NEW WATER SERVICE I TO EX. HOUSE \ I HYDRANT W/GATE 2 VALVE _ ________________________�I BASIN 2 M: 1024.0 1026.49 CB RIM: 1025.2 INV: 1022.02- -8 PVC 8 0.7% MH RIM: 1029.0 INV: 1021.56 -f� -lam 7%- `\ OTTO UTILITY NOTES \ q q 1, ALL SViRARY SEWER, STORM SEWER AND WATE.N UDLm¢ SHALL BE FURNISHED AND & WATERAWN CL 52 DN B'OIAIAETER INSTALLED PER ME REQUIREMENTS Of ME SPECIFICATION5,ME MINNESOTA FLUEABING CODE, 1 II SEWERFVC5DRCOFFTR3565CH40 e•DIAAIFFER THE LOCI. GOVERNING UNIT, AND THE STANDARD UTILm¢ SPFOFICATION OF THE CITY O EX. SANI. MH \ E• WATER SYSEWER WATER COPPER35&SCOPE 1•DIAMETER ENGNEERS ASSOCIATION Of MINNESOTA CEAA0, MM3 EDITION, '\ a 2. ALL UTILITY PWE BEOgNGSHALLBE SWOOR MATFRLAL, AUL L;i 1� TICXN PFR THE REQUIREMFNi50f MECFAM SPECRIUTION AND COAYACfIONSHALL FER ME RE EN75 OF ME CEANR \ 9. ALL PORTIONS OF ME STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED M MIN 10 E DRfORMED THE GEOlFO1NICiM RFPORi. •-8'PVC 00.40% FEET OF ME BUILDING OR WATER SERVO£ LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA 3. ALL CONNECTIONSTO NGL7TILLR¢SHALL BE PERFORMED PFR THE RFQUIRFMENROf ME ® \ RULES, PART 015.3820 URISJD ITANSPELTIONS DPARTWNTT AND CONSIRLAI%MI ENCJNEER MUST BE NOTIFIED AT LEAST AS MALL RENTS AND COSH ELTX N IN ME STORM SEWER SYSTEM SNALL BE GASTIGHT OR HOURS IRIDR TOANY WORK WRHIN THE P KC RCAROf WAY, M WORK VAPACTNG PUBLIC qA\ WATERTIGHT 6EE MINNESOTA RULE, PART OI SEIM. APPROVED RESILIENT RUBBER KINK MUST BE USED TO MARE WATFRDGHT CONNECTIONS TO MANHOLES, CAT(>BASINS, AND MER 4.BUSTING STRUCTURES. FACE UNL¢S OMERWISE NORD. SANI. MH 1 I1.HIGH-0ENSTfY POLYEMYUNE HOPE) STORM DRMNS MUST COMPLY WfM MINNESOTA RULES, 5. A MINIMUM OF 18 Bel Of VERTICAL, SEPARATRkl AND lO BEET OF HORIZONTAL SEPARADON 6 RIM: 1033.0 Pa- REQUIRED FOR ALL UDLTT¢ UNLESS OMERW6E NOTED. INV: 1022.32 FOIS.OSW. HP¢12-1 TO10.l INSIIIMUST CCA wm1 &ALLNEWWAT NANDSERVRISMUSTHAVEAMINIMWff7SF ffCOVER. FORADEPMNIS.SEWERON¢. WMFM252. b. HP¢ TTN(Z USTCOh4 Iy WIMA6TC 3217. mI ASTM F33(16.ALLF c MUSTS MST WATEmNGS d.WATER-TGM KINK MUST BE UYO AT ALL CONNECTIONS INC1Ug4G STRICNR¢. BE AT ALLCO AVOIDCONFI3CT5WIIII THECONTRACTOR -62'-12 RCP ®0.$% MDFRLDADKSTEQUMD.I U OF WATER ANO SANITARY SFWFR, STORtALLOf,ANDSER ED.INUM } Iz. CONTRACTOR AND ASWHOLE FABRICATOR SHALLSUAY QDNEW ALL STORM SEWER CATCH BASN WHERLES3FEET DIF3N SANITARY SEWER LINES SHALL BE PROVIDED WHERE )S FEET MINNIUM DPIH CAN HOT BE 1 CASTINCS WfMIN PAVED AREAS 0.16 FEET OR 2 -INCHES TEEM THE RN ELEVATION DEPICTED ON ATTAINED. BASIN 2 M: 1024.0 1026.49 CB RIM: 1025.2 INV: 1022.02- -8 PVC 8 0.7% MH RIM: 1029.0 INV: 1021.56 -f� -lam 7%- `\ SANI. MH 3 RIM: 1043.0 INV: 1024.21 CONTRACTOR TO COORDINATE RELOCATION OF TELEPHONE & ELECTRIC AS NECESSARY 8' PVC v 61'-10 BASIN 1 BOTTOM: 1024.0 HWL: 1026.15 CB RIM: 1025.2 INV: 1021.99 WL 6PdFYOV KALI Gopher State One Call 1WNQM1Atl.Y YI�NYp] T4LeRF.I86ID.11Y OTTO ■ LO U C KS 'HWL: 8. RtOPOSFO PIPE MATERIALS: 7 & WATERAWN CL 52 DN B'OIAIAETER VP. 1 II SEWERFVC5DRCOFFTR3565CH40 e•DIAAIFFER CIVILENGINEERING/ CB -1 WATER SYSEWER WATER COPPER35&SCOPE 1•DIAMETER 5SEWE& 1I II II SANITARY SERVCF PWSCVQ 4-DIMIETER STORM SEWER PJC 8'TOIPDW CDR I1 I65'I L;i 1� ENNRONMENTAL II 9. ALL PORTIONS OF ME STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED M MIN 10 7200 Hemlock Lsne, Su. 300 FEET OF ME BUILDING OR WATER SERVO£ LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA Maple Gmve, MN 55369 � RULES, PART 015.3820 763.4245505 SANI. MH 3 RIM: 1043.0 INV: 1024.21 CONTRACTOR TO COORDINATE RELOCATION OF TELEPHONE & ELECTRIC AS NECESSARY 8' PVC v 61'-10 BASIN 1 BOTTOM: 1024.0 HWL: 1026.15 CB RIM: 1025.2 INV: 1021.99 WL 6PdFYOV KALI Gopher State One Call 1WNQM1Atl.Y YI�NYp] T4LeRF.I86ID.11Y LourLa P.oject No. X327 Pj. Lead TWM C -e BY TRG CNckad By TWM RE -Dem 1N16.X CHIT EADON SHEET C1.1 005RNG CONDRIONS PLAN Ci -2 {tl 7. l� � HYDRANTS OMERWISE QBE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT ■ LO U C KS SRE PLAN 8. RtOPOSFO PIPE MATERIALS: ■ ■ C 2 WATERAWN CL 52 DN B'OIAIAETER PLANNING /-233 LF -8' PVC ®0.40% SEWERFVC5DRCOFFTR3565CH40 e•DIAAIFFER CIVILENGINEERING/ CB -1 WATER SYSEWER WATER COPPER35&SCOPE 1•DIAMETER LAND SURVEYING TREP'PLAN SANITARY SERVCF PWSCVQ 4-DIMIETER STORM SEWER PJC 8'TOIPDW CDR IANDSCUT ARCHFTECNRE L;i STORM SEWER RCP 12•DIAMETER ENNRONMENTAL 9. ALL PORTIONS OF ME STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED M MIN 10 7200 Hemlock Lsne, Su. 300 FEET OF ME BUILDING OR WATER SERVO£ LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA Maple Gmve, MN 55369 RULES, PART 015.3820 763.4245505 wwx.Iwc6lnc.mm MALL RENTS AND COSH ELTX N IN ME STORM SEWER SYSTEM SNALL BE GASTIGHT OR WATERTIGHT 6EE MINNESOTA RULE, PART OI SEIM. APPROVED RESILIENT RUBBER KINK MUST BE USED TO MARE WATFRDGHT CONNECTIONS TO MANHOLES, CAT(>BASINS, AND MER STRUCTURES. / I1.HIGH-0ENSTfY POLYEMYUNE HOPE) STORM DRMNS MUST COMPLY WfM MINNESOTA RULES, Pa- F FOIS.OSW. HP¢12-1 TO10.l INSIIIMUST CCA wm1 ....daw,..r. a+..�.. WMFM252. b. HP¢ TTN(Z USTCOh4 Iy WIMA6TC 3217. mI ASTM F33(16.ALLF c MUSTS MST WATEmNGS d.WATER-TGM KINK MUST BE UYO AT ALL CONNECTIONS INC1Ug4G STRICNR¢. BE AT ALLCO -62'-12 RCP ®0.$% �a } Iz. CONTRACTOR AND ASWHOLE FABRICATOR SHALLSUAY QDNEW ALL STORM SEWER CATCH BASN 1 CASTINCS WfMIN PAVED AREAS 0.16 FEET OR 2 -INCHES TEEM THE RN ELEVATION DEPICTED ON ME ImNY PIAN. -amu-+- hry '_.'•.,"_.4 .+"�.-�<a .�.......... FES INV: 1021.25 11ALL STREET REPAIRS AND PATCHING SHALL BE PERFORWEO PER ME REQURFMEN¢ Of THE CITY. ALL TRAFFIC CONIRIX SHALL BE EROWDED BY ME CONTRACTOR AND SHALL BE ESTABLLWEO PER 10.1610 PREUMINARYSUBMITTAL ME REQUIREMENTS Of THE MINNESOTA MANUAL Of UNIFORM TRAFFIC CONTROL DEVC¢ NLMUTOU) ANO ME CffY.M65HALL 0CLUDE ALL SCNAGE, BARRCAD¢. FLASHERS ANO FLAGGERSAS NEEQFD.WLL BLC5fREE1S5 LKNTOTRAFFCATALLTNI¢.NO iR-SANI. MH2 CLOSURES SIWIBE PERINREO wrtNOUi SHE EXPRE4ED AUTHKRT'Ofa MECT'. RIM: 1030.5 14.THE CITY LOPERATE ALL UTE VALVES. I INV: 1023.2$ IS.CONNECTIONS TO E30STRIC MANHOL¢ SEBLLL BE MADE BY CORE DRILLING ME MANHOLE AT ME PROPOSED INVERT EU VATIOHS AND INSTALLING A RUBBER BOOT, GROLT IN ME BOOT AND AN INVERT FOR MF NEW SEWER LINE. 16.14K LENGE SE ONN ON ME RAN INCLUDE TIE APRON SECTION. MEN WET-TAPCONNECTION 17MATERMNN PIPE SHALL BE DIP CLA5552, INSTALLED WfM 73 FEET OF COVER TO TOP HPE W/B'GATE VALVE PACT •E. HPE AND FITNCS SHALL HAVE A CEMENT MORTAR LINING. FTmL NCS SELABE CQWTT CONDLICFV SCALL BE PROVIDT BY WELDED STRAPS ACROSS FA03 KIN.T �.�.de. a,.edr...s• 18.TRENCH COMPACTION AWL BE 95% STANDARD PROCTOR DMISRY IN ME AREA FROM ME PPE 1 ZONE TO W MIN 3 FEET OF FINISHED GRADE AND liM IN FINAL 3 FEET Of ME BACKFILL TO lie.,.. ..m Na. X383 FINISH GRADE. Date 1fYibX LourLa P.oject No. X327 Pj. Lead TWM C -e BY TRG CNckad By TWM RE -Dem 1N16.X CHIT EADON SHEET C1.1 005RNG CONDRIONS PLAN Ci -2 {tl DEMOLITION PLAN 0-1 SRE PLAN C3-1 I GRADING a ORAINAGE PLAN C 2 SW PP PLAN C3-3 SWPP NOT¢BDETAILS ul DHLTTYPLAN CB -1 DETAIL SHEET -1 TREP'PLAN u L LANDSCAPE PLAN L;i LANGscuE nETaLs WARNING: TIRE IDNIRK1fY RWl E ®OIgEE TQ [AlaKi iq LCC Taw OF AIL E$TNG NRPRL lllY RWL (N' 9AlE WHIN NL VMY 09AIY5 N WiR.WG1191tn1Q NIO/Qo ®O(AlW 6116 11E CONIyCIp 9WL OMKT CgNg STAR PE (Ml AT Y1�5AmY Ai WSi Y Htl1RE N AWANT R)0 RE IOCAlRY6 Of Nl WYdOK11.M A6Y6. LYIF1 EpgAlj q6, WNpg, V.4VT50R ODER W � fIRIC111RFf R9ORF OGLNG RE O]NIRKIOR SMNL ®.V CR R@IAQ TIE ARU£ WTBa MMY.BI oLvc matiuxTw AT ro msT ro TIE UWA, 7 0 30 60 SCALE N FEET ]• M. REAR COURS£ MNNOTi s,NEA]W TACIT COAT, MNNOT 3357 3•M. NO v,,AR C1llIRY, IM/DOT 336p5FNNB33]B 6• AGC. LISE. OUQiS 5 OR] ^VDOT 3138 N'S9£CI GXANL MWDOT 3W.D GEOTIXTIIE FILTER FARC TYPE V, MUDOT 37331 MK2 31 Y iE LOUCKS STANDARD PAVEMENT BITUMINOUS 2031 PAVEMENT SECTION BRAMTI tl/2N —6• %ECAST REINFORCED CUNCMIE NOUE STAB Yl1TN i M BARS AT 5. OC FAOI WAY AND ]N BARS AT µ1 &M OF OPENMG. IFFIMN R.TLbI W EW AL MANXIXE STEPS, NEENAH RIWIJ OR EDULL W ON CENTER AS APPROVED BYOSNA TOP OF BM595ECIN]N BELOW TOPSIABTOMW RUITTOP EDGE SELL®MRX 3 BEADS OF 5 RAMNEKOREOL ARNINUR SW TNpNE55156• iCLTarurt rp. oLOUCKS 27•/30' CATCH 4303 BASIN YB16 y wN101F4TINGMD COPFA lEB1AH R-161tp X A9Rm usMcron•� APPxoIEOEawwITHTwoolmc2AL®PncHola n•.F3aW FBIGIED fJtADF IVPIUIfp ALL VAwYEIIROR D4- SIq FINS Tr+M MIt$1 IN PAVEMFNL A9 REOIl@.IL Cf {'MMTRBIF/JD TRG W 1L Oi 1Y IM6TBII. IH UI1C8 g nDRc3RR3lrsl�romramT�n�eER 3 ]• DEIDRnsw]cEDFn:R�o�wTar uaER TBE G13SIBEt ug rAP9®•rd ro ONS PLAN wTDX nRSTRa ro sT,EEr aNDE APr3r BAUL D,BLON PLAN 9Aol BIlIVL5FNA13T BETYI®1 ALLIIE A]MS RBTALL ODNO d5EFMAMONfM O®AE yA@l ABLE, �•• J AOJ7fABlE NOS. Y� 1IllG %A® • 1. WHERE WATER wYSTAND.TW OF MX MSLE SHALL BE]FFETABorE GRgIND. : ] ABOrETXE1NYF1R BOAD R9AoxAr. a VORM T R ONWANI WATER z ON ANDcnFAi61A u FOOTFD58'OEFP ONE FOOT It Y•1 PREIASf 131 U- E SEC110N SNALL BE %KF➢ M IMMEgATELYBFILYN CANE 5EC110N. ]. WAREN MANIKKEOF9fH Is lF551WWY St@f 16'O.C.ON ATOP SIA9516LLLBE USED IN PUCFOF i Do2lra,TEAM soE THE coNE TOP SLAR auLLRwG F%IMII®AIINAMUM RJR MSMO HS]ONIGMVAYI6RDINGT. S„3311ER60R�D SXALL BE SEf ONAMgffM RED COI3YRERFVSTIG REO. d. EN 5NN1 HAW RUBBER O-RING GASKM, s. RASESITNICKNE55. 6•ro +d' . INCREASE THICKNEss 1.4 14. OPfHM FOR FApll• CF C9IX GREATER i11AN 16'. B A i m-msRBNGuNE 7 I NOIEALL SFYIBONM BNIX- 9GIE I R3JNECTN]BE TWUGXMHyWl I =W=T. RI .D ADD BOOT. ANY RH 9l]PE2'/FOOT FORD I 01B1BIG FOR %PE SIWLBE CORE O5 DYIFD AND AN I B2ABfdAEAIC RUBBER • • B •SECTION BOOT INSTAL ED. Bd A�—J amurzxG iE LOUCKS STANDAR 4000 SEWER MANMANHHOOLELEITAR dVMN Ni16 RIPRAP REQUIRED: SEE STD. PLATE 4308 OR 4309 TE 71E LKf 3 XMNIS IXI INFf AND aU11Ef IKE3PE BOLT FASIFHERSPR JqM NSTADFD ATm OEO FROMTOP W BOTfgA OF %PE UBE LB' TIE f011 PIPE BOF513' TO D'. USE14'TE FOR PeESOfs m•rom'. IaE t• TE FOR NE srffi o+R 73•. TM511 OWIDS Wtll BEHtlMEO pl N• d uRCdIPME A«SIZE OF �v. 21'row Y wmm ,r T 1 4MTOFFS. RP70EaCiESroFA$i9l1RAHURAK' GALVANGE AFTER FMRK'JT pN. b G3 MRp TRASH PPRDiE LouCKS AON4306 ORTMILgf I&I AIO fNCASFI 310LATERALSFOR RNSONPRE FT TI WXEREOI2REM EOMI RMOf SFEGRCAIgII ]1N)Bl, GRM'U Wt BORMYN, IXCEP! THAT 1 WY SH611 PASSIHEOEE RCN DDSEVE MOiiILwIFRLLLS pWLCCNL$T oP wrtMLE E%GTING TRENUI MATERMIS. EXCFPf M ONERNGE SPECIFIED.wrtAR1 WTERU.. SHALLBECEFMED AS ARRNERALE. REEDNFOREIGN OIEM OR E`BBITUMINOUS OUS CHUNKS. KS. ANR36 SRUNSFROZEN ATEE OVERSIZE $TONE.R000 CO PRE OR BI H OOCHUNKSAND OTXER UNS REBS MATERMLSTHAT MAY ORIMCE%PE, PREVEl1F llgbllGH CAMPACTION.OR MCRFASE THE RISA50F SETTIEMEM. iE LOUCKS PLASTIC PIPE 4008 BEDDING �1T�14 ,02-37GN P 15 W-ANDIAMMIt PrQ-1 1 R NUV. l RLMIIFANI GEOTE% mFABRC, SECTION B -B NOTE AM NAMY+ATONS. t-- —i IEYMlRN Vtl� DIAL RV OPA maw LR3 DINMRIr tlMR PLAN RIPAAP OUT FROM TXE APRGI y W 1 BE TINN THE BAERF. RUIN l+'Dr.n• DIA PPEI ,sG6'NOIARGERPR9 6' GRNAIW Rll/KRTTwl9Rl SECnON A -A GEOT LEFABRIC,, " EXTEND I' UNDER APRON RM E RANDOM / HAND ;4 onLOUCKS PLACED RIPRAP USEA'ONIKSFAL' AORPfOR FRJM fERNCOORANRJ.'ED EOUKN1Ql 1]SET1E su.E PrE wTEnuL FROM TIE wrE Ar T1E ARAM ro THEw Ar TIE FIooF TESERACF. O 65•BBiDAT WYE AT EXD of $EIMCE. 1j IT ATSPKJF✓ED SErtY10E %PE SHALL BE d• ORd'. 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W IM,+E.IID M IYG. m IOL a1E IFwR.IN,NR,bNeN {tiiEPSi MtV 6P96 RBt[clrvi�liu[ v�[g1+LN1 2 2 :' OYpau4•n[ � tl wv a PKtPtlpW® BofIXC END OF LINE CLEANOUT IN LINE CLEANOUT DRAINTILE d MMR M. oLOUCKS CLEAN-OUT STRUCTURE 4315 w. vma a K VARYNE VMMIE VNM&F SIEFL FENCE PoSt • ML'h 6PACE (FAMED= NNSfOPNID e6C NWUSTro 1. 9EL(YN RN6HG wAM S M y 1• TPE •K' COFFEE 1•conroaanoN � f STOP caxuETE ugcx 6DPPOR) WATEM.WNJ CNMPfED qD pi lJf PIGfLL NOTE R]II SFArtC6lAPGE9 TNVI 1'. h TAP%NG YEflE 6REWAED. NCLWHLTTE 90. fULLCMIQE VTH i.V iHRFAOFL ed MIMIeATE Sih Q W Pqt CO W R/�1KIN ]TCY. OR EO W L NOTE 1. CUM BO%51WL WVEASTAIgNAW pD. z aMaoK9WlExten RKlM )e•)Ds•. 3. SIFNCE 944E eE PA O .GMNWNBOMW/. CRM CMBBO%N PAVFMgR.O¢EOIDIYPEA CASIF46CD+ER. ICIIC6IYR W i� LOUCKS COPPER WATER 4603 SERVICE CONNECTION wwm®msrNnausEauewNc leo*E ronralccrerzmrwa�mmw}riwRFc)xEawem.•re) +. NnviravvnN+Ereuwurr exopiaxmxrwx oEwrtpro enEvwreEOKFxr Ran LEAYNo on DRwNp*IcwunaanNamMrwc+nN. z AuowNtanopan PEYlclm emiwHrcaxtMlews YcrM iKR�eEEOREunw onaFHr wmommMNOAmmrcvnw } IgOURYO]MMKKE NePECIKMp CFMOpICMCOKIKt NUC+YF$EBt£LW1r MlEA HtlI PIHiILL EVdi l WfNLNLVRIIB IW.lF4MYlM[IpE'AF1l aFRIIIC.INTNKaV1, PMatf,itlp CVIIL. EICIMIgImpkTMAFNLL OYCEV BKAEtB11KIK CEYiE 0. MLW OIIIfE 11EME FW12lFMtlXMF.V NF eEFUYp®b)FIPoR/.RrpEL'KEIR MLK4gANO W1BIMC11fM1.IFA+4.Y1tl11YCf ICEEI CP CPIER ovM THE w+clwE ro iMtPcr TE INmarp n p0u Rlrn aoowa. WWETF.6TMl0{IID VFS1ETAlENLOIIQYfENRV.FIB119. ). mlme¢r ArUVEOETAtEpWEtFN19K OETxt FYIAYMibrAYPATKN aPCCMfwNNa onpnpaewaE. ErtlYF)ru)cNrK,i NEVAnoxp.awpp ucamnnN rnErtr, tar or+mA taP rc Marx Nm nfnr a avEpmwv srwcrYF F PKPeENR NF cvPaRx 6 IBYVEIBn'gMr RPYW CdIR1 CEY1fF8KiW l+E W11pNRNi YVILOENEA 6.W[QMIF1Y KaEf.+l®. mFaa Kows Ao)e ro oEs+ae4 mT u r®®ro aFrrwmFc) FEawewtq +. NTFESRTWTpetYMb:NxrmMPARICm pRonFnsolwtlanbFmYtErr4vuvpnEvvAmNnpe Wiebu 9NLE RBOrtDRCYTNEPWCRaE wan m cvanbwto aarEnacroN L pHMpERJIAplgYw41FA WYyL RApaYWMEw3M11MIK. WIFRMLePNiCallali: NJR1niKl11 YJIYKRT'+GGIA6 ma�s9o. NSVEN:s4r 1 V SCl E IfF'D!! pq C4r CW IB�11 COLI Vf IpILD! Gn E +0 981f PO C1Ar ml19eD NYIf WIBYLTgHYRRi NIIUp1MN tlnawa9R. Wart NAmsbaw¢cm otsm co�roOMa NNCIIQNtl1UMMa>5. 4lpfrot�+p'. PAYFLBI! ppaa Clap 3H:1L I- -I IF atFa3 N6ipFAt484r VIII IILII pgI1191b-Nan9tKw L- - '" � - E WtaaAutatWNtntou III -ISI -III - - Ik�I�II��� p• va®a®wYm I=1 I I b I U � I -III -I I �-I �� I I -I I �� I L I �-I I� I=I��11L 1� nnAwsirao®.smeF mvOUFpg snob x oAloaeoa oasmlctw swo naM aMuc uAECOYmr toss WtNEtpP3pb IwA3 MlE W. 1-t7oucKS BIORETENTION BASIN 4315 WWM DI4 :■ LOUCKS PLANNING CML ENGINEERING LAND sNNEY LANDSUPE AROInMRE ENNRONMENTAL ))0014Mod Suioe 300 Mille GrmW. MN 55369 )63A26.5505 www.kudaicmm 101630 PNELIMIWRY SUBMfrtAI � �w�psbuwYa N�.se'ww^v�r�� aY W. WaP-N Nu+m No.+ 30:ffii OFY 101630 Lauda Prgeat Pb A33) PgN.t lead TWM D+eWn RY 1RG CMded By T3'M Renew DW tO1630 CO -1 COVER SHEET C1WS3ING CONDIDONSPLAN C134 DEMOlfIsnN C3-1 RE PUN 61 GRADING BDRMWGE Pl.4N C}3 SWPP PIAN C33 SWPP NOTE580EfAILS C4-1 U)INtt PUN mt OEruLSItEEi Lt -i TME CANOPY PUN 13-1 WDSGPE PUN ut LANDSCAPE DErAus DEER HAVEN CHANHASSEN, MN KEN ASHFELD 6 YO Emin AVE kNHA ml MN 55331 SIGNATURE TREE CANOPY PLAN L1-1 ���III LANDSCAPE PLAN °�> SCALE IN FEET VIII GROUNDCOVER LEGEND aPm`•a .',�.� w r SOD /TOME NOTES D SEMMIX131 OTY LOW MAINTFNANCf URf � 1 { MNDOT NAME SEED MIX 31261 OAL STONABYATER 3 MNOOT NATIVE TIVE SEEDM MIX 15211 C I MNOOTN GENE 2 PLANT SCHEDULE aPm`•a .',�.� w r CONTRACTOR SHML PROTECT ALL EMSTING ROADS, OEOIIXIIXIS TREES OTY 1commoHNAmB BOTANICALINLE CONE OAL AB 3 1 AUTUMN BLAZE C I jBlB 2S fN 2 1 RIVER BIRCH C 3 iBlB �•• I ON 12 OOMLIONFMGI®EARY' IOIftarNSYY IBIR 2S— ICIN SAND ELEMENTS BASED UPON IONTRAC TION SUPPLIED OTHER E SED U OTHER UNDSCAPEPWS TO DSCMG OTHERS. CONTRACTORSHALLADVERIFY ayslw rr.w u 21610 TO ANY AND ALL DISCREPANGES PRIOR TO CONSTRUCTION AND ANY Dao 101620 EVERODEEN TREEB OTY COAYIONNAI.E BDTAHMlLNAIE DONT CM BB 12 1 &ACR HILLS SK0UGE JP gMIo SAR CH.dad By TWM 1YR 13 jmR mw I B68 1.'MNHOT. A VE, ■■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECRURE ENVIRONMENTAL 720(1 H,,.I h Lam, Surto" MapM Glave, MN 55369 163.421.550.5 —Iouc —m CONTRACTOR SHALLVBIT SITE PRIOR TO SUBMITTING BID. HE SHALL tr�� INSPECT SITE AND BECOME FAMIUM WITH DOSING CONORgNS RELATING TOTHE NATURE AND SCOPE OF WDRK aPm`•a .',�.� w r CONTRACTOR SHML PROTECT ALL EMSTING ROADS, VERIFY UYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE EXISTING CONDTONS PIAN ATTENTION OF THE ADSCME ARCHITECT ANY DISCREPANCIES CI -2 WHICH MY COMPROMISE THE DESIGN AND,OR INTENT OF THE % ECT'SIAYOUT. STE PUN ASSURE OAflUANCE WITH A E % O K OR M CODES AND REGULATIONSGON]iE11NG THE WORK OR MATERIALS SUPPDED. 1616M PRELIMINARY SUBMTTAL CONTRACTOR SHML PROTECT ALL EMSTING ROADS, CURBSJGUIIERS, TRAILS, TREES, IAWNS AND SITE ELEMENTS DURING EXISTING CONDTONS PIAN PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED CI -2 AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND MCKTION OF ALL STE PUN UNDERGROUND AND ABOVE GRADE UTIunES AND PROVIDE THE C I NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION I MATERIAL INSTAL-LATION BEGINS (MINIMUM 10' - 0' CLEARANCE). SWPP PLAN ALL UNDERGROUND UTIUTES SHALL BE WD SO THAT TRENCHES DO C 3 NOTCUTTHROUGHROOTSYSTEMSOFANYEMSRNGTREUTO �•• I REMAIN. •.. M��.a'.+e.u.Ta.»V.. Gopher State One Call e a..swwu..®e CONTOURS, TRAILS, TR3N, CURB/G ICIN SAND ELEMENTS BASED UPON IONTRAC TION SUPPLIED OTHER E SED U OTHER UNDSCAPEPWS TO DSCMG OTHERS. CONTRACTORSHALLADVERIFY ayslw rr.w u 21610 TO ANY AND ALL DISCREPANGES PRIOR TO CONSTRUCTION AND ANY Dao 101620 NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALI6, TRAIL AND/OR ROADWAYS ARE WILUCT TO REM ADJUSTMENT REQUIRED L^UH'^P'WaCL NO 2 2 TO CONFORM TO MCAW!ED TOPOGRAPHIC CONDITIONS AND TO Plojed lud TWM MINIMS TREE REMOVAL AND GRADING. ANY CHANGE IN DNmn BY GAJ A NMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. CH.dad By TWM R DIW 1016-2a WARNING ME CONTRACTOR SHAL BE RESMNSMLE FOR CALDNG FOR LOCATIONS OF ALL DOSING UTIUDES. THEY SHAL OOOP n WTI ALL UTIUiY COMPANIES IN MAINTAINING THEIR SERVICE AND I OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT W451-00 0 2 AT LEAST b HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUTS, PIPES, MANHOLES. VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SCALL REPAIR OR R CE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COSTTO THE OLANER. CO -1 COVER SHEET CI -1 EXISTING CONDTONS PIAN CI -2 DEMOLTION PLAN U-1 STE PUN C I GRADING A DRAINAGE PIAN C 2 SWPP PLAN C 3 SN P NOTES B DETAILS �•• I �1 UTILITY PLAN Gopher State One Call L1-1 DETAILS"� TREE CANOPY PUN uI UNDSCAPEPWS TIONOTY AREA: 651 -b1 -0002L11 �vo 111 �ANDSFE DETAILS CA Tau PREF FBOD-252-1166 WARNING ME CONTRACTOR SHAL BE RESMNSMLE FOR CALDNG FOR LOCATIONS OF ALL DOSING UTIUDES. THEY SHAL OOOP n WTI ALL UTIUiY COMPANIES IN MAINTAINING THEIR SERVICE AND I OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT W451-00 0 2 AT LEAST b HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUTS, PIPES, MANHOLES. VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SCALL REPAIR OR R CE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COSTTO THE OLANER. F THE CONTRACTOR K RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION T.ROWH TIRE WARRANTYED.BUON STREWI IS SUGGESTED. BUT NOT REQUIRED. pNY $TAMNG MUST CONFORM WITH GRIDDLE ASO STA D RANI PRACTICES. NE FOR STANDARD GRIDDLE. PRUNE ANY DAMAGED BRANCHES AFTER PUNTING K COMPLLTE WATERTREETHOROUGHLYDURING PUNTING OPERATKINS. PLACES BACKFILL IN 8-12• UFTS AND NOT COM ACT WITH WATER W NOT COMPACT MORE THAN NECESSAW TO MAINTAIN PLUMR 16'xZ• POLYPROPYLENE OR POLYETMYIENE SIRM $AFEtt RAGGING -ONE PDR Wf1E SPECS. MUIC1MUS7 NOT 8E W CONTACT VATH TRUNK BALAALLMI11111N $ITU TOPSOL WOOD iTAKE pvnONAU EDGEVMIE -SEE PLAN SCARIFY BOTTOM AND SIDE OF HOLE PRIOR TO FUMING ROOT BALLSETON UNDISfURBEp SUBGRADE CONTRACTOR K RESPONSIBLE FOR TESTING PERCOLATION RATE PRIOR TO PLANTING. NOTFYIANDSUPE ARCHITECT IMMEDATELY IF POOR DRAINAGE EXISTS. CONIFEROUS TREE PLANTING SCALE IR• - 1.4• ■B LOUCKS LANDSCAPE INSTAWTKkI OIOPOWATETRE PHASES OF COlSRUCTION AND PIAMiNG RSTALlAT10N WITH OTHER CONTRAL'TORS WOMOW ON SITE NO PLANTING WEL BE INSTAl1ID UIIITL COMPLETE GRAgNG AND COPETRIICIION HAS BEEN CORWIFI®W THE IMMFDWTE AREA WHERESOdSEEDABUTSPAVEDSURFACES,RNK MGRADEO SODySEED SHALL BE HELD 1' BELOW SURFACE ELEVATION OF TRAIL SLAB. CURB, M. SEEDALLMEASDISTURBEDd TOGRA OTHERTHANTALOSE MEAS NOTED TO RECENE SOD. MULCH FOR TURF SEEDED MEAS SHALL BE TYPE 5 WOOD FIBER HYDROMULCH CONFORMING WITH MNDOT 3001. MULCH FOR SEEDED MEM WITH SIDPE 15%OR GREATER SHALLBE MNDOT CATEGORY 1, STRAW M 1S BLANKET CONFORMING WITH MNDOT 3885. SOD ALL DESIGNATED MFRS DKTURBED DUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE MALES, THE SOD SHALL BE STAGED TO THE GROUND. ALL AMERIMATERIALS D COMPLYWRITTHELATESTICAN O THE AMERICAN f NURSO D FOR NURSERYNOTEK AMERICAN SHWIS SHALL NUAT LEAST UNESAT THE OTHERWISE ALL SHRUBS SMALL MAYS I TH. OR 5 UNE AT THE SSHALL H MINIMUM SHRUBV-CRO HEIGHT OR WIDTH. ORNAMENTAL TREE SHALL HAVE NO ABI AND SHALL BEGIN BRANCHING NO MES THAN 3' ABOVE ROOT BAIL STREET AND BOULEVARD TREE SHALL BEGIN BRANCHING NO t1DWER THAN S' ABOVE RNKHED GRADE ANY COMFERIXK TREE PREVIOIIAY %TUNED FOR CHRISTM/5 TREE SAIF SHALL NOT BE US®. ALLCOJIFEAOUS TREE SHAl1 BE NLL FOIM, NATURALTO THE SGEOER. WIDgIlI PRUNING. PLAN TAXES PRECEDENCE OYER PUNT SOIETXRE IF gSCREPANGE IN OUANRTIE EXIST. SPECIFICATIONS THE PRECEDENCE OVER NOTES. NO PLANT MATERLLL SIlBSpMiDNS WILL BE ACCEPTED UNLESS APPROVALK CONTRACTOR PTNR LANDSCAPEAKION OF A SO LANDSCAPE CONTRACTOR GRIOR TO THE SUBMKSION OF A BID AND/OR QUOTATION. ALL PROPOSED PLANTS SHALL M LOCATED AND STATED AS SHOWN ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FRED. SHOULD AN ADJUSTMENT BE ADVISED. THE LANDSCAPE ARCMRECi MUST BE NOTIFlFD. ALL PLANT MATERIALS SHALL BE FERTIUZED UPON INSLALUTION WITH A 2)-3d SLOW RELEASE FER EER MIXED IN WITH THE PIANTING SOIL PER THE MANUFACTURER'S WSTRUCIIONS. PLANK MAY BE TREATED EOR SUMMER AND FALL WSTAWL' CA WITH AN APE AND 3OOF GRANULM 2)33 AT 60Z PER 25' GANGER PER 1REE AND 30Z PER SHRUB WITH AN AdXTIONALAPPIIUTKRl6 Z)33THE FOlON'ING SPRING IN THE TREE $Allml. ALL PIANiS TO BE INSTALIID AS PERPWETING OTAILS REMOVE ALL FIAGCI W AND LAPELS FROM PLW1S. WRAPPING MATERIAL SHALL BE CORRUGATED M PIPING 1' GREATER W TERPRRTHANTHE TAREBEINGPROTECTED O OUALM.HFSE. WATERPR DECIDUOUS TREE MANUFACTURED FOR THIS PURPOSE WRAP ALL DEGd10U5 TREE PIAN®IN THE FALL PRIOR TO 13-1 AND REMOVE ALL WRAPRNG AFTER S1. MULCH SHALL BE CLEAN SHREDDED HARDWOOD MULCH WITH UNIFORM PIKE SUE. ALL TREES NOT IN PLANITNG BEDSTO RECENE l• DEEP MULCH VATI NO MULCH IN dRER COMALT \VfTIR TREE TRUNK SPREAD GRANULAR FRE EMERGENT HERBICIDE PREEN OR EMAIL) PER MANUFACTURER'S RECOMMENDATIONS UNDER ALL MUUCHEO AREAS. IF WE LANDSCAPE CONTRACTOR G CONCERNED OR PERCEIVES ANY DEFKJENCIES IN THE PLANT SELECTIONS, SOL CONDITIONS OR ANY OTHER SITE CONDMON WHICH MIGHT NEGATIVELY AFFECT PUNT ETMUSHMENT, SURWAL OR GUARANTEE HE MUST BRING THEE DEFICIENCIES TO THE ATTENTION OF ME LANDSCAPE ARCHITECT PRIOR TO PROCUREMENTAND/OR INSTALLATION. CONTRACTORSH WBMPAWRITTENREQUESTFORTHEOWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SNE IMPROVEMENTS. CONTRACTOR UNTIL ONGgfGMAINTENANCEOFALL NEWLYINSTALLEDACTS VMMATERMLS DAMAGE E OF OWNER ACCEPTANCE- ANY CCEPTANCE AM ACTS CEVANDALISM LL DAMAGE WHICH MAY OCCUR PRIOR TO CO NER ACCEPTANCE SHALL BE THE REPONSIWE CORN THE CONTRACTOR. PROGRAM SHALL INCLUDING,PROBUT NETHEOW NER SARILY NI MAINTENANCE MROCRAM ABUT NOT NECESSARILY LRAR® TO. PRUNING. FERBLI2ATION AND DISEASE/PEST CONTROL CON TRACTORAWLGUARANTEE NEW Of MTHROWM ONE CALENDAR YEAR BEGINNING ON THPLANT'E GATE Of BY THE LAROSUPE ARCHITECT AFTER THE COMPLETION OF FIANTING OF ALL LANDSCAPE MAlDBALS. NO PMML ACCEPTANCE WILL BE UNLESS NOTED OTMFRWKETHE APPROPRMIE DATE FOR $PMNG RANT MATERIAL INSTAWTION AND SEEDrBOD PLACEMENT K FROM TME TIME GROUND HMTUWEDTO JUNE 15. FALLSOMq KGENERALLYACCEPTABLEFROMAMUST15- NOVEMBER 1. FALL SEEDING FROM AWUST 15 -SEPTEMBER 15: DORMANT SEEONG IN THE FALL SHALL NOT OCCUR PROM TO NOVEMBER I. FALL CONIFEROUS PLANING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND DECIDUOUS PIANTIW FROM THE FEW FROST UNTIL NOVEMBER 1S. PLANING OUTSIDE THEE DATE IS NOT RECOMMENDED. AM ADJUSTMENT MUST BE APPROVED IN WRITING SY THE LANDSCAPE ARCHITECT. PROnUC MI INGOAKSONSDESCHEDULEDTOREMAIN. IF G K NG OAKS ME DAMAGED W ANY MANNER, ABOVE OR BELOW GROUND IN THE ROOTSYSREM, AN ASPHALTIC TREE PRUNING PRIM SHOULDBEAPRUED VEDORTRAINSPANOIINgNG.OAI(5 ISNOT TOB EPRUNED, REMOVED E ARCHITECT THESE DATES APRIL 15 ANO JULY 1. NOTFV LANDSCAPE ARCMTECT IF MESE DATE ARE UNAYQDABLE. LANDSCAPE CONTRACTOR SHALL ESTABISH TO HK SATISFACTION THAT SOLAND COKB'ACIION COXDDIONS ARE ADEQUATE TO ALLOW FOR PROPFA pINNAGE AT AND AROUND THE BLIRDING SOE ■■ LOUCKS PUNNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL )1W Heo o6 Lt, SU 3D] Maple Gaw, MN 55369 )63.0215505 www,louhsincmm �Fa�irrr��r.4w. 10-1620 PSEUMlI SUBMITTAL �r+Mm4unup�nN ��>sm�e a e.mdv..ee. aaprw.wm. u No. 21610 D..Date 1p1620 Looby P.oyen No. 20327 Po'. Leaf TWM G—By GAJ CHx*ed By TWM Rwiew DeN 1D1620 C01 COvER SHEET THE CONTRACTOR K RESPONSIBLE EXISTING CONDITIONS PIAN 0.2 FOR MAINTAINING ALL MES IN A 0-1 SITE PLAN PLUMB POSITION THROUGH THE GRADING B DRAINAGE PLAN LIZ WARRANTY PERIOD. STAKING IS SVRP NDTESBDETAILS SUGGESTED, BUT NOT REQUIRED, UT LAN C61 ANY STAMNG MUST CONFORM WITH LHI TREECANOPY PLAN PRACTICE$ AS DERNED IN ANA LAE PLAN UH l3I GUIDEUNES FOR STANDARD PRACTICE ORAMNCJIEEED ANBD CTROSSING 3aVY B \� COMPLETE ✓ CUTACR WRE BASOT F WATERTREE THOROUGHLY RAMIATIDINS, PLACE BAOffILL IN IIIUFfS AND 1 WATER. DO NOTOOTESOLWOR NOTCOMPACTMONTAINPNKESSARY 1b MAINTAIN PLUMB. 16•e2• POLYPROPYLENE OR POLYETIMENE STRAP XSETPI-ANTONUNDISTURSEDNATNE MULCH-1•DEEP. NOMULCNIN EWE VANE -SEE PIANMIXES PRIOR TO PUNpNG SOIL CONTRACTOR K REPONPOR TESTING PERCOLATION RATESPRIOR TO FLAMING. NOTFY LANDSCAPE ARCHITECT TELY IF IOOR EXISTS. DRAINAGE EXISTS. 1 DECIDUOUS TREE PLANTING i■ LOUCKs SCYE 1/J' 1 O D T—M1Ogdq F THE CONTRACTOR K RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION T.ROWH TIRE WARRANTYED.BUON STREWI IS SUGGESTED. BUT NOT REQUIRED. pNY $TAMNG MUST CONFORM WITH GRIDDLE ASO STA D RANI PRACTICES. NE FOR STANDARD GRIDDLE. PRUNE ANY DAMAGED BRANCHES AFTER PUNTING K COMPLLTE WATERTREETHOROUGHLYDURING PUNTING OPERATKINS. PLACES BACKFILL IN 8-12• UFTS AND NOT COM ACT WITH WATER W NOT COMPACT MORE THAN NECESSAW TO MAINTAIN PLUMR 16'xZ• POLYPROPYLENE OR POLYETMYIENE SIRM $AFEtt RAGGING -ONE PDR Wf1E SPECS. MUIC1MUS7 NOT 8E W CONTACT VATH TRUNK BALAALLMI11111N $ITU TOPSOL WOOD iTAKE pvnONAU EDGEVMIE -SEE PLAN SCARIFY BOTTOM AND SIDE OF HOLE PRIOR TO FUMING ROOT BALLSETON UNDISfURBEp SUBGRADE CONTRACTOR K RESPONSIBLE FOR TESTING PERCOLATION RATE PRIOR TO PLANTING. NOTFYIANDSUPE ARCHITECT IMMEDATELY IF POOR DRAINAGE EXISTS. CONIFEROUS TREE PLANTING SCALE IR• - 1.4• ■B LOUCKS LANDSCAPE INSTAWTKkI OIOPOWATETRE PHASES OF COlSRUCTION AND PIAMiNG RSTALlAT10N WITH OTHER CONTRAL'TORS WOMOW ON SITE NO PLANTING WEL BE INSTAl1ID UIIITL COMPLETE GRAgNG AND COPETRIICIION HAS BEEN CORWIFI®W THE IMMFDWTE AREA WHERESOdSEEDABUTSPAVEDSURFACES,RNK MGRADEO SODySEED SHALL BE HELD 1' BELOW SURFACE ELEVATION OF TRAIL SLAB. CURB, M. SEEDALLMEASDISTURBEDd TOGRA OTHERTHANTALOSE MEAS NOTED TO RECENE SOD. MULCH FOR TURF SEEDED MEAS SHALL BE TYPE 5 WOOD FIBER HYDROMULCH CONFORMING WITH MNDOT 3001. MULCH FOR SEEDED MEM WITH SIDPE 15%OR GREATER SHALLBE MNDOT CATEGORY 1, STRAW M 1S BLANKET CONFORMING WITH MNDOT 3885. SOD ALL DESIGNATED MFRS DKTURBED DUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE MALES, THE SOD SHALL BE STAGED TO THE GROUND. ALL AMERIMATERIALS D COMPLYWRITTHELATESTICAN O THE AMERICAN f NURSO D FOR NURSERYNOTEK AMERICAN SHWIS SHALL NUAT LEAST UNESAT THE OTHERWISE ALL SHRUBS SMALL MAYS I TH. OR 5 UNE AT THE SSHALL H MINIMUM SHRUBV-CRO HEIGHT OR WIDTH. ORNAMENTAL TREE SHALL HAVE NO ABI AND SHALL BEGIN BRANCHING NO MES THAN 3' ABOVE ROOT BAIL STREET AND BOULEVARD TREE SHALL BEGIN BRANCHING NO t1DWER THAN S' ABOVE RNKHED GRADE ANY COMFERIXK TREE PREVIOIIAY %TUNED FOR CHRISTM/5 TREE SAIF SHALL NOT BE US®. ALLCOJIFEAOUS TREE SHAl1 BE NLL FOIM, NATURALTO THE SGEOER. WIDgIlI PRUNING. PLAN TAXES PRECEDENCE OYER PUNT SOIETXRE IF gSCREPANGE IN OUANRTIE EXIST. SPECIFICATIONS THE PRECEDENCE OVER NOTES. NO PLANT MATERLLL SIlBSpMiDNS WILL BE ACCEPTED UNLESS APPROVALK CONTRACTOR PTNR LANDSCAPEAKION OF A SO LANDSCAPE CONTRACTOR GRIOR TO THE SUBMKSION OF A BID AND/OR QUOTATION. ALL PROPOSED PLANTS SHALL M LOCATED AND STATED AS SHOWN ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FRED. SHOULD AN ADJUSTMENT BE ADVISED. THE LANDSCAPE ARCMRECi MUST BE NOTIFlFD. ALL PLANT MATERIALS SHALL BE FERTIUZED UPON INSLALUTION WITH A 2)-3d SLOW RELEASE FER EER MIXED IN WITH THE PIANTING SOIL PER THE MANUFACTURER'S WSTRUCIIONS. PLANK MAY BE TREATED EOR SUMMER AND FALL WSTAWL' CA WITH AN APE AND 3OOF GRANULM 2)33 AT 60Z PER 25' GANGER PER 1REE AND 30Z PER SHRUB WITH AN AdXTIONALAPPIIUTKRl6 Z)33THE FOlON'ING SPRING IN THE TREE $Allml. ALL PIANiS TO BE INSTALIID AS PERPWETING OTAILS REMOVE ALL FIAGCI W AND LAPELS FROM PLW1S. WRAPPING MATERIAL SHALL BE CORRUGATED M PIPING 1' GREATER W TERPRRTHANTHE TAREBEINGPROTECTED O OUALM.HFSE. WATERPR DECIDUOUS TREE MANUFACTURED FOR THIS PURPOSE WRAP ALL DEGd10U5 TREE PIAN®IN THE FALL PRIOR TO 13-1 AND REMOVE ALL WRAPRNG AFTER S1. MULCH SHALL BE CLEAN SHREDDED HARDWOOD MULCH WITH UNIFORM PIKE SUE. ALL TREES NOT IN PLANITNG BEDSTO RECENE l• DEEP MULCH VATI NO MULCH IN dRER COMALT \VfTIR TREE TRUNK SPREAD GRANULAR FRE EMERGENT HERBICIDE PREEN OR EMAIL) PER MANUFACTURER'S RECOMMENDATIONS UNDER ALL MUUCHEO AREAS. IF WE LANDSCAPE CONTRACTOR G CONCERNED OR PERCEIVES ANY DEFKJENCIES IN THE PLANT SELECTIONS, SOL CONDITIONS OR ANY OTHER SITE CONDMON WHICH MIGHT NEGATIVELY AFFECT PUNT ETMUSHMENT, SURWAL OR GUARANTEE HE MUST BRING THEE DEFICIENCIES TO THE ATTENTION OF ME LANDSCAPE ARCHITECT PRIOR TO PROCUREMENTAND/OR INSTALLATION. CONTRACTORSH WBMPAWRITTENREQUESTFORTHEOWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SNE IMPROVEMENTS. CONTRACTOR UNTIL ONGgfGMAINTENANCEOFALL NEWLYINSTALLEDACTS VMMATERMLS DAMAGE E OF OWNER ACCEPTANCE- ANY CCEPTANCE AM ACTS CEVANDALISM LL DAMAGE WHICH MAY OCCUR PRIOR TO CO NER ACCEPTANCE SHALL BE THE REPONSIWE CORN THE CONTRACTOR. PROGRAM SHALL INCLUDING,PROBUT NETHEOW NER SARILY NI MAINTENANCE MROCRAM ABUT NOT NECESSARILY LRAR® TO. PRUNING. FERBLI2ATION AND DISEASE/PEST CONTROL CON TRACTORAWLGUARANTEE NEW Of MTHROWM ONE CALENDAR YEAR BEGINNING ON THPLANT'E GATE Of BY THE LAROSUPE ARCHITECT AFTER THE COMPLETION OF FIANTING OF ALL LANDSCAPE MAlDBALS. NO PMML ACCEPTANCE WILL BE UNLESS NOTED OTMFRWKETHE APPROPRMIE DATE FOR $PMNG RANT MATERIAL INSTAWTION AND SEEDrBOD PLACEMENT K FROM TME TIME GROUND HMTUWEDTO JUNE 15. FALLSOMq KGENERALLYACCEPTABLEFROMAMUST15- NOVEMBER 1. FALL SEEDING FROM AWUST 15 -SEPTEMBER 15: DORMANT SEEONG IN THE FALL SHALL NOT OCCUR PROM TO NOVEMBER I. FALL CONIFEROUS PLANING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND DECIDUOUS PIANTIW FROM THE FEW FROST UNTIL NOVEMBER 1S. PLANING OUTSIDE THEE DATE IS NOT RECOMMENDED. AM ADJUSTMENT MUST BE APPROVED IN WRITING SY THE LANDSCAPE ARCHITECT. PROnUC MI INGOAKSONSDESCHEDULEDTOREMAIN. IF G K NG OAKS ME DAMAGED W ANY MANNER, ABOVE OR BELOW GROUND IN THE ROOTSYSREM, AN ASPHALTIC TREE PRUNING PRIM SHOULDBEAPRUED VEDORTRAINSPANOIINgNG.OAI(5 ISNOT TOB EPRUNED, REMOVED E ARCHITECT THESE DATES APRIL 15 ANO JULY 1. NOTFV LANDSCAPE ARCMTECT IF MESE DATE ARE UNAYQDABLE. LANDSCAPE CONTRACTOR SHALL ESTABISH TO HK SATISFACTION THAT SOLAND COKB'ACIION COXDDIONS ARE ADEQUATE TO ALLOW FOR PROPFA pINNAGE AT AND AROUND THE BLIRDING SOE ■■ LOUCKS PUNNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL )1W Heo o6 Lt, SU 3D] Maple Gaw, MN 55369 )63.0215505 www,louhsincmm �Fa�irrr��r.4w. 10-1620 PSEUMlI SUBMITTAL �r+Mm4unup�nN ��>sm�e a e.mdv..ee. aaprw.wm. u No. 21610 D..Date 1p1620 Looby P.oyen No. 20327 Po'. Leaf TWM G—By GAJ CHx*ed By TWM Rwiew DeN 1D1620 C01 COvER SHEET Cl -1 EXISTING CONDITIONS PIAN 0.2 DDMONgN PLAN 0-1 SITE PLAN C61 GRADING B DRAINAGE PLAN LIZ SWPP PIAN SVRP NDTESBDETAILS OH1 C61 UT LAN C61 DETAIL S HEET All S LHI TREECANOPY PLAN LAE PLAN UH l3I LANDSCAPE DETAILS :■ LOUCKS Stormwater Management Plan Hydrology Report Deer Haven Chanhassen. MN October 13, 2020 Loucks Project No. 20327.0 I hereby certify that this report was prepared by me or under my direct supervision, and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota Valentina M Anderson, P.E. Date: 10/13/2020 Reg. No. 43423 CITY OF CHANHASSEN RECEIVED OCT 16 2020 CHANHASSEN PANNING DEPT Stormwater Management Report October 13, 2020 The American Club Page 1 PLANNING I CIVIL ENGINEERING I LAND SURVEYING I LANDSCAPE ARCHITECTURE I ENVIRONMENTAL www.loucksinc.com 1 55 East Filch Street, Suite 910, Saint Paul, MN 55101 1 763.424.5505 Deer Haven Chanhassen, Minnesota Stormwater Management Plan Table of Contents Introduction. Page Number Methodology.................................................................................................................................1 ExistingConditions........................................................................................................................2 ProposedConditions......................................................................................................................2 Best Management Practices............................................................................................................4 Conclusion....................................................................................................................................4 Appendices HydroCAD Report-Existing/Proposed ........................ MIDSReport .............................................................. Figures Existing Drainage Exhibit ........................................... Proposed Drainage Exhibit ......................................... Stormwater Management Plan Deer Haven ..................................... Appendix A ..................................... Appendix C ............................................ Figure 1 ............................................ Figure 2 October 13, 2020 Deer Haven Chanhassen, Minnesota Stormwater Management Plan Introduction This stormwater management plan was created for the residential lot development on Takoma Trail, off of Yosemite Avenue in Chanhassen, MN. The proposed project consists of parceling out three lots, upgrading the driveway to a road and the associated utilities and stormwater treatment. The site has access through a driveway on Takoma Trail that will be upgraded to a full road width. The project is surrounded on three sides by residential lots. The north side consists of a wetland before reaching residential lots. Included in this plan are calculations for the existing and proposed discharge of storm water leaving the site Requirements and Methodology Cly of Chanhassen & Minnehaha Creek Watershed District Stormwater Requirements The City of Chanhassen is the permitting authority for the watershed's requirements. 1. Rate Control — Match existing rates for the 1, 10, and 100 -year critical duration (24-hour) storm events. 2. Volume Control — Provide abstraction of 1.0 -inches over all new impervious surfaces. 3. Water Quality— No net increase in Phosphorus load from existing site. The stormwater calculations were made utilizing the stormwater-modeling program HydroCAD 10.00. Calculations were performed for the 24-hour 100 -year rainfall event of 7.32 inches, 10 - year rainfall event of 4.26 inches, and 1 -year rainfall event of 2.48 inches. For purposes of analyzing the 0.8 -acre project area, a drainage area of about 2.34 acres was included in the hydrologic analysis to account for all runoff that affects the proposed project. Soils information is assumed to be mostly D soils, based on the area and the wetland to the north. Filtration will be used to reduce runoff rates, and volumes. Stormwater Management Plan October 13, 2020 Deer Haven Page 1 Existing Conditions The existing site consists of a driveway with mostly grass and some scattered trees. The south has an existing home that will remain untouched. The existing modeled area does not have any existing treatment systems. The existing house was not included in the modeling as it flows away from the disturbed area and will not be altered at all. The existing project area is broken into six drainage areas: • Drainage Area EX -W — Sheet drains to the west off site. • Drainage Area EX -S — Sheet drains to the south off site. • Drainage Area EX -E — Sheet drains to the east off site. • Drainage Area EX -N — Sheet drains to the north off site, to the wetland. Overall the existing project area being analyzed contains 7.33% impervious surface area or 5,761 sf. Conditions The proposed site generally consists of reconstructing the existing driveway to a road, preparing three pads for future houses and associated utilities and stormwater treatment. The backyards of future lots will have a swale directing towards a bioretention basin within the north lot. The front yards and road sheet drain to a bioretention basin on the east side of the road. Both basins outflows are directed to the wetland on the north side of the site. The modeling was done for the full build out, even though Phase One grading for the road only is currently being done. All drainage areas are shown broken up into areas to match the existing drainage areas. The proposed project area is broken up into 6 drainage areas. • Drainage Area W — Sheet drains to the west off site. • Drainage Area S — Sheet drains to the south off site. • Drainage Area E — Sheet drains to the east off site. • Drainage Area N — Sheet drains to the north off site. • Drainage Area 1 S — Sheet drains across the road to the bioretention basin in the northeast corner. • Drainage Area 2S — Sheet drains through the backyards to the bioretention basin in the northwest corner. Overall the proposed project area being analyzed contains 23.05% impervious surface area or 18,142 sf. Rate Control All proposed rates meet or reduce rates from existing conditions. All runoff generally maintains the same pattern in each direction. Almost all the impervious areas are captured and treated before leaving the site. Each lot has an assumed impervious area of 4,050 sf. Stormwater Management Plan October 13, 2020 Deer Haven Page 2 Tables 1.1 to 1.2 below compares the existing and proposed peak runoff rates and volumes for the discharge points analyzed. Table 1.1 - Existing Peak Runoff Rates and Volumes Drainage Area Area 1 -Yr Storm Event 10 -Yr Storm Event 100 -Yr Storm Event (Ac.) Rate Volume (cfs) (ac.ft.) Rate Volume (cfs) (ac.ft.) Rate (cfs) Volume (ac.ft.) EX -WEST 0.395 0.21 0.016 0.74 0.05 1.88 0.125 EX -SOUTH 0.327 0.27 0.017 0.8 0.049 1.87 0.115 EX-EASTJ 0.106 0.06 0.004 0.25 0.012 0.67 0.032 EX-NORTHI 0.972 0.65 0.048 1 2.04 0.14 4.89 0.334 TOTALI 0.7 0.033 0.085 1 3.7 0.251 8.93 0.607 Table 1.2 - Proposed Peak Runoff Rates and Volumes Drainage Area Area 1 -Yr Storm Event 10 -Yr Storm Event 100 -Yr Storm Event (Ac.) Rate Volume (cfs) (ac.ft.) Rate Volume (cfs) (ac.ft.) Rate Volume (cfs) (ac.ft.) WEST 0.019 0.02 0.001 0.07 0.003 0.16 0.006 SOUTH 0.287 0.38 0.018 1.02 0.049 2.22 0.109 EAST 0.087 0.08 0.004 0.25 0.012 0.6 0.029 NORTH 0.021 0.04 0.001 0.09 0.004 0.2 0.008 1P -NE BA51N 0.692 0.7 0.033 2.07 0.107 3.33 0.254 2P -NW BASIN 0.69 0.29 0.024 1.53 0.097 2.07 0.243 Total NORTH 1.403 0.71 0.058 3.1 0.208 5.31 0.505 TOTAL 1.80 0.92 0.082 3.7 0.271 7.74 0.65 Volume Control The proposed stormwater management systems are designed to retain 1.0 -inches of rainfall over the increased new surfaces of the development with a maximum drawdown time of 48 hours. Retention is used on this site based on the soils map; Loam is listed for this area. The wetland boundary elevation is approximately 1020.8 and the groundwater elevation is expected to be below that. The site has a total impervious surface of 18,143 sf with 12,381 sf being new. The two bioretention basins are used to infiltrate the volume. 1" Volume (ftA3) = Impervious Surfaces (ftA2) * 1.0 (in) * 1/12 Win) 1" Volume (ftA3) = 12,381 (SF) * 1.0 (in) * 1/12 (Win) = 1.032 ruhic-feet The proposed water quality volume below the outlet for the proposed biofiltration basins is listed below: • Proposed 1 P Volume = 484 cubic -feet • Proposed 2P Volume = 817 cubic -feet Stormwater Management Plan October 13, 2020 Deer Haven Page 3 The combined water quality volume is 1,301 cf which meets the targeted volume of 1,032 cubic - feet. This volume will drawdown in approximately 48 hours. Water reality r Per the Minnehaha Creek Watershed District requirements, the TP load shall not be greater than the existing total phosphorus load. With the basins infiltrating the volume over the new impervious surface, typical removals are expected. MIDS is used to model both the existing site conditions and the proposed conditions to determine removals. The existing total phosphorus load is 0.892 lbs. The total phosphorus load leaving the site in the proposed condition is 0.447 lbs. The proposed total phosphorus load leaving the site is less than existing. P8 case information can be found in the appendix. Also, since infiltration is proposed for the new impervious surface, a removal of 7-% TP over the new impervious surface is achieved. Best Manaeement Practices Best management practices (BMP's) will be implemented during construction per the project Stormwater Pollution Prevention Plan C3-2. During construction, erosion control measures will include dust control, silt fencing, inlet protection, and a temporary rock construction entrance. Permanent BMP's will include stormwater management systems, sump catch basins, surface pavements, and turf establishment (vegetation) of disturbed areas. Conclusion The proposed Stormwater Management Plan for the Deer Haven project provides an improved solution for the conveyance of stormwater on this site. The infiltration basin will capture runoff and provide additional rate control, volume control, and water quality treatment on the site. Stormwater Management Plan October 13, 2020 Deer Haven Page 4 Appendix A HydroCAD Report, Existing HydroCAD Report, Proposed subcat [Link TO IP N \ -. 15 O� ror�ersw rxra�eN �O ro E US pRovosED 20327 -PROPOSED Prepared by {enter your company name here) Printed 10/15/2020 HydroCAD® 10.00-25 s/n 02676 @2019 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area (acres) CN Description (subcatchment-numbers) 0.546 98 (1 S. 2S, EX -N, EX -S, N, S) 1.382 74 >75% Grass cover, Good, HSG C (1 S, 2S, E, N, S, W) 0.879 73 GRASS, SOME WOODS (EX -N) 0.288 73 WOODS/GRASS (EX -S) 0.106 70 Woods, Good, HSG C (EX -E) 0.395 72 Woods/grass comb., Good, HSG C (EX -W) 20327 -PROPOSED Prepared by (enter your company name here) Printed 10/15/2020 HydroCAD® 10.00-25 s/n 02676 @2019 HvdroCAD Software Solutions LLC Paae 3 Line# Node Number 1 113 2 2P In -Invert Out -Inv 1,022.40 1,021. 1,022.40 1,021. Pipe Listing (all nodes) ert Length Slope n Dian/Width Height Inside -Fill �t) (feet) Wit) (inches) (inches) (inches) 80 120.0 0.0050 0.013 10.0 0.0 0.0 25 128.0 0.0090 0.013 8.0 0.0 0.0 20327 -PROPOSED MSE 24 -hr 3 1 -Year Rainfall=2.47' Prepared by {enter your company name here} Printed 10/15/2020 LLC Summary for Subcatchment 1S: TO NE BASIN Runoff = 0.82 cfs @ 12.22 hrs, Volume= 0.047 af, Depth> 0.82" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 1 -Year Rainfall=2.47" Area (ac) CN Description * 0.185 98 0.507 74 >75% Grass cover, Good, HSG C 0.692 80 Weighted Average 0.507 73.27% Pervious Area 0.185 26.73% Impervious Area Tc Length Slope min) (feet) (ft/ft) 12.7 200 0.1250 Description 0.26 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" Summary for Subcatchment 2S: TO NW BASIN Runoff = 0.59 cfs @ 12.36 hrs, Volume= 0.047 af, Depth> 0.82" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 1 -Year Rainfall=2.47' Area (ac) CN Description 0.170 98 0.520 74 >75% Grass cover. Good, HSG C 0.690 80 Weighted Average 0.520 75.36% Pervious Area 0.170 24.64% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 23.4 255 0.0440 0.18 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" Summary for Subcatchment E: Runoff = 0.08 cfs @ 12.17 hrs, Volume= 0.004 af, Depth> 0.55" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 1 -Year Rainfall=2.47' Area (ac) CN Description 0.087 74 >75% Grass cover. Good, HSG C 0.087 100.00% Pervious Area 20327 -PROPOSED Prepared by {enter your company name HvdroCAD® 10.00-25 s/n 02676 Cc) 2019 Hvdn Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, MSE 24 -hr 3 1 -Year Rainfall=2.47' Summary for Subcatchment EX -E: Runoff = 0.06 cfs @ 12.17 hrs, Volume= 0.004 af, Depth> 0.41" Printed 10/15/2020 Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 1 -Year Rainfall=2.47" Ar_ea (ac) CN Description 0.106 70 Woods, Good, HSG C 0.106 100.00% Pervious Area Tc Length Slope iin) (feet) (ft/ft) 8.0 45 0.0550 Description 0.09 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.84" Summary for Subcatchment EX -N: Runoff = 0.65 cfs @ 12.31 hrs, Volume= 0.048 af, Depth> 0.59" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 1 -Year Rainfall=2.47' Area (ac) CN Description ' 0.093 98 0.879 73 GRASS, SOME WOODS 0.972 75 Weighted Average 0.879 90.43% Pervious Area 0.093 9.57% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 18.4 255 0.0800 0.23 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" Summary for Subcatchment EX -S: Runoff = 0.27 cfs @ 12.25 hrs, Volume= 0.017 af, Depth> 0.63" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 1 -Year Rainfall=2.47' 20327 -PROPOSED Prepared by {enter your company name here} HydroCAD@ 10.00-25 s/n 02676 © 2019 HydroCAD Area (ac) CN Description MSE 24 -hr 3 1 -Year Rainfall=2.47" Printed 10/15/2020 ` 0.039 98 ` 0.288 73 WOODS/GRASS 0.327 76 Weighted Average 0.288 88.07% Pervious Area 0.039 11.93% Impervious Area Tc Length Slope min) (feet) (f /ft) 14.5 75 0.0350 Velocity Capacity Description 0.09 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.84" Summary for Subcatchment EX -W: Runoff = 0.21 cfs @ 12.30 hrs, Volume= 0.016 af, Depth> 0.48" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 1 -Year Rainfall=2.47' Area (ac) CN Description 0.395 72 Woods/grass comb., Good, HSG C 0.395 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 17.5 240 0.0800 0.23 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" Summary for Subcatchment N: Runoff = 0.04 cfs @ 12.05 hrs, Volume= 0.001 af, Depth> 0.78" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 1 -Year Rainfall=2.47" Area (ac) CN Descriotion ` 0.004 98 0.017 74 >75% Grass cover, Good, HSG C 0.021 79 Weighted Average 0.017 80.95% Pervious Area 0.004 19.05% Impervious Area Summary for Subcatchment S: Runoff = 0.38 cfs @ 12.16 hrs, Volume= 0.018 af, Depth> 0.77" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 1 -Year Rainfall=2.47" 20327 -PROPOSED Prepared by {enter your company name Area (ac) CN Description MSE 24 -hr 3 1 -Year Rainfall=2.47" ' 0.055 98 0.232 74 >75% Grass cover, Good, HSG C 0.287 79 Weighted Average 0.232 80.84% Pervious Area 0.055 19.16% Impervious Area Tc Length Slope M Runoff = Description Direct Entry, Summary for Subcatchment W: 0.02 cfs @ 12.06 hrs, Volume= 0.001 af, Depth> 0.56" Printed 10/15/2020 Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 1 -Year Rainfall=2.47' Area (ac) CN Description 0.019 74 >75% Grass cover, Good, HSG C 0.019 100.00% Pervious Area Summary for Reach EX -T: Inflow Area = 1.800 ac, 7.33% Impervious, Inflow Depth > 0.56" for 1 -Year event Inflow = 1.14 cfs @ 12.29 hrs, Volume= 0.085 of Outflow = 1.14 cfs @ 12.29 hrs, Volume= 0.085 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Summary for Reach TOT: Inflow Area = 1.796 ac, 23.05% Impervious, Inflow Depth > 0.55" for 1 -Year event Inflow = 0.92 cfs @ 12.31 hrs, Volume= 0.082 of Outflow = 0.92 cfs @ 12.31 hrs, Volume= 0.082 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Summary for Reach TOT -N: Inflow Area = 1.403 ac, 25.59% Impervious, Inflow Depth > 0.50" for 1 -Year event Inflow = 0.71 cfs @ 12.31 hrs, Volume= 0.058 of Outflow = 0.71 cfs @ 12.31 hrs, Volume= 0.058 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs 20327 -PROPOSED Prepared by {enter your company name Inflow Area = 0.692 ac, Inflow = 0.82 cfs @ Outflow = 0.70 cfs @ Discarded = 0.00 cfs @ Primary = 0.70 cfs @ MSE 24 -hr 3 1 -Year Rainfall=2.47" Summary for Pond 1P: NE BASIN 26.73% Impervious, Inflow Depth > 0.82" 12.22 hrs, Volume= 0.047 of 12.31 hrs, Volume= 0.036 af, 12.31 hrs, Volume= 0.003 of 12.31 hrs, Volume= 0.033 of Printed 10/15/2020 for 1 -Year event Atten= 14%, Lag= 5.8 min Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 1,025.35' @ 12.31 hrs Surf.Area= 669 sf Storage= 580 cf Plug -Flow detention time= 80.6 min calculated for 0.036 of (76% of inflow) Center -of -Mass det. time= 27.0 min ( 831.0 - 803.9 ) Volume Invert Avail.Storage Storage Description #1 1,024.00' 4,174 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area 0.01 cfs @ Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 1,024.00 190 0 0 1,026.00 900 1,090 1,090 1,026.50 1,125 506 1,596 1,027.00 1,395 630 2,226 1,028.00 2,500 1,948 4,174 Device Routing Invert Outlet Devices #1 Primary 1,022.40' 10.0" Round Culvert L= 120.0' Ke= 0.500 Inlet/ Outlet Invert= 1,022.40'/ 1,021.80' S=0.0050? Cc= 0.900 n=0.013, Flow Area= 0.55 sf #2 Device 1 1,025.20' 14.0" Horiz. Orifice/Grate C= 0.600 in 26.0" Grate (29% open area) Limited to weir flow at low heads #3 Discarded 1,024.00' 0.300 in/hr Exfltration over Surface area ,scarded OutFlow Max=0.00 cfs @ 12.31 hrs HW=1,025.34' (Free Discharge) 3=Exfiltration (Exfiltration Controls 0.00 cfs) nmary OutFlow Max=0.65 cfs @ 12.31 hrs HW=1,025.34' (Free Discharge) Culvert (Passes 0.65 cfs of 2.87 cfs potential flow) 2=Orifice/Grate (Weir Controls 0.65 cfs @ 1.24 fps) Inflow Area = 0.690 ac, Inflow = 0.59 cfs @ Outflow = 0.30 cfs @ Discarded = 0.01 cfs @ Primary = 0.29 cfs @ Summary for Pond 2P: NW BASIN 24.64% Impervious, Inflow Depth > 0.82" 12.36 hrs, Volume= 0.047 of 12.69 hrs, Volume= 0.028 af, 12.69 hrs, Volume= 0.004 of 12.69 hrs, Volume= 0.024 of for 1 -Year event Atten= 50%, Lag= 19.7 min Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 1,025.28' @ 12.69 hrs Surf.Area= 978 sf Storage= 897 cf Plug -Flow detention time= 118.9 min calculated for 0.028 of (60% of inflow) 20327 -PROPOSED MSE 24 -hr 3 1 -Year Rainfall=2.47" Prepared by {enter your company name here} Printed 10/15/2020 HydroCAD® 10.00-25 s/n 02676 @2019 HydroCAD Software Solutions LLC Page 9 Center -of -Mass det. time= 53.9 min ( 866.3 - 812.4 ) Volume Invert Avail.Storage Storage Description #1 1,024.00' 4,305 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 1,024.00 420 0 0 1,026.00 1,290 1,710 1,710 1,027.00 1,800 1,545 3,255 1,027.50 2,400 1,050 4,305 Device Routing Invert Outlet Devices #1 Primary 1,022.40' 8.0" Round Culvert L= 128.0' Ke= 0.500 Inlet / Outlet Invert= 1,022.40' / 1,021.25' S= 0.0090 '/' Cc= 0.900 n=0.013, Flow Area= 0.35 sf #2 Device 1 1,025.20' 14.0" Horiz. Orifice/Grate C= 0.600 in 26.0" Grate (29% open area) Limited to weir flow at low heads #3 Discarded 1,024.00' 0.300 in/hr Exfiltration over Surface area 4iscarded OutFlow Max=0.01 cfs @ 12.69 hrs HW=1,025.28' (Free Discharge) 3=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=0.28 cfs @ 12.69 hrs HW=1,025.28' (Free Discharge) t1=Culvert (Passes 0.28 cfs of 1.77 cfs potential flow) L2=Orifice/Grate (Weir Controls 0.28 cfs @ 0.94 fps) 20327 -PROPOSED MSE 24 -hr 3 2 -Year Rainfall=2.84" Prepared by {enter your company name here} Printed 10/15/2020 HydroCAD@ 10.00-25 s/n 02676 @2019 HydroCAD Software Solutions LLC Pape 10 Summary for Subcatchment 1S: TO NE BASIN Runoff = 1.08 cfs @ 12.22 hrs, Volume= 0.062 af, Depth> 1.07" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 2 -Year Rainfall=2.84" Area (ac) CN Description ' 0.185 98 0.507 74 >75% Grass cover, Good HSG C 0.692 80 Weighted Average 0.507 73.27% Pervious Area 0.185 26.73% Impervious Area Tc Length Slope min) (feet) (ft/ft) 12.7 200 0.1250 Velocity Capacity Description 0.26 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" Summary for Subcatchment 2S: TO NW BASIN Runoff = 0.79 cfs @ 12.36 hrs, Volume= 0.062 af, Depth> 1.07" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 2 -Year Rainfall=2.84" Area (ac) CN Description 0.170 98 0.520 74 >75% Grass cover, Good, HSG C 0.690 80 Weighted Average 0.520 75.36% Pervious Area 0.170 24.64% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 23.4 255 0.0440 0.18 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" Summary for Subcatchment E: Runoff = 0.11 cfs @ 12.16 hrs, Volume= 0.006 af, Depth> 0.76" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 2 -Year Rainfall=2.84" Area (ac) CN Description 0.087 74 >75% Grass cover, Good, HSG C 0.087 100.00% Pervious Area 20327 -PROPOSED MSE 24 -hr 3 2 -Year Rainfall=2.84" Prepared by {enter your company name here) Printed 10/15/2020 HydroCADO 10.00-25 s/n 02676 © 2019 HydroCAD Software Solutions LLC Page 11 Tc Length Slope Velocity Capacity Description Me Runoff = Direct Entry, Summary for Subcatchment EX -E: 0.10 cfs @ 12.17 hrs, Volume= 0.005 af, Depth> 0.59" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 2 -Year Rainfall=2.84" Area (ac) CN Description 0.106 70 Woods, Good, HSG C 0.106 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (fUsec) (cfs) 8.0 45 0.0550 0.09 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.84" Summary for Subcatchment EX -N: Runoff = 0.92 cfs @ 12.30 hrs, Volume= 0.065 af, Depth> 0.81" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 2 -Year Rainfall=2.84" Area (ac) CN Description 0.093 98 0.879 73 GRASS. SOME WOODS 0.972 75 Weighted Average 0.879 90.43% Pervious Area 0.093 9.57% Impervious Area Tc Length Slope min) (feet) (ft/ft) 18.4 255 0.0800 Description 0.23 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" Summary for Subcatchment EX -S: Runoff = 0.37 cfs @ 12.25 hrs, Volume= 0.023 af, Depth> 0.86" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 2 -Year Rainfall=2.84" 20327 -PROPOSED Prepared by {enter your company name Area (ac) CN Description MSE 24 -hr 3 2 -Year Rainfall=2.84" Printed 10/15/2020 ' 0.039 98 ' 0.288 73 WOODS/GRASS 0.327 76 Weighted Average 0.288 88.07% Pervious Area 0.039 11.93% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 14.5 75 0.0350 0.09 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.84" Summary for Subcatchment EX -W: Runoff = 0.30 cfs @ 12.29 hrs, Volume= 0.022 af, Depth> 0.67" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 2 -Year Rainfall=2.84" Area (ac) CN Description 0.395 72 Woods/grass comb. Good, HSG C 0.395 100.00% Pervious Area Tc Length Slope min) (feet) (fUft) 17.5 240 0.0800 Description 0.23 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" Summary for Subcatchment N: Runoff = 0.05 cfs @ 12.05 hrs, Volume= 0.002 af, Depth> 1.02" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 2 -Year Rainfall=2.84" Area (ac) CN Description 0.004 98 0.017 74 >75% Grass cover, Good, HSG C 0.021 79 Weighted Average 0.017 80.95% Pervious Area 0.004 19.05% Impervious Area Summary for Subcatchment S: Runoff = 0.51 cfs @ 12.16 hrs, Volume= 0.024 af, Depth> 1.02" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 2 -Year Rainfall=2.84" 20327 -PROPOSED MSE24-hr3 2 -Year Rainfall=2.84" Prepared by {enter your company name here) Printed 10/15/2020 HydroCAD@ 10.00-25 s/n 02676 @ 2019 HydroCAD Software Solutions LLC Paae 13 Area (ac) CN Description * 0.055 98 0.232 74 >75% Grass cover, Good, HSG C 0.287 79 Weighted Average 0.232 80.84% Pervious Area 0.055 19.16% Impervious Area Tc Length Description 8.0 Direct Entry, Summary for Subcatchment W: Runoff = 0.03 cfs @ 12.05 hrs, Volume= 0.001 af, Depth> 0.76" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 2 -Year Rainfall=2.84" Area (ac) CN Description 0.019 74 >75% Grass cover, Good, HSG C 0.019 100.00% Pervious Area Summary for Reach EX -T: Inflow Area = 1.800 ac, 7.33% Impervious, Inflow Depth > 0.77" for 2 -Year event Inflow = 1.63 cfs @ 12.28 hrs, Volume= 0.116 of Outflow = 1.63 cfs @ 12.28 hrs, Volume= 0.116 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Summary for Reach TOT: Inflow Area = 1.796 ac, 23.05% Impervious, Inflow Depth > 0.79" for 2 -Year event Inflow = 1.45 cfs @ 12.25 hrs, Volume= 0.119 of Outflow = 1.45 cfs @ 12.25 hrs, Volume= 0.119 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Summary for Reach TOT -N: Inflow Area = 1.403 ac, 25.59% Impervious, Inflow Depth > 0.75" for 2 -Year event Inflow = 1.07 cfs @ 12.26 hrs, Volume= 0.088 of Outflow = 1.07 cfs @ 12.26 hrs, Volume= 0.088 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs 20327 -PROPOSED MSE 24 -hr 3 2 -Year Rainfall=2.84" Prepared by {enter your company name here) Printed 10/15/2020 HvdroCAD® 10.00-25 s/n 02676 @2019 HvdroCAD Software Solutions LLC Page 14 Inflow Area = 0.692 ac, Inflow = 1.08 cfs @ Outflow = 1.06 cfs @ Discarded = 0.00 cfs @ Primary = 1.06 cfs @ Summary for Pond 1P: NE BASIN 26.73% Impervious, Inflow Depth > 1.07" 12.22 hrs, Volume= 0.062 of 12.26 hrs, Volume= 0.051 af, 12.26 hrs, Volume= 0.003 of 12.26 hrs, Volume= 0.048 of for 2 -Year event Atten= 2%, Lag= 3.0 min Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 1,025.40' @ 12.26 hrs Surf.Area= 686 sf Storage= 613 cf Plug -Flow detention time= 65.6 min calculated for 0.051 of (82% of inflow) Center -of -Mass det. time= 20.0 min ( 819.5 - 799.5 ) Volume Invert Avail.Storage Storage Description #1 1,024.00' 4,174 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area 0.01 cfs @ Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 1,024.00 190 0 0 1,026.00 900 1,090 1,090 1,026.50 1,125 506 1,596 1,027.00 1,395 630 2,226 1,028.00 2,500 1,948 4,174 Device Routing Invert Outlet Devices #1 Primary 1,022.40' 10.0" Round Culvert L= 120.0' Ke= 0.500 Inlet / Outlet Invert= 1,022.40'/ 1,021.80' S= 0.0050 T Cc= 0.900 n=0.013, Flow Area= 0.55 sf #2 Device 1 1,025.20' 14.0" Horiz. Orifice/Grate C= 0.600 in 26.0" Grate (29% open area) Limited to weir flow at low heads #3 Discarded 1,024.00' 0.300 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.00 cfs @ 12.26 hrs HW=1,025.39' (Free Discharge) TExfiltration (Exfiltration Controls 0.00 cfs) �nmary OutFlow Max=1.00 cfs @ 12.26 hrs HW=1,025.39' (Free Discharge) 1=Culvert (Passes 1.00 cfs of 2.89 cfs potential flow) =Culvert (Weir Controls 1.00 cfs @ 1.43 fps) Inflow Area = 0.690 ac, Inflow = 0.79 cfs @ Outflow = 0.57 cfs @ Discarded = 0.01 cfs @ Primary = 0.57 cfs @ Summary for Pond 2P: NW BASIN 24.64% Impervious, Inflow Depth > 1.07" 12.36 hrs, Volume= 0.062 of 12.54 hrs, Volume= 0.043 af, 12.54 hrs, Volume= 0.004 of 12.54 hrs, Volume= 0.038 of for 2 -Year event Atten= 27%, Lag= 11.2 min Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 1,025.33'@ 12.54 hrs Surf.Area= 999 sf Storage= 944 cf Plug -Flow detention time= 95.7 min calculated for 0.043 of (69% of inflow) 20327 -PROPOSED Prepared by {enter your company name Center -of -Mass det. time= 37.4 min ( 845.3 - 808.0 ) MSE 24 -hr 3 2 -Year Rainfall=2.84" Printed 10/15/2020 Volume Invert Avail.Storage Storage Description #1 1,024.00' 4,305 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store feet (sq -ft) (cubic -feet) (cubic -feet) 1,024.00 420 0 0 1,026.00 1,290 1,710 1,710 1,027.00 1,800 1,545 3,255 1,027.50 2,400 1,050 4,305 Device Routing Invert Outlet Devices #1 Primary 1,022.40' 8.0" Round Culvert L= 128.0' Ke= 0.500 Inlet / Outlet Invert= 1,022.40'/ 1,021.25' S= 0.0090 T Cc= 0.900 n=0.013, Flow Area= 0.35 sf #2 Device 1 1,025.20' 14.0" Horiz. Orifice/Grate C= 0.600 in 26.0" Grate (29% open area) Limited to weir flow at low heads #3 Discarded 1,024.00' 0.300 in/hr Exfiltration over Surface area Trded OutFlow Max=0.01 cfs @ 12.54 hrs HW=1,025.33' (Free Discharge) Exfltration (Exfiltration Controls 0.01 cis) Primary OutFlow Max=0.56 cfs @ 12.54 hrs HW=1,025.33' (Free Discharge) ttCuivert (Passes 0.56 cfs of 1.79 cfs potential flow) 2=Orifice/Grate (Weir Controls 0.56 cfs @ 1.18 fps) 20327 -PROPOSED Prepared by {enter your company name MSE 24 -hr 3 10 -Year Rainfall=4.20" Summary for Subcatchment 1S: TO NE BASIN Runoff = 2.12 cfs @ 12.21 hrs, Volume= 0.122 af, Depth> 2.11" Printed 10/15/2020 Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 10 -Year Rainfall=4.20" Area (ac) CN Description * 0.185 98 0.507 74 >75% Grass cover, Good, HSG C 0.692 80 Weighted Average 0.507 73.27% Pervious Area 0.185 26.73% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 12.7 200 0.1250 0.26 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" Summary for Subcatchment 2S: TO NW BASIN Runoff = 1.56 cfs @ 12.35 hrs, Volume= 0.121 af, Depth> 2.10" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 10 -Year Rainfall=4.20" Area (ac) CN Description * 0.170 98 0.520 74 >75% Grass cover, Good, HSG C 0.690 80 Weighted Average 0.520 75.36% Pervious Area 0.170 24.64% Impervious Area Tc Length Slope min) (feet) (ft/ft) 23.4 255 0.0440 Description 0.18 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" Summary for Subcatchment E: Runoff = 0.25 cfs @ 12.16 hrs, Volume= 0.012 af, Depth> 1.66" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 10 -Year Rainfall=4.20" Area (ac) CN Description 0.087 74 >75% Grass cover, Good, HSG C 0.087 100.00% Pervious Area 20327 -PROPOSED MSE 24 -hr 3 10 -Year Rainfall=4.20" Prepared by {enter your company name here} Printed 10/15/2020 HydroCAD® 10.00-25 s/n 02676 © 2019 HydroCAD Software Solutions LLC Pane 17 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, Summary for Subcatchment EX -E: Runoff = 0.25 cfs @ 12.16 hrs, Volume= 0.012 af, Depth> 1.39" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 10 -Year Rainfall=4.20" Area (ac) CN Description 0.106 70 Woods, Good, HSG C 0.106 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 45 0.0550 0.09 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.84" Summary for Subcatchment EX -N: Runoff = 2.04 cfs @ 12.29 hrs, Volume= 0.140 af, Depth> 1.73" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 10 -Year Rainfall=4.20" Area (ac) CN Description " 0.093 98 0.879 73 GRASS, SOME WOODS 0.972 75 Weighted Average 0.879 90.43% Pervious Area 0.093 9.57% Impervious Area Tc Length Slope Velocity Capacity Description 18.4 255 0.0800 0.23 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" Summary for Subcatchment EX -S: Runoff = 0.80 cfs @ 12.24 hrs, Volume= 0.049 af, Depth> 1.80" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 10 -Year Rainfall=4.20" 20327 -PROPOSED MSE 24 -hr 3 10 -Year Rainfall=4.20" Prepared by {enter your company name here} Printed 10/15/2020 HydroCAD® 10.00-25 s/n 02676 © 2019 HydroCAD Software Solutions LLC Page 18 Area (ac) CN Description ` 0.039 98 ' 0.288 73 WOODS/GRASS 0.327 76 Weighted Average 0.288 88.07% Pervious Area 0.039 11.93% Impervious Area Tc Length Slope Velocity Capacity Description 14.5 75 0.0350 0.09 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.84" Summary for Subcatchment EX -W: Runoff = 0.74 cfs @ 12.28 hrs, Volume= 0.050 af, Depth> 1.52" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 10 -Year Rainfall=4.20" Area (ac) CN Description 0.395 72 Woods/grass comb. Good, HSG C 0.395 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (fVsec) (cfs) 17.5 240 0.0800 0.23 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" Summary for Subcatchment N: Runoff = 0.09 cfs @ 12.05 hrs, Volume= 0.004 af, Depth> 2.04" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 10 -Year Rainfall=4.20" Area (ac) CN Description 0.004 98 0.017 74 >75% Grass cover, Good, HSG C 0.021 79 Weighted Average 0.017 80.95% Pervious Area 0.004 19.05% Impervious Area Summary for Subcatchment S: Runoff = 1.02 cfs @ 12.15 hrs, Volume= 0.049 af, Depth> 2.03" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 10 -Year Rainfall=4.20" 20327 -PROPOSED Prepared by {enter your company name HydroCAD® 10.00-25 s/n 02676 @ 2019 Hydn Area (ac) CN Description MSE 24 -hr 3 10 -Year Rainfall=4.20" 0.055 98 0.232 74 >75% Grass cover, Good, HSG C 0.287 79 Weighted Average 0.232 80.84% Pervious Area 0.055 19.16% Impervious Area Tc Length Slope rut Runoff = Description Direct Entry, Summary for Subcatchment W: 0.07 cfs @ 12.05 hrs, Volume= 0.003 af, Depth> 1.66" Printed 10/15/2020 Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 10 -Year Rainfall=4.20" Area (ac) CN Description 0.019 74 >75% Grass cover, Good, HSG C 0.019 100.00% Pervious Area Summary for Reach EX -T: Inflow Area = 1.800 ac, 7.33% Impervious, Inflow Depth > 1.67" for 10 -Year event Inflow = 3.70 cfs @ 12.27 hrs, Volume= 0.251 of Outflow = 3.70 cfs @ 12.27 hrs, Volume= 0.251 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Summary for Reach TOT: Inflow Area = 1.796 ac, 23.05% Impervious, Inflow Depth > 1.81" for 10 -Year event Inflow = 3.70 cfs @ 12.28 hrs, Volume= 0.271 of Outflow = 3.70 cfs @ 12.28 hrs, Volume= 0.271 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Summary for Reach TOT -N: Inflow Area = 1.403 ac, 25.59% Impervious, Inflow Depth > 1.78" for 10 -Year event Inflow = 3.10 cfs @ 12.31 hrs, Volume= 0.208 of Outflow = 3.10 cfs @ 12.31 hrs, Volume= 0.208 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs 20327 -PROPOSED red by {enter your company name MSE 24 -hr 3 10 -Year Rainfall=4.20" Summary for Pond 1P: NE BASIN Printed 10/15/2020 Inflow Area = 0.692 ac, 26.73% Impervious, Inflow Depth > 2.11" for 10 -Year event Inflow = 2.12 cfs @ 12.21 hrs, Volume= 0.122 of Outflow = 2.08 cfs @ 12.23 hrs, Volume= 0.11Oaf, Atten= 2%, Lag= 1.4 min Discarded = 0.01 cfs @ 12.23 hrs, Volume= 0.003 of Primary = 2.07 cfs @ 12.23 hrs, Volume= 0.107 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 1,025.51' @ 12.23 hrs Surf.Area= 726 sf Storage= 692 cf Plug -Flow detention time= 40.9 min calculated for 0.110 of (91% of inflow) Center -of -Mass det. time= 11.7 min ( 800.2 - 788.5 ) Volume Invert Avail.Storage Storage Description #1 1,024.00' 4,174 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Outflow = Inc.Store Cum.Store _ (feet) (sq -ft) (cubic -feet) (cubic -feet) 1,024.00 190 0 0 1,026.00 900 1,090 1,090 1,026.50 1,125 506 1,596 1,027.00 1,395 630 2,226 1,028.00 2,500 1,948 4,174 Device Routing Invert Outlet Devices #1 Primary 1,022.40' 10.0" Round Culvert L= 120.0' Ke= 0.500 Inlet/ Outlet Invert= 1,022.40'/ 1,021.80' S= 0.0050 'P Cc= 0.900 n=0.013, Flow Area= 0.55 sf #2 Device 1 1,025.20' 14.0" Horiz. Orifice/Grate C= 0.600 in 26.0" Grate (29% open area) Limited to weir flow at low heads #3 Discarded 1,024.00' 0.300 in/hr Exfiltration over Surface area ? scarded OutFlow Max=0.01 cfs @ 12.23 hrs HW=1,025.51' (Free Discharge) 3=Exfiltration (Exfiltration Controls 0.01 cfs) nmary OutFlow Max=2.03 cfs @ 12.23 hrs HW=1,025.51' (Free Discharge) Culvert (Passes 2.03 cfs of 2.95 cfs potential flow) 2=Orifice/Grate (Weir Controls 2.03 cfs @ 1.81 fps) Summary for Pond 213: NW BASIN Inflow Area = 0.690 ac, 24.64% Impervious, Inflow Depth > 2.10" for 10 -Year event Inflow = 1.56 cfs @ 12.35 hrs, Volume= 0.121 of Outflow = 1.53 cfs @ 12.38 hrs, Volume= 0.102 af, Atten= 2%, Lag= 2.3 min Discarded = 0.01 cfs @ 12.38 hrs, Volume= 0.005 of Primary = 1.53 cfs @ 12.38 hrs, Volume= 0.097 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 1,025.45' @ 12.38 hrs Surf.Area= 1,052 sf Storage= 1,069 cf Plug -Flow detention time= 59.2 min calculated for 0.102 of (84% of inflow) 20327 -PROPOSED your company name s/n 02676 © 2019 Hvdr Center -of -Mass det. time= 18.8 min ( 815.9 - 797.1 ) MSE 24 -hr 3 10 -Year Rainfall=4.20" Printed 10/15/2020 Volume Invert Avail.Storage Storage Description #1 1,024.00' 4,305 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 1,024.00 420 0 0 1,026.00 1,290 1,710 1,710 1,027.00 1,800 1,545 3,255 1,027.50 2,400 1,050 4,305 Device Routing Invert Outlet Devices #1 Primary 1,022.40' 8.0" Round Culvert L= 128.0' Ke= 0.500 Inlet/ Outlet Invert= 1,022.40'11,021.25' S= 0.0090 '/' Cc= 0.900 n=0.013, Flow Area= 0.35 sf #2 Device 1 1,025.20' 14.0" Horiz. Orifice/Grate C= 0.600 in 26.0" Grate (29% open area) Limited to weir flow at low heads #3 Discarded 1,024.00' 0.300 in/hr Exfiltration over Surface area Trded OutFlow Max=0.01 cfs @ 12.38 hrs HW=1,025.45' (Free Discharge) Exfltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=1.51 cfs @ 12.38 hrs HW=1,025.45' (Free Discharge) t1=Cuivert (Passes 1.51 cfs of 1.82 cfs potential flow) 2=0rifice/Grate (Weir Controls 1.51 cfs @ 1.64 fps) 20327 -PROPOSED your company name MSE 24 -hr 3 100 -Year Rainfall=7.18" Summary for Subcatchment 1S: TO NE BASIN Runoff = 4.60 cfs @ 12.21 hrs, Volume= 0.270 af, Depth> 4.68" Printed 10/15/2020 Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 100 -Year Rainfall=7.18" Area (ac) CN Description 0.185 98 0.507 74 >75% Grass cover, Good, HSG C 0.692 80 Weighted Average 0.507 73.27% Pervious Area 0.185 26.73% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 12.7 200 0.1250 0.26 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" Summary for Subcatchment 2S: TO NW BASIN Runoff = 3.41 cfs @ 12.34 hrs, Volume= 0.268 af, Depth> 4.66" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 100 -Year Rainfall=7.18" Area (ac) CN Description ' 0.170 98 0.520 74 >75% Grass cover, Good, HSG C 0.690 80 Weighted Average 0.520 75.36% Pervious Area 0.170 24.64% Impervious Area Tc Length Slope min) (feet) (ft/ft) 23.4 255 0.0440 Velocity Capacity Description 0.18 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" Summary for Subcatchment E: Runoff = 0.60 cfs @ 12.15 hrs, Volume= 0.029 af, Depth> 4.03" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 100 -Year Rainfall=7.18" Area (ac) CN Description 0.087 74 >75% Grass cover, Good, HSG C 0.087 100.00% Pervious Area 20327 -PROPOSED Prepared by {enter your company name Tc Length jul Runoff = MSE 24 -hr 3 100 -Year Rainfall=7.18" Printed 10/15/2020 Description Direct Entry, Summary for Subcatchment EX -E: 0.67 cfs @ 12.15 hrs, Volume= 0.032 af, Depth> 3.61" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 100 -Year Rainfall=7.18" Area (ac) CN Description 0.106 70 Woods, Good, HSG C 0.106 100.00% Pervious Area Tc Length Slope iin) (feet) (ft/ft) 8.0 45 0.0550 Description 0.09 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.84" Summary for Subcatchment EX -N: Runoff = 4.89 cfs @ 12.27 hrs, Volume= 0.334 af, Depth> 4.13" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 100 -Year Rainfall=7.18" Area (ac) CN Description ' 0.093 98 ' 0.879 73 GRASS SOME WOODS 0.972 75 Weighted Average 0.879 90.43% Pervious Area 0.093 9.57% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 18.4 255 0.0800 0.23 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" Summary for Subcatchment EX -S: Runoff = 1.87 cfs @ 12.23 hrs, Volume= 0.115 af, Depth> 4.24" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 100 -Year Rainfall=7.18" 20327 -PROPOSED Prepared by (enter your company name here) HvdroCAD@ 10.00-25 s/n 02676 @ 2019 HvdroCAD t Area (ac) CN ' 0.039 98 ' 0.288 73 WOODS/GRASS 0.327 76 Weighted Average 0.288 88.07% Pervious Area 0.039 11.93% Impervious Area Tc Length Slope min) (feet) (fvft) 14.5 75 0.0350 MSE 24 -hr 3 100 -Year Rainfall=7.18" Printed 10/15/2020 LLC Description 0.09 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.84" Summary for Subcatchment EX -W: Runoff = 1.88 cfs @ 12.27 hrs, Volume= 0.125 af, Depth> 3.81" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 100 -Year Rainfall=7.18" Area (ac) CN Description 0.395 72 Woods/grass comb., Good, HSG C 0.395 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 17.5 240 0.0800 0.23 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" Summary for Subcatchment N: Runoff = 0.20 cfs @ 12.05 hrs, Volume= 0.008 af, Depth> 4.58" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 100 -Year Rainfall=7.18" Area (ac) CN Description 0.004 98 0.017 74 >75% Grass cover, Good, HSG C 0.021 79 Weighted Average 0.017 80.95% Pervious Area 0.004 19.05% Impervious Area Summary for Subcatchment S: Runoff = 2.22 cfs @ 12.15 hrs, Volume= 0.109 af, Depth> 4.57" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 100 -Year Rainfall=7.18" 20327 -PROPOSED Prepared by {enter your company name Area (ac) CN Description 0.055 98 0.232 74 >75% Grass cover, Good, HSG C 0.287 79 Weighted Average 0.232 80.84% Pervious Area 0.055 19.16% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, MSE 24 -hr 3 100 -Year Rainfall=7.18" Summary for Subcatchment W: Runoff = 0.16 cfs @ 12.05 hrs, Volume= 0.006 af, Depth> 4.04" Printed 10/15/2020 Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 100 -Year Rainfall=7.18" Area (ac) CN Description 0.019 74 >75% Grass cover, Good, HSG C 0.019 100.00% Pervious Area Summary for Reach EX -T: Inflow Area = 1.800 ac, 7.33% Impervious, Inflow Depth > 4.05" for 100 -Year event Inflow = 8.93 cfs @ 12.26 hrs, Volume= 0.607 of Outflow = 8.93 cfs @ 12.26 hrs, Volume= 0.607 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Summary for Reach TOT: Inflow Area = 1.796 ac, 23.05% Impervious, Inflow Depth > 4.34" for 100 -Year event Inflow = 7.74 cfs @ 12.17 hrs, Volume= 0.650 of Outflow = 7.74 cfs @ 12.17 hrs, Volume= 0.650 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Summary for Reach TOT -N: Inflow Area = 1.403 ac, 25.59% Impervious, Inflow Depth > 4.32" for 100 -Year event Inflow = 5.31 cfs @ 12.34 hrs, Volume= 0.505 of Outflow = 5.31 cfs @ 12.34 hrs, Volume= 0.505 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs 20327 -PROPOSED Prepared by {enter your company name here} HvdroCAD® 10.00-25 s/n 02676 © 2019 HvdroCAD Software Inflow Area = 0.692 ac, Inflow = 4.60 cfs @ Outflow = 3.34 cfs @ Discarded = 0.01 cfs @ Primary = 3.33 cfs @ MSE 24 -hr 3 100 -Year Rainfall=7.18" Summary for Pond 1 P: NE BASIN 26.73% Impervious, Inflow Depth > 4.68" 12.21 hrs, Volume= 0.270 of 12.31 hrs, Volume= 0.258 af, 12.31 hrs, Volume= 0.004 of 12.31 hrs, Volume= 0.254 of Printed 10/15/2020 for 100 -Year event Atten= 27%, Lag= 6.1 min Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 1,026.29' @ 12.31 hrs Surf.Area= 1,029 sf Storage= 1,367 cf Plug -Flow detention time= 24.4 min calculated for 0.257 of (95% of inflow) Center -of -Mass det. time= 9.4 min ( 784.7 - 775.3 ) Volume Invert Avail.Storage Storage Description #1 1,024.00' 4,174 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 1,024.00 190 0 0 1,026.00 900 1,090 1,090 1,026.50 1,125 506 1,596 1,027.00 1,395 630 2,226 1,028.00 2,500 1,948 4,174 Device Routing Invert Outlet Devices #1 Primary 1,022.40' 10.0" Round Culvert L= 120.0' Ke= 0.500 Inlet/ Outlet Invert= 1,022.40'/ 1,021.80' S= 0.0050 'P Cc= 0.900 n=0.013, Flow Area= 0.55 sf #2 Device 1 1,025.20' 14.0" Horiz. Orifice/Grate C= 0.600 in 26.0" Grate (29% open area) Limited to weir flow at low heads #3 Discarded 1,024.00' 0.300 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.01 cfs @ 12.31 hrs HW=1,026.28' (Free Discharge) 3=Exfltration (Exfltration Controls 0.01 cfs) nmary OutFlow Max=3.33 cfs @ 12.31 hrs HW=1,026.28' (Free Discharge) Culvert (Barrel Controls 3.33 cfs @ 6.10 fps) 2=Orifice/Grate (Passes 3.33 cfs of 5.35 cfs potential flow) Inflow Area = 0.690 ac, Inflow = 3.41 cfs @ Outflow = 2.08 cfs @ Discarded = 0.01 cfs @ Primary = 2.07 cfs @ Summary for Pond 2P: NW BASIN 24.64% Impervious, Inflow Depth > 4.66" 12.34 hrs, Volume= 0.268 of 12.57 hrs, Volume= 0.249 af, 12.57 hrs, Volume= 0.006 of 12.57 hrs, Volume= 0.243 of for 100 -Year event Atten= 39%, Lag= 13.8 min Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 1,026.49' @ 12.57 hrs Surf.Area= 1,540 sf Storage= 2,404 cf Plug -Flow detention time= 39.5 min calculated for 0.249 of (93% of inflow) 20327 -PROPOSED MSE 24 -hr 3 100 -Year Rainfall=7.18" Prepared by {enter your company name here} Printed 10/15/2020 HydroCAD® 10.00-25 s/n 02676 @2019 HydroCAD Software Solutions LLC Page 27 Center -of -Mass det. time= 16.0 min ( 800.1 - 784.1 ) Volume Invert Avail.Storage Storage Description #1 1,024.00' 4,305 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 1,024.00 420 0 0 1,026.00 1,290 1,710 1,710 1,027.00 1,800 1,545 3,255 1,027.50 2,400 1,050 4,305 Device Routing Invert Outlet Devices #1 Primary 1,022.40' 8.0" Round Culvert L= 128.0' Ke= 0.500 Inlet/ Outlet Invert= 1,022.40'/ 1,021.25' S= 0.0090 'P Cc= 0.900 n= 0.013, Flow Area= 0.35 sf #2 Device 1 1,025.20' 14.0" Horiz. Orifice/Grate C= 0.600 in 26.0" Grate (29% open area) Limited to weir flow at low heads #3 Discarded 1,024.00' 0.300 In/hr Exfiltration over Surface area Trded OutFlow Max=0.01 cfs @ 12.57 hrs HW=1,026.49' (Free Discharge) Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=2.07 cfs @ 12.57 hrs HW=1,026.49' (Free Discharge) ttCulvert (Barrel Controls 2.07 cfs @ 5.92 fps) 2=Orifice/Grate (Passes 2.07 cfs of 5.84 cfs potential flow) Appendix B MIDS Reports Project Information Calculator Version: Version 3: January 2017 Project Name: Deerhaven User Name / Company Name: Loucks Date: 10/12/2020 Project Description: 54.5 Construction Permit?: No Site Information Retention Requirement (inches): 1.1 Site's Zip Code: 55331 Annual Rainfall (inches): 29.6 Phosphorus EMC (mg/1): 0.3 TSS EMC (mg/1): 54.5 Total site Area Land Cover A Soils B Soils C Soils D Soils Total (acres) (acres) (acres) (acres) (acres) Forest/Open Space - Undisturbed, protected 0 forest/open space or reforested land Managed Turf - disturbed, graded for yards or 1.668 1.668 other turf to be mowed/managed Impervious Area (acres) .132 Total Area (acres) 1.8 Site Areas Routed to BMPs Land Cover A Soils B Soils C Soils D Soils Total (acres) (acres) (acres) (acres) (acres) Forest/Open Space - Undisturbed, protected 0 forest/open space or reforested land Managed Turf - disturbed, graded for yards or 0 other turf to be mowed/managed Impervious Area (acres) Total Area (acres) 0 Summary Information Performance Goal Requirement Performance goal volume retention requirement: 527 ft3 Volume removed by BMPs towards performance goal: W Percent volume removed towards performance goal % Annual Volume and Pollutant Load Reductions Post development annual runoff volume 1.093 acre -ft Annual runoff volume removed by BMPs: acre -ft Percent annual runoff volume removed: % Post development annual particulate P load: 0.491 lbs Annual particulate P removed by BMPs: lbs Post development annual dissolved P load: 0.401 lbs Annual dissolved P removed by BMPs: lbs Percent annual total phosphorus removed: % Post development annual TSS load: 162 lbs Annual TSS removed by BMPs: lbs Percent annual TSS removed: % BMP Summary Performance Goal Summary Annual Volume Summary BMP Volume Volume Volume Volume Volume Load Outflow Percent BMP Name Capacity Recieved Retained Outflow Percent BMP Name From Direct Upstream Retained outflow Retained (%) (ft3) (ft3) (ft3) (ft3) Retained (%) Annual Volume Summary Particulate Phosphorus Summary Load From Volume Volume Load Outflow Direct From Volume Volume Percent BMP Name From Direct Upstream Retained outflow Retained Waters ed BMPs Retained (%) BMPs (acre -ft) (acre -ft) (%) (acre -ft) (lbs) (acre -ft) Particulate Phosphorus Summary Dissolved Phosphorus Summary Load From Load From Load Outflow Direct Upstream Percent BMP Name Retained Load Watershed BMPs Retained (%) (lbs) (lbs) (lbs) (lbs) Dissolved Phosphorus Summary TSS Summary Load From Load From Load Outflow BMP Name Direct Upstream Retained Load Percent Watershed BMPs Retained (%) (lbs) (lbs) (lbs) (lbs) TSS Summary BMP Schematic Load From Load From Load Outflow BMP Name Direct Upstream Retained Load Percent Watershed BMPs Retained (%) (lbs) (lbs) (lbs) (lbs) BMP Schematic Project Information Calculator Version: Version 3: January 2017 Project Name: Deerhaven User Name / Company Name: Loucks Date: 10/12/2020 Project Description: 54.5 Construction Permit?: No Site Information Retention Requirement (inches): 1.1 Site's Zip Code: 55331 Annual Rainfall (inches): 29.6 Phosphorus EMC (mg/1): 0.3 TSS EMC (mg/1): 54.5 Total Site Area Land Cover A Soils B Soils C Soils D Soils Total (acres) (acres) (acres) (acres) (acres) Forest/Open Space - Undisturbed, protected 0 forest/open space or reforested land Managed Turf - disturbed, graded for yards or 1.386 1.386 other turf to be mowed/managed Impervious Area (acres) .414 Total Area (acres) 1.8 Site Areas Routed to BMPs Land Cover A Soils B Soils C Soils D Soils Total (acres) (acres) (acres) (acres) (acres) Forest/Open Space - Undisturbed, protected 0 forest/open space or reforested land Managed Turf - disturbed, graded for yards or 1.027 1.027 other turf to be mowed/managed Impervious Area (acres) 0.355 Total Area (acres) 1.382 Summary Information Performance Goal Requirement Performance goal volume retention requirement: 1653 ft3 Volume removed by BMPs towards performance goal: 1162 ft3 Percent volume removed towards performance goal 70 % Annual Volume and Pollutant Load Reductions Post development annual runoff volume 1.55 acre -ft Annual runoff volume removed by BMPs: 1.0038 acre -ft Percent annual runoff volume removed: 65 % Post development annual particulate P load: 0.696 lbs Annual particulate P removed by BMPs: 0.45 lbs Post development annual dissolved P load: 0.569 lbs Annual dissolved P removed by BMPs: 0.368 lbs Percent annual total phosphorus removed: 65 % Post development annual TSS load: 229.8 lbs Annual TSS removed by BMPs: 148.8 lbs Percent annual TSS removed: 65 % BMP Summary Performance Goal Summary Annual Volume Summary BMP Volume Volume Volume Volume BMP Name Capacity Recieved Retained Outflow Percent From (ft3) (ft3) (ft3) (ft3) Retained (%) 1 - Bioretention basin (w/o underdrain) 817 679 679 0 100 2 - Bioretention basin (w/o underdrain) 1 484 1 739 1 484 1 255 1 65 Annual Volume Summary Particulate Phosphorus Summary Volume Volume From Volume Volume Percent BMP Name From Direct Upstream Retained outflow Retained Watershed BMPs (acre -ft) (acre -ft) (%) (acre -ft) (acre -ft) 1 - Bioretention basin (w/o underdrain) 0.6125 0 0.5148 0.0977 84 2 - Bioretention basin wto underdrain) 1 0.6378 1 0 1 0.489 1 0.1488 1 77 Particulate Phosphorus Summary Dissolved Phosphorus Summary Load From Load From Load Outflow Direct Upstream Load Outflow Percent BMP Name Direct Upstream Retained Load Percent BMP Name Watershed BMPs Retained Load Retained (%) Watershed BMPs (lbs) (lbs) Retained (%) (lbs) (lbs) (lbs) (lbs) 1 - Bioretention basin (w/o underdrain) (lbs) (lbs) 0.189 0.0359 84 1 - Bioretention basin (w/o underdrain) 0.2749 0 0.2311 0.0438 84 2 - Bioretention basin (w/o underdrain) 1 0.2862 1 0 1 0.2194 1 0.0668 1 77 Dissolved Phosphorus Summary TSS Summary Load From Load From Load Outflow Direct Upstream Load Outflow Percent BMP Name Direct Upstream Retained Load Percent BMP Name Watershed BMPs Retained Load Retained (%) Watershed BMPs (lbs) (lbs) Retained (%) (lbs) (lbs) (lbs) (lbs) 1 - Bioretention basin (w/o underdrain) 0.2249 0 0.189 0.0359 84 2 - Bioretention basin (w/o underdrain) 1 0.2342 1 0 1 0.1795 1 0.0547 1 77 TSS Summary BMP Schematic Load From Load From Load Outflow Direct Upstream Percent BMP Name Retained Load Watershed BMPs Retained (%) (lbs) (lbs) (lbs) (lbs) 1 - Bioretention basin (w/o underdrain) 90.8 0 76.32 14.48 84 2 - Bioretention basin (w/o underdrain) 1 94.55 1 0 1 72.48 1 22.07 1 77 BMP Schematic Figures Existing & Proposed Drainage Exhibit ^eF aco ^x.o ,S \\ G= Ore Il ® ®tee e�C arm 1. 1 ® G,op Smt.O GII SLC im LOUCKS i .A r firijj: Ilk �. �. 3 Sail Map—Carver County, Minnesota (Deer Haven) nl la Natural Resources Web SNI Survey 1d'/r= Conservation Service Naboral Cooperative Soil Survey Page 2 e13 MAP LEGEND MAP INFORMATION Area of Interest (AOI - Spoil Area The soil surveys that comprise your AOI were mapped at CI Arca of lnwresl(AOI) t.t2,D00 U Stony spot Soles L very Stony Spot Warning: Soil Map may rot be valid at this scale. Soil Map Una Polygons wel5ppt Enlargemint of maps beyond the maple of mapping nen reuse .I Sal Map Unit Lines misunderetpnding of the detail of mapping and accuracy of soil misunderstanding Other line placement The maps do lot show the small areas of 0 Sall Map Unit Points sting Saila that pJcouldneve been shown at a dare detailed speual Lira Features eaW res epaal ct Point Features scale. Lep Blowout WaterFotum 5veams and canals Please rely on 01e bar afalb On each map sheet ler map ® Bprpw Pit magbargf11Bn18. TranspodMl )( Pspot Paay .-.. Raps Source of Map: Natural Resources Conservation Service 0 Closed Depresswn Web Soil Survey URL: caw. Interstate Highways Coordinate System: Web Mercator (EPSG:3857) Gravel or US Roup Maps from the Web Sal Survey are basedoffthe WebMercator Gravelly Spot Meer Roads which Aserves and shape but distorts distance a , ion that dl6 distance pact that area, such a o Landfill Loral Roads wea. o is proton ho88rv88 Albers equal-area conic projection, should be used If code s a h Lava Flow accurate calculaeore of distance or area are required. grog Back nd Marsh or swamp bill Aerial prlotoprephy This product is generated from this, USDA.NRCS cerbfted data as of the version dates) listed below. �• Mine or Quarry Soil Survey Area: Carver Count', Minnesota ® MisceBarmus Water Survey Area Data: Version 17, Jun 5, 2020 C Perennial Water Soil map units are labeled (as space allows) for map scales V Rock OulGpp 7:50,000 or larger. + Same Spot Deli aerial images were photographed: May 30, 2020 --Jul 3, 2020 Sandy Spot • The odhopMb or other base map on which the soil lines were Severely Eroded Spot compiled and digitized probably differs from the background displayed on these maps. As a result, sminor some minor S.1004.Im shifting of map unit bounded" may be evident. Slme or slip g Sodic spat nl la Natural Resources Web SNI Survey 1d'/r= Conservation Service Naboral Cooperative Soil Survey Page 2 e13 Soil Map—Carver County, Minnesota Map Unit Legend Map Unit Symbol HM Totals for Arse of Interest Map Unit Name Hamel loam, 0 to 2 percent slopes Lester -Kilkenny loans, 6 to 12 percent slopes Lester -Kilkenny loams, 12 to 18 percent slopes Klossner muck, 0 l 1 percent slopes Terrill loam, 2 to 6 percent skopes Aeras In AOI 5.6 1.4 03 OA 92 Dow Haven Percent of AOI 16.9% 60.6% 14.9% 32% 42% 100.0% uSUA Natural Resources Web Soil Survey 10/7/2020 Conservation Service National Cooperative Soil Survey Page 3 of 3 (r� October 30, 2018 Kenneth Ashfeld and Barbara Bersie-Ashfeld 18825 24th Ave N Plymouth, MN 55447 RE: Property Address: 6480 Yosemite Ave File No: 2164018-14405 Loan No: 0569886864 Closing Date: November 01, 2018 Dear Kenneth Ashfeld and Barbara Bersie-Ashfeld: The enclosed document is being sent to you for the above - referenced file. Supplemental to Title Insurance Commitment Thank you for choosing Burnet Title for your title insurance needs — we appreciate doing business with you. If you have any questions or need additional assistance, please feel free to call me. Sincerely, Burnet Title Customer Service customerservice@bumettitle.com 952-886-6802 CITv OFCHANHASSEN RECE OCT 16 2020 CHANHASSEN PLANNING DEPT Burnet Title, 5151 Edina Industrial Blvd., #500, Edina, MN 55439 Ph. 952-844-6200 (rev. 7.17) Commitment for Title Insurance Issued by Burnet Title As Issuing Agent For Old Republic National Title Insurance Company Illerfill SCHEDULE A THIS REVISION, "SUPPLEMENTAL" COMMITMENT NO. 1 SUPERSEDES AND REPLACES ANY PREVIOUS TITLE COMMITMENT, REVISION OR "SUPPLEMENTAL" TITLE COMMITMENT AND/OR ENDORSEMENT ISSUED BY BURNET TITLE UNDER FILE NO. 2164018-14405. 1. Commitment Effective Date: 09/12/18 at 7:00 A.M. Revision No.: 1 2. Policy or Policies to be issued: (a) ALTA 2013 Homeowner's Policy Proposed Insured: Kenneth Ashfeld and Barbara Bersie-Ashfeld (b) ALTA 2006 Loan Policy Proposed Insured: Wells Fargo Bank, N.A., its successors and/or assigns Date Issued: 10/30/18 CH File Number: 2164018-14405 Amount: $ 790,000.00 subject to deductibles and maximums in the Policy, if applicable Amount: $ 600,000.00 3. Title to the Fee Simple estate or interest in said Land is at the Commitment Date vested in: Troy M. Parrish and Kimberly A. Parrish, as joint tenants 4. The Land is described as follows: See Exhibit A attached hereto. Old Republic National Title Insurance Company k1217 — 4A.,,,:,d Signatory The following Transaction Identification Data is provided for informational purposes only, and is not to be included in or as part of Schedule A or any other section of this Title Commitment. Furthermore, the following information does not constitute affirmative title insurance coverage and will not appear on any subsequently issued final Title Insurance Policy except that the residence address will remain on Schedule A of a subsequently issued ALTA 2013 Homeowner's Title Insurance Policy for purposes of Covered Risk 31 contained therein. The title search for the purpose of preparing this commitment was based on the Public Records, not an Abstract of Title or a Registered Property Abstract. Property is: Abstract Property Address Reference: 6480 Yosemite Ave, Excelsior, MN 55331 This page is only part of a 2016 ALTA Commitment for Ttle Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part I — Requirements: and Schedule B, Part 11— Exceptions. NPBT MN (rev. 9.21.18) ALTA Commitment for TRIP Insuranrp File. No 2164018-1 A405 Commitment for Title Insurance Issued by Burnet Title As Issuing Agent For Old Republic National Title Insurance Company SCHEDULE B -PART I Requirements All of the following Requirements must be met: No. 2164018-14405 The Proposed Insured must notify Burnet Title in writing: a. of the name of any parry not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land; or b. if any person or lien holder is receiving funds from closing and is not identified in this Commitment; or c. if the Grantor or Seller differs from the Purchase Agreement, vesting documents, or is not identified in this Commitment. Burnet Title may then make additional Requirements or Exceptions. 2. Pay the agreed amount for the estate or interest to be insured, and pay the premiums, fees and charges for the Policy to Burnet Title. 3. If improvements to property are either contemplated within 30 days of closing, or have been started or completed within the last 120 days, the following is required and further Requirements or Exceptions may be issued upon review of the same: a. If improvements have been completed, the Company's Mechanic Lien Indemnification Agreement must be executed by the owner and owner must provide a Sworn Construction Statement listing all suppliers and subcontractors including their contact information, along with lien waivers and receipts of amounts paid. Burnet Title's Closer or New Construction Department must perform a full lien audit before closing. b. If remodeling or improvements will begin within 30 days after closing, and mechanic lien coverage is required for a lender's policy, the mortgagor and builder/contractor, if not the same, must execute (i) Burnet Title's Affidavit verifying improvements have not begun and will not begin until after the mortgage is recorded and priority of the loan has been established, and (ii) the Company's Mechanic Lien Indemnification Agreement. c. If any of the insured lender's funds are for the purpose of remodeling or improvements of the premise, we require a Sworn Construction Statement and lien waivers to be audited by the New Construction Department. 4. Parties granting a deed or mortgage are required to sign a Burnet Title Affidavit and Burnet Title's Compliance and Indemnity Agreement. 5. See Schedule B -Part II Exceptions for taxes, and pending or levied assessments. 6. Documents satisfactory to Burnet Title that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records and must comply with the following, as applicable: a. Parties executing documents must provide a government issued photo identification. b. Documents executed outside a Burnet Title office require a Burnet Title Notary Certification Form (at www.bumettitle.com) together with a copy of a government issued photo identification. c. If any parry intends to use a Power of Attorney (POA), the executed POA, Affidavit of Attorney in Fact, and any documents pre -signed by the attorney-in-fact must be reviewed and approved by Burnet Title prior to close. i. If the Property is Torrens, the Examiner of Title's pre -approval on conveyance documents is required, except in Ramsey County which does not have a pre -approval requirement. This page is only part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I — Requirements; and Schedule B, Part II — Exceptions. NP/BT MN (rev. 9.21.18) ALTA Commitment for Title Insurance File No. 2164018-14405 Commitment for Title Insurance Issued by Burnet Title As Issuing Agent For Old Republic National Title Insurance Company ii. Documents requiring a jurat, such as an Affidavit or a Certificates of Non -Foreign Status, may not be executed by an attorney in fact. d. If property in Schedule A is Torrens, and title is being conveyed through either an Estate or Trust, conveyance documents must be pre -approved by the County Examiner of Title. Some counties may charge a fee for approving documents. e. A Well Disclosure Certificate must accompany each deed to be recorded, or the deed must either certify that both the status and number of wells has not changed since the previously filed Well Certification or there are no wells on the property. f. A Burnet Title Certificate of Real Estate Value must accompany each deed to be recorded, certified by each grantor and grantee for the purpose of preparing the ECRV required by the MN Department of Revenue and as evidence of an exemption to state deed tax, if applicable. The Buyer's and Seller's social security/tax identification numbers must be provided on this form. g. Pay state deed tax, mortgage registration tax, and property taxes, as required by state law. h. Grantee and tenancy on the vesting deed must be as stated on the Purchase Agreement. If there are any discrepancies, an Amendment to the Purchase Agreement reflecting the changes must be obtained prior to closing and reviewed for approval by Burnet Title, and the lender, if any. Burnet Title is required by law to notify the Buyer(s) of the availability of owner's tide insurance coverage. Owners title coverage is optional and may be declined. Title insurance premium rates are filed with the Department of Commerce. This commitment has been prepared to provide the buyer(s) with an ALTA Homeowners Policy of Title Insurance in the amount of $790,000.00 for a premium amount of $77764.504.13. The ALTA Homeowners Policy is the American Land Title Association's enhanced title policy. The buyer(s) may request the Standard ALTA Owners Policy instead of the enhanced policy. In that event, the premium due will be reduced to $582.50. 8. The City of Chanhassen has confirmed that our property gains access to Yosemite Avenue by an unimproved piece of land to the North of us going Easterly to said Yosemite Road. The City owns this piece of land but does not maintain it. The owner of this property maintains said area. At some point in the future this unimproved land may be turned into a road. Burnet Title requires the buyers to sign off on this issue below. Burnet Title takes no responsibility and will not undertake to remedy said access issue. This access issue will remain an exception on any Policy issued. 9. Warranty Deed from Troy M. Parrish and Kimberly A. Parrish married to each other to Kenneth Ashfeld and Barbara Bersie-Ashfeld. 10. Mortgage naming Kenneth Ashfeld and Barbara Bersie-Ashfeld, married to each other as Mortgagor(s) and the proposed insured lender as Mortgagee. 11. NOTE: Public records indicate no open mortgage. Please verify no liens or mortgages are to be paid at closing. 12. Items 2, 3, 4, 5, and 6 of Schedule B -Part II Exceptions, commonly referred to as the "Standard Exceptions", will be deleted on any Policy issued upon receipt of a satisfactory affidavit from the grantors, grantees and mortgagors. This page is only part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice, the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part I - Requirements; and Schedule B, Part II - Exceptions. NP/BT MN (rev. 9.21.15) Al TA Cnmmanwnt Mr TOW Inenranr Fib Nn 719An1P_1AA09 Commitment for Title Insurance Issued by Burnet Title As Issuing Agent For Old Republic National Title Insurance Company SCHEDULE B -PART II Exceptions No. 2164018-14405 THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN, The Policy will not insure against loss or damage resulting from the terms and provisions of any lease or easement identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company: 1. Any defect, lien, encumbrance, adverse claim, or other matter that appears for the first time in the Public Records or is created, attaches, or is disclosed between the Commitment Date and the date on which all of the Schedule B, Part ]-Requirements are met. This Exception for Gap Coverage will be deleted when Burnet Title provides insured closing services and the Schedule B, Part I Requirements as they pertain to Gap Coverage have been complied with. Note: Burnet Title does not provide recording services or any Gap Coverage for transactions not closed by Burnet Title. 2. Any encroachment, encumbrance, violation, variation or adverse circumstance affecting the Tide that would be disclosed by an accurate and complete survey of the Land 3. Rights or claims of parties in possession not shown by the Public Records. 4. Easements or claims of easements not shown by the Public Records. 5. Any lien, or rights to a lien, for services, labor, or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 6. Taxes or special assessments not shown as existing liens by Public Records. Special Exceptions: 7. Rights of the Public to streets, highways, alleys and/or bodies of water, if any. 8. Unpaid assessments and charges for utility, water, sewer fees, or diseased tree removal, which are not a lien filed in the public records. 9. Any other matter including pending assessments, if any, which would be insured by the Owners Title Policy but was either assumed or accepted by the Buyer in the vesting deed, the Purchase Agreement, or which the Buyer was aware of and did not disclose to Burnet Title in writing prior to closing. 10. Real estate taxes payable in 2018 in the amount of $11,816.00, are one-half paid. (Base Tax $11,796.00.) Tax Identification No. 25.0033500. NOTE: Real estate taxes for 2017 and prior years are paid. Tax records indicate the current year's taxes are homestead. No representation is made regarding subsequent years' taxes. Informational Note: Real estate taxes are due May 15 and October 15 annually. This page is only partof a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I - Requirements; and Schedule B, Part II - Excephons. NP/BT MN (rev. 9.21.18) Al TA (`.nmmihnnni fnr TBb Incumnrp Filo Nn 71A4n1R_1AAn1, Commitment for Title Insurance Issued by Burnet Title As Issuing Agent For Old Republic National Title Insurance Company 11 There are no levied or pending assessments of record as of September 28, 2018. 12. Terms and Conditions of Easement Agreement dated June 27, 1994, August 25, 1995, as Document No. 184214. 13. Terms and Conditions of Easement Agreement dated June 27, 1994, August 25, 1995, as Document No. 184215. 14. Terms and conditions of Agreement, dated May 12, 2003, filed May 27, 2003, as Document No. 352266. 15. Rights of the Public to streets, highways and/or alleys. 16. The City of Chanhassen has confirmed that our property gains access to Yosemite Avenue by an unimproved piece of land to the North of us going Easterly to said Yosemite Road. The City owns this piece of land but does not maintain it. The owner of this property maintains said area. At some point in the future this unimproved land may be turned into a road. Burnet Title requires the buyers to sign off on this issue below. Burnet Title takes no responsibility and will not undertake to remedy said access issue. This access issue will remain an exception on any policy issued. If there are any questions concerning this Commitment, please contact Customer Service at customerservice@burnettitle.com or call 952-886-6802. This page is only part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I - Requirements; and Schedule B, Part II - Exceptions. NPIBT MN (rev. 9.21.18) ALTA Commitment for Title Insuranm File No. 2164018-14405 r3BURNET T I T L L Date: October 9, 2018 File No. 2164018-14405 LENDER REQUESTED CHAIN OF TITLE The following information is provided for informational purposes only, and is not to be included in or as part of the Title Commitment. Furthermore, the following information does not constitute affirmative title insurance coverage and will not appear on any subsequently issued final Title Insurance Policy. The following fee transfers appear of record with the County Recorder in the past 24 months: NONE The fee owner in Schedule A acquired title by Warranty Deed, filed August 23, 2010, as Document No. A523737. Note to Closer: The prior closing on the property appears to have been completed by Bumet Title. Customer Service: 952-844-6200 or customerservice@burnettitle.com Closing and Disbursement Office: (952) 475-0340 Additional information available at: www.burnettitle.com 5151 Edina Industrial Blvd. #500, Edina, MN 55439 File No. 2164018-14405 ((rr Date: October 9, 2018 File No. 2164018-14405 BUYER/SELLER INFORMATION FOR CLOSING The following information is provided for informational purposes only, and is not to be included in or as part of the Title Commitment. Furthermore, the following information does not constitute affirmative title insurance coverage and will not appear on any subsequently issued final Title Insurance Policy. 1) Questions concerning closing this transactions should be directed to your Closer. 2) The Tax Reform Act of 1986 requires the Seller's tax identification or social security number and forwarding address to be provided to Burnet Title at closing. As required by the Act, Burnet Title will issue a 10995 for non exempt transactions. 3) Seller and Buyer are required by the Internal Revenue Service to comply with the Foreign Investment in Real Property Tax Act, "FIRPTA" requirements. If Seller and Buyer are unable to comply, Buyer must execute instructions to disregard FIRPTA at closing. Burnet Title is not responsible for FIRPTA or FIRPTA compliance. FIRPTA and FIRPTA compliance are not insured by any title policies to be issued. 4) Buyer and Seller are required to provide their tax identification or social security number for the Certificate of Real Estate Value issued to the County at closing as required by Minnesota State Law. 5) If any party intends to use a Power of Attorney, the executed Power of Attorney, Affidavit of Attomey-in-Fact, and any documents pre -signed by the attorney-in-fact must be reviewed and approved by Burnet Title. Documents requiring a jurat, such as an Affidavit or a Certificates of Non -Foreign Status, may not be executed by an attorney-in-fact. 6) Upon request, Burnet Title will provide copies of recorded documents referenced to in the Commitment. Customer Service: 952-844-6200 or customerservice@burnettitle.com Closing and Disbursement Office: (952) 475-0340 Additional information available at: www.burnettitle.com 5151 Edina Industrial Blvd. #500, Edina, MN 55439 Filo Nn 91idn1R-iddnfi Residential Sale Closing Invoice and Fee Disclosure Revised #2 Date: October 30, 2018 C3BUR U T I T L E 5151 Edina Industrial Blvd., Suite 500, Edina, MN 55439 P 952-844-6200 1 F 952-886-6800 1 License No. 40273928 Buyer: Kenneth Ashfeld and Barbara Bersie-Ashfeld Seller: Troy M. Parrish and Kimberly A. Parrish Property Address: 6480 Yosemite Ave, Excelsior, MN 55331 Lot/Block/Subdivision: 1, LendertApplicant Wells Fargo Home Mortgage Estimated Closing Date: November 01, 2018 Attention: Nicole Cutter -Brown Sales Price: $790,000.00 Mortgage Amount: $600,000.00 File Number: 2164018-14405 Reference Number: 0569886864 Note: The following fees may have been previously disclosed on a Loan Estimate, Good Faith Estimate, Closing Cost Estimate, Estimate of Sellers Proceeds, Broker Contract or an Affiliated Disclosure. Item Description Fee BUYER/LOAN TITLE AND CLOSING (Section BIC of Loan Closing Disclosure or Line 1101 of HUD) 1. Title - Closing/Settlement to Burnet Title (APR Fee) $300.00 2. Title - Loan Policy (ALTA 2006) to Burnet Title (Old Republic National Title Insurance Company) $1,337.50 3. Title - Loan Policy Endorsement(s) to Burnet Title (Old Republic National Title Insurance $.00 Company) 4. Title - Search/Exam to Burnet Title $660.00 5. Title - Fee to Burnet Title $.00 Note: No fee for Arm or Balloon Endorsements BUYER OPTIONAL OWNER'S TITLE INSURANCE CHOICES (Section H of Loan Closing Disclosure or Line 1103 of HUD) Note: Owner's Title Insurance Premium is in addition to loan policy premium, if any 1. Title - Homeowners Policy (ALTA 2013) to Burnet Title (Old Republic National Title Insurance $764.50 Company) 2. Title -Owners Policy (ALTA 2006) to Burnet Title (Old Republic National Title Insurance $582.50 Company) SELLER SERVICES (Section H of Loan Closing Disclosure or Line 1102 of HUD) Note: Information is provided if available 1. Seller Closing Administration to Burnet Title. (If transaction requires a "short payoff' ofexisting $425.00 financing, this fee will be $600.00.) 2. Seller Closing Administration to Burnet Title - Wayzata $.00 3. Seller Payoff Verification and Processing to Burnet Title ($55.00 peroccurmnce) $.00 4. Seller Preliminary Services to $.00 5. Seller Requested Services to $.00 you have any concems or our rees or our Page 1 of 3 contact us. FEE DISCLOSURES Burnet Title invoiced fees may be subject to change based on many factors including but not limited to Purchase Agreement terms, fees charged by third party vendors, sale price or loan amount changes, written instructions, closing requirements, transaction complexity and insuring requirements, products and services requested, and new rate filings. Costs for updating or creating an Abstract of Title or a Registered Property Abstract (RPA) are not included. If an Abstract or a RPA is desired, please contact us for a quote. Burnet Title will collect the following fees at closing when applicable: $55.00 payoff verification and processing fee for each debt or lien paid or released at the closing. $25.00 processing fee for each document not identified as required within Schedule B-1 of the title commitment $25.00 processing fee for each borrower/buyer or seller requested transfer of funds, documentation or package $360.00 - $600.00 seller closing administration fee, varies based on transaction type and services requested. $150.00 escrow fee for holding funds for any title or lender conditions to be met after the closing and the monitoring of the same $250.00 escrow fee for holding funds for any buyer/seller conditions to be met after the closing and the monitoring of the same. $175.00 mortgage closing fee for any subordinate loan or financing closed in conjunction with closing another insured loan. 3. Burnet Title fees are standard, fixed fees that may include costs for various third party vendors' information and services that Burnet Title purchases and then evaluates and/or supplements. Unless the third party has been hired by another party to the transaction, all of the costs associated with the third party vendors that Burnet Title uses are paid by Burnet Title, regardless whether or not the transaction closes. Burnet Title's fees are set to cover all costs, including third party vendor costs associated with transactions that close and those that fail to close. 4. Burnet Title may pay off a mortgage, lien or debt as a requirement of closing. Creditor's pay statement may include service fees payable to the creditor including but not limited to satisfaction fees, county recording fees, escrow shortage fees, late fees, or other fees that debtor(s) may have previously consented to by agreement with creditor. Burnet Title, as permitted by Minnesota Statutes Section 507.401, will prepare and record a Certificate of Release with the county recorder upon paying off any mortgage lien under 1.5 million dollars. For each Certificate of Release prepared, Burnet Title will charge and collect from the Seller(s) a $46.00 recording fee payable to the county recorder and payoff verification and processing fee payable to Burnet Title. Burnet Title is unable to issue a Certificate of Release upon paying off any mortgage lien exceeding $1.5 million and other certain types of liens. Burnet Title will provide each creditor with directions to prepare a satisfaction or release, and unless Burnet Title has received insurable evidence that the lien holder will cause the lien to be released, Burnet Title will charge and collect from the Seller(s) either a $46.00 recording fee payable to the county and or a $7.00 recording fee payable to district court along with a payoff verification and processing fee payable to Burnet Title. Burnet Title does not guarantee that a creditor will provide an acceptable and recordable satisfaction or release of the mortgage or lien. 5. Burnet Title retains a portion of each policy premium paid and remits the remaining balance to Old Republic National Title Insurance Company. N you have any concerns or questions regarding our fees or pricing practices, please contact us. Page 2 of 3 OTHER DISCLOSURES 1. The following notification is required by Minnesota Statue.507.45 subdivision 3A: Burnet Title LLC d/b/a Burnet Title and d/b/a Burnet Title of Wisconsin and its employee(s) may be acting as closing agent and/or title insuring agent in your transaction, and under applicable state law, have not and may not express any opinion regarding the legal effects of the closing documents or of the closing itself. Burnet Title LLC is part of the Realogy Holding Corp family of Companies and is an affiliate of Burnet Realty LLC, d/b/a Coldwell Banker Burnet and d/b/a Burnet Relocation Management, Title Resources Guaranty Company, Guaranteed Rate Affinity LLC d/b/a Guaranteed Rate Affinity, NRT LLC, Castle Edge Insurance Agency Inc., NRT Relocation LLC, NRT Reo Experts LLC, Cartus Corporation, Cartus Financial Corporation, Cartus Asset Recovery Corporation, National Coordination Alliance LLC d/b/a Gateway Settlement Services; d/b/a Landway Settlement Services, d/b/a Texas American Relocation Services; d/b/afTRG Vendor Management Company, St Joe Title Services LLC d/b/a Short Trac and TRG Settlement Services LLP. 2. If Burnet Title is disbursing the transaction, we deposit funds received on your behalf in state or federally - chartered banks that are insured by the Federal Deposit Insurance Corporation ("FDIC"). The account is currently held at BMO Harris Bank, N.A. FDIC deposit insurance coverage applies to a maximum amount of $250,000 per depositor for deposits held in the same legal ownership category at each bank. For example, funds held on your behalf in an account maintained by us will be combined with any individual accounts held directly by you at the same bank. You are responsible for monitoring the total amount of deposits that are owned directly or indirectly by you in any one bank. If you have questions about FDIC deposit insurance, contact your financial or legal advisors or go to http://www.fdic.gov/deposit/deposits/index.html. We do not guarantee the solvency of any bank into which funds are deposited and we assume no liability for any loss you incur due to the failure, insolvency or suspension of operations of any bank or the insufficiency of the $250,000 FDIC deposit insurance limit. 3. Burnet Title deposits funds received in a Trust Account. The financial institution holding the deposits may charge Burnet Title for related transaction and account fees. Burnet Title and its affiliates may receive direct or indirect benefits from deposits, such as bank credits, bank services or interest on funds held. 4. Burnet Title utilizes Positive Pay with our bank to safeguard deposited funds. The use of Positive Pay could result in a delay of funds for checks presented. If immediate access to the funds is required, please notify the Burnet Title Closer. 5. Burnet Title is not responsible for disbursed funds once withdrawn from Burnet Title's escrow account and does not assume any liability for any loss incurred including but not limited to the misappropriation, theft, misuse or inaccessability of withdrawn funds. 6. Burnet Title disburses seller proceeds by check on a BMO Harris Bank N.A. escrow account payable to the seller identified on the Settlement Statement. If seller is cashing the proceeds check immediately at a BMO Harris Bank, Burnet Title will need to be notified to provide the bank with additional information to assist with their validation process If seller has a special disbursing request such as splitting the proceeds check or wiring funds, we require an executed Burnet Title Proceeds Authorization Form to be approved by Burnet Title and a $25.00 processing fee may apply. A Proceeds Authorization Form will not be accepted by Burnet Title if executed by a Seller's representative such as a Trustee, Personal Representative, or Attorney in Fact when the special request is for splitting of proceeds or wiring of funds. When title is held in a trust or an estate proceeds will only be issued in the form of a check. Additional information regarding Burnet Title and our services can be found at www.BurnetTitle.com. Thank You For Being A Burnet Title Customer 5151 Edina Industrial Boulevard, Suite 500, Edina, MN 55439 1 P 952-844-6200 1 F 952-886-6742 Page 3 of 3 frev.3.181 PLANNING COMMISSION STAFF REPORT Tuesday, December 1, 20200p axle c (2 Subject Consider a Request for the Rezoning of Property and Subdivision of a Four -Lot Subdivision (Deer Haven) with Variances Located at 6480 Yosemite Avenue Section PUBLIC HEARINGS Item No: C.2. Prepared By Bob Generous, Senior Planner File No: Planning Case #2020-22 K,^- 44A4J /n tZl. PROPOSED MOTION: vce The Chanhassen Planning Commission recommends approval of the rezoning from Rural Residential District (RR) to Single -Family Residential (RSF), and Subdivision approval to create four lots and one outlot with a variance for the use of a private street to provide direct access to the four lots and a variance to use the 33 -foot right-of-way and 24 -foot street section subject to the conditions of approval in the staff report _ / And �, Adoption of the Fmd` ings of Fact apd Recommendation yV) J0 , The applicant is requesting the rezoning of property from Rural Residential (RR) to Single -Family Residential (RSF) and subdivision of 2.8 acres into four sngotnutis right-of-way width, local street width, and the use of a private street. <' Kenneth Ashfeld and Barbara Bersie•Ashfelt(,6480 Yosemite Excelsior, MN 55331 SITE INFORMATION 1/ PRESENT ZONING: Rural Residential District, RR LAND USE: Residential Low Density ACREAGE: 2.8 acres DENSITY: 1.43 dwelling units per net acre APPLICATION REGI JI -ATIONS Chapter 18, Subdivisions Chapter 20, Article II, Division 2. Amendments Chapter 20, Article XB, RSF Single -Family Residential District BACKGROUND The house was built in 2003. The property is not part of any recorded subdivision, Registered Land Survey or other approved plat. Psi r. a Staff recommends that the Planning Commission approve the rezoning from Rural Residential District (RR) to Single - Family Residential (RSF), and Subdivision approval with a Variance to create four lots and one outlet subject to the conditions of approval in the (attached) staff report, and adoption of the Findings of Fact and Recommendation. 0 Staff Report 0 Findings of Fact and Recommendation D Development Review Application 0 Preliminary Plat o Full Plan Set 0 Affidavit of Mailing CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: December 1, 2020 CC DATE: January 11, 2021 REVIEW DEADLINE: February 13, 2021 CASE #: PC 2020-22 BY: RG, EH, JR, JS, MU "The Chanhassen Planning Commission recommends approval of the rezoning from Rural Residential District (RR) to Single Family Residential (RSF), and Subdivision approval to create four lots and one outlot with a variance for the use of a private street to provide direct access to the four lots and a variance to use the 33 -foot right-of-way and 24 -foot street section subject to the conditions of approval in the staff report And Adoption of the Findings of Fact and Recommendation." SUMMARY OF REQUEST: A request for the rezoning of property from Rural Residential (RR) to Single -Family Residential (RSF) and subdivision of 2.8 acres into four single-family lots and one outlot with variances for public right-of-way width, local street width and the use of a private street. LOCATION: Southeast of the cul-de-sac for Wood Duck Lane and west of Yosemite Avenue (6480 Yosemite Avenue). APPLICANT: Kenneth Ashfeld and Barbara Bersie-Ashfeld 6480 Yosemite Excelsior, MN 55331 PRESENT ZONING: Rural Residential, RR 2040 LAND USE PLAN: Residential Low Density, net density 1.2 — 4.0 units per acre ACREAGE: 2.8 acres DENSITY: Net units per acre ', 47 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city has a relatively high level of discretion in approving Rezonings because the city is acting in its legislative or policy-making capacity. A rezoning must be consistent with the city's Comprehensive Plan. The city's discretion in approving or denying a Preliminary Plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. Planning Commission Deer Haven December 1, 2020 Page 2 The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Subdivision Ordinances for variances. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAUSUMMARY The applicant is requesting the rezoning of property from Rural Residential (RR) to Single - Family Residential (RSF) and subdivision of 2.8 acres into four single-family lots and one outlot with variances for public right-of-way width, local street width and the use of a private street. FSH\:i 11 t7_XPIA I:V Y C13`►6'.' Chapter 18, Subdivisions Chapter 20, Article II, Division 2. Amendments Chapter 20, Article XII, RSF Single -Family Residential District The house was built in 2003. The property is not part of any recorded subdivision, Registered Land Survey or other approved plat. The site is 2.81 acres and currently has an existing single-family residence that is being proposed to remain with the development of the subdivision. The applicant provided an Existing Conditions Survey which is used to supplement all construction plans and designs that is generally in conformance with the requirements of Sec. 18-40. However, required information that was not provided includes: location of buildings and easements to a distance 150 feet beyond the subdivision boundaries; topographic data 100 feet beyond the property boundary, with associated contours; boundary lines of adjoining platted or subdivided land, within 150 feet, identified by name and ownership, etc. In order to show the proper extents, the scale of the survey may need to be increased, which is also typical of all construction plans provided. The applicant shall submit an updated survey upon submittal of final plat and final construction plans illustrating all the requirements of Sec. 18- 40. Furthermore, an accurate soils report indicating soil conditions, permeability and slope shall be provided upon submittal of final plat (Sec. 18-40.(2)h.). The soils report shall include boring logs for key areas including along the proposed alignment of the private street and near areas proposed for stormwater infiltration. SITE CONSTRAINTS Wetland Protection Planning Commission Deer Haven December 1, 2020 Page 3 There is not a wetland located on the property. Bluff Protection There are no bluffs on the property. Though there is a small area of steep slopes, it does not meet the City's definition of a bluff. Shoreland Management The property is not located within a shoreland protection district. Floodplain Overlay This property is not within a floodplain. The properties to the north, south, and east of the proposed development are zoned Single -Family Residential District, RSF. The property to the west of these development is zoned Planned Unit Development - Residential, PUD -R, Pheasant Hills. REZONING The existing zoning of the property, Rural Residential, is not consistent with the land use designation of the property, Residential Low Density. The Comprehensive Plan allows less intensive land uses to remain in place. However, any approval by the City for development of the property must be consistent with the Comprehensive Plan. The following zoning districts are consistent with a Residential Low Density land use: Low-density residential areas can be either zoned RSF (Residential Single Family), R-4 (Mixed Low Density), RLM (Residential Low and Medium Density), or PUD -R (Planned Unit Development Residential). The proposed rezoning to Single -Family Residential District (RSF) is consistent with the Comprehensive Plan land use designation. The RSF district is the most appropriate zoning district to rezone this property since it is the same zoning as the surrounding residential properties and permits only single-family homes. While the R-4 district permits single-family homes, it also permits twin homes which would be inconsistent with the surrounding development. The RLM district permits single-family homes, as well as twin homes, townhouses and attached housing. But the RLM district also requires that large areas of upland are preserved or created as permanent open space to balance the higher hard surface coverage permitted on the individual lots. Finally, the PUD -R district can be created for a single-family subdivision, but the ordinance requires that the minimum development size be five acres. Planning Commission Deer Haven December 1, 2020 Page 4 The proposed rezoning assists in the furtherance of the following land use goals of the City of Chanhassen Comprehensive Plan: • Development will be encouraged within the MUSA line. The plan should seek to establish sufficient land to provide a full range of housing opportunities. Development should be phased in accordance with the ability of the city to provide services. The proposed rezoning assists in the furtherance of the following housing goals of the City of Chanhassen Comprehensive Plan: • A balanced housing supply with housing available for people of all income levels. • A variety of housing types for people in all stages of the life -cycle. Staff is recommending the rezoning to RSF be approved. SUBDIVISION REVIEW The applicant is requesting subdivision review to create a four lot single-family residential development. Access will be a public street within existing city right-of-way out to Yosemite and a private street from this street in to the development. Planning Commission l I �j /n Deer Haven -j Y vJ December 1, 2020 i/1,&dy Page 5 r PRELIMINARY PLAT RIGHT-OF-WAY. STREETS AND EASEMENTS In April 1985, 16.5 feet of right-of-way was dedicated for Tacoma Trail (easterly end of Wood Duck Lane) with the Stoddart Addition. In April 1987, 16.5 feet of right-of-way was dedicated for Wood Duck Lane with the Pheasant Hills 4th Addition. A total of TIfeet of right-of-way was dedicated for the road connection to Yosemite. As part of Pheasant Hills 4h Addition, 50 feet of right-of-way for Wood Duck Lane was dedicated to the north of the project site. The property being proposed to be subdivided (6480 Yosemite Avenue) is currently served by an approximate 10 -foot wide private driveway had from Yosemite Avenue which extends through unimproved right-of-way (Tacoma Trail). The applicant is proposing to remove the driveway and extend a public street from Yosemite Avenue within the unimproved Tacoma Trail right-of-way and construct a private street to serve all four lots within the proposed subdivision, see image below. A small rectangle of public roadway easement is required to be obtained from the property owner due north of this subdivision in order to construct the public street (see image below). Obtaining this cs' Planning Commission Deer Haven December 1, 2020 Page 6 easement is a requirement of the applicant, and a draft easement document has been created and reviewed by the city attorney. The property owner to the north has been engaged and had their own attorney review the easement. Official recording of this easement is a subject condition of the preliminary plat. Staff finds that the use of a private street is in general accordance with City's Code of Ordinances (Ordinances), Sec. 18-57. While public right-of-way is abutting and adjacent to the property being developed, the prevailing development pattern makes it unfeasible to construct a standard width public street in accordance with current Ordinances due to the inadequate existing width of the unimproved right-of-way (33 feet wide). Conversely, if the applicant was to extend the public street from the end of Wood Duck Lane, which does have adequate right-of-way width, it would further exacerbate a non -conforming cul-de-sac length which is already approximately 1100 feet in length. As such, the applicant is requesting a variance from the standard right-of-way and street width outlined in Sec. 18-57. The variance request is to build a 24 -foot wide public street within the existing 33 -foot wide right-of-way. Additionally, as there are no other properties that take direct access to the proposed street, coupled with the street width variance, it is proposed to adopt a resolution prohibiting parking along this portion of the proposed public street. Engineering and Public Works staff have evaluated the alternatives and finds that the proposed variance to extend a public street within the unimproved portion of Tacoma Trail right-of-way is the most practicable and adequate alternative due to the existing constraints. The applicant will be required to supply with the final plat submittal cross-section details for the public street, account for public drainage, and the design of an adequate tum -around at the end of the public street. Lastly, updated construction plans shall indicate the locations of proposed street lights in accordance with Sec. 18-78.(b)(7) for review and approval by the City Engineer. Planning Commission Deer Haven December 1, 2020 Page 7 As the proposed development will have common sections of the private street that will serve two units or more with a density of less than four units per acre, the private street shall: be built to a seven -ton design, paved to be a width of 20 feet, utilize a maximum grade of ten percent, and provide a turnaround area acceptable to the fire marshal based upon guidelines provided by applicable fire codes and ordinances. It is recommended that a Homeowners Association be formed and the declarations address the maintenance responsibilities and associated costs of repairs for the private street. The applicant shall submit a street name for the private street for city review and approval. Private streets serving up to four lots may be permitted in residential developments with a density of less than four units per acre if the criteria in variance Section 18-22 are met and upon consideration of the following: (1) The prevailing development pattern makes it unfeasible or inappropriate to constrict a public street. In making this determination, the City may consider the location of existing property lines and homes, local or geographic conditions and the existence of wetlands. Planning Commission Deer Haven December 1, 2020 Page 8 (2) After reviewing the surrounding area, it is concluded that an extension of the public street system is not required to serve other parcels in the area, improve access, or to provide a street system consistent with the Comprehensive Plan. (3) The use of a private street will permit enhanced protection of the City's natural resources including wetlands and forested areas. The use of the private street meets the criteria specified in City Code since it is not necessary to provide access to adjacent properties, would create an excessive amount of hardcover with minimal public benefit and would require even more environmental impacts. DRAINAGE AND UTILITY EASEMENTS The preliminary plat provided illustrates mostly typical public drainage and utility easements (D&U) along the proposed subdivision's lot lines with five-foot D&U along the side lot lines and 10 -foot D&U along the front and rear lot lines. There is a portion of D&U abutting the front lot lines of Lots I and 2 along with the northeast corner of Lot 3 that extends eight additional feet (a total of 18 feet wide) in order to provide proper widths to maintain the sanitary sewer. The applicant has proposed the creation of Outlot A to cover the private street along with portions of undevelopable land abutting the street to the east. Outlot A is being proposed to be encumbered in its entirety with a D&U. While public water main and sanitary sewer main will be located within the Outlot, it is not necessary to encumber the entire Outlot in D&U as private improvements such as stormwater features will be located on Outlot A. The applicant shall update the final plat to include D&U within Outlot A only over the public utilities as required for adequate maintenance, repair and replacement. The widths shall be ten feet from the center of each utilities pipe on both sides. The location of the water main and sanitary sewer main is discussed later on in section "Sanitary Sewer and Water Mains ". GRADING AND DRAINAGE The portion of the site which accommodates the three new homes generally slopes gradually to the north, while the portion of the site with the existing home proposed to remain has steep slopes with gradient to the south. Grading for the development is being proposed over two phases; the first phase will grade areas associated with the public and private streets, the public utilities, the stormwater basins and the area where sanitary sewer will be extended from the west through unimproved right- of-way; the second phase was shown on the preliminary plans to illustrate feasibility and provides custom graded walkout lots. It appears drainage will be routed away from building pads and through backyards of the future lots via a swale which then directs overland flow towards a proposed stormwater basin on the most northern lot (Lot 1), while the front yards and road will sheet drain to the stormwater basin on the east side of the private street (northeast corner of Outlot A). However, drainage arrows were not provided on the preliminary plans and will be required upon submittal of final plat and final construction plans. Additionally, all requirements of grading plans as outlined under Sec. 18-40.(4)d. will be required upon submittal of final plat and final construction plans, including the appropriate scale, lowest floor elevations of buildings (proposed and existing), emergency overflow routes, stockpile locations, etc. Planning Commission Deer Haven December 1, 2020 Page 9 Lastly, no geotechnical report was provided to indicate that the in-situ soils are suitable for building foundations, public and private street designs, stormwater infiltration, or utility support and will need to be provided along with the final plat submittal. All recommendations from the geotechnical report shall be adhered to, and a geotechnical engineering firm shall be on site during grading operations as required to ensure the City's Standard Specifications and Detail Plates are adhered to along with any Minnesota Building Code requirements. If groundwater is encountered during grading the grades shall be adjusted to maintain a 3 foot separation from the bottom floor elevation and adhering to the recommendations of the soil engineer on site. Changes to grades shall be submitted to the City for review and approval. RETAINING WALLS The applicant is proposing three retaining walls within the subdivision to accommodate potential walkout designs for the custom graded lots, as discussed above in "Grading and Drainage". The height of any retaining wall is measured from the top of the wall to the bottom of the footing (not to the top of grade). The plans did not indicate the height of the walls and shall be updated accordingly upon submittal of final plat and final construction plans, however it does appear that at least one will have a height greater than four (4) feet. Walls over 4 feet in height shall be constructed in accordance with plans prepared by a registered engineer and shall be constructed of a durable material (smooth face concrete, masonry/mortared, railroad ties and timber are prohibited). EROSION PREVENTION AND SEDUKENT CONTROL As proposed it appears the development will not exceed one (1) acre of land disturbance and will, therefore, not be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). However, an Erosion and Sediment Control Plan (SSCP) in accordance with Ordinances shall be submitted for the grading operations of the subdivision as more than 5,000 square feet of land is being disturbed. The applicant has provided an ESCP along with a Stormwater Pollution Prevention Plan (SWPPP), and while overall the plan appears feasible, it is deficient as it does not include all the requirements listed under Sec. 19-145.(a)(2) such as the requirement that drainage boundaries and direction of drainage pre- and post -development be indicated. As such, the applicant shall update the ESCP and resubmit for review and approval with the submission of the final construction plans. As disturbance limits were near one acre, if this increases or is determined to be one acre or more, the applicant will be required to obtain the NPDES Construction Permit. SANITARY SEWER AND WATER MAINS The proposed subdivision has access to a 12" PVC public water main that is located within abutting unimproved right-of-way north of the property (Wood Duck Lane), however no public sanitary sewer main abuts the development. As such, the developer will be required to extend the sanitary sewer main located 150 feet west (Wood Duck Lane cul-de-sac) of the development's northwest Planning Commission Deer Haven December 1, 2020 Page 10 property comer in order to serve the site. Based on the preliminary plans, the applicant is proposing to extend both of these public utilities into the subdivision to serve the newly created lots, as seen below. LEGEND 9M.0 NEWSANITARYMAIN OWN* NEW WATER MAIN TomN ll TO0. M11g The proposed alignments of the extended public utilities are in general conformance with City Standards and Specifications. However, the applicant is proposing an 8" PVC water main, while the City Standard Specifications allow for a minimum 6" main where feasible. If a 6" main will supply adequate fire flows and pressures to the newly formed subdivision, the main shall be downsized accordingly. All newly installed public utilities will be required to adhere to the City of Chanhassen's Standard Specifications and Detail Plates, which will be the governing specifications for said improvements. Upon acceptance by City Council the sanitary sewer and water mains will become publicly owned and maintained. The existing home's water service lateral is proposed to be abandoned and tied into the newly proposed water main, which is beneficial to the water quality for the subdivision as the newly created extension dead -ends, however the existing home's sanitary sewer service is proposed to remain. As the preliminary plans indicate that the existing home's sanitary sewer service, which extends to the west between 1671 and 1681 Pintail Circle, may be located outside the prescribed easements, the applicant will be required to either expand the easement area to encompass the lateral in its entirety, or, verify that the existing alignment is in fact within the easement, or, connect the existing home to the newly extend sanitary sewer. Updated plans shall be provided illustrating the approach taken. rnw[crro¢;xawl l M` YIIrIIY a NV:ImIm ou-rr'crrw tip I �A Wood Duck Lane sr`Imu WI ' caLvl \ i wiou�m i i i� I I , asarv<rrn u I L1V f I I I �/ /Kf60i ' I I yl V-IIIV r1A I of 10A 1 '1 I I I I IC I Wv Im1�5 1 I V ' fINM1l _ 1 OIIOYS 1.� IIN.IOV3 man cwnrra rocaamraan maouronor nitnor• a. -Ione ran oxT¢ueeEavr _-- W[rav carer[non err Wlrvru.w \ wp unvKVF The proposed alignments of the extended public utilities are in general conformance with City Standards and Specifications. However, the applicant is proposing an 8" PVC water main, while the City Standard Specifications allow for a minimum 6" main where feasible. If a 6" main will supply adequate fire flows and pressures to the newly formed subdivision, the main shall be downsized accordingly. All newly installed public utilities will be required to adhere to the City of Chanhassen's Standard Specifications and Detail Plates, which will be the governing specifications for said improvements. Upon acceptance by City Council the sanitary sewer and water mains will become publicly owned and maintained. The existing home's water service lateral is proposed to be abandoned and tied into the newly proposed water main, which is beneficial to the water quality for the subdivision as the newly created extension dead -ends, however the existing home's sanitary sewer service is proposed to remain. As the preliminary plans indicate that the existing home's sanitary sewer service, which extends to the west between 1671 and 1681 Pintail Circle, may be located outside the prescribed easements, the applicant will be required to either expand the easement area to encompass the lateral in its entirety, or, verify that the existing alignment is in fact within the easement, or, connect the existing home to the newly extend sanitary sewer. Updated plans shall be provided illustrating the approach taken. Planning Commission Deer Haven December 1, 2020 Page 11 While generally the preliminary utility plans provided do appear feasible, profile views were not provided in order to conduct a complete review, e.g. checking for conflicts with other utilities or reviewing cover of mains to meet City standards. The applicant will be required to provide updated utility plans upon submittal of the final plat and final construction plans that include profile views. Lastly, prior to commencement of any utility work, a copy of all required permits from the appropriate regulatory agencies shall be provided to the City which shall include but is not limited to the Minnesota Department of Health, Metropolitan Council Environmental Services, and the Minnesota Pollution Control Agency. STORMWATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required stormwater management development standards. Section 19-141 states that "these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." These standards include abstraction of 1.0 inch of runoff from the new impervious surfaces created by the project and water quality treatment resulting in the removal of 90% total suspended solids (TSS) and 60% total phosphorous (TP). The applicant will need to work with Minnehaha Creek Watershed District (MCWD) and the City in order to meet all the requirements. General 1. MCWD has notified the City that the development triggers MCWD Stormwater Management rules because the parcel is being split into 3 or more lots and increasing impervious surface. Applicant will be required to obtain a permit through MCWD. Water Ouality 1. Page 1 of the hydrology report states "Soils information is assumed to be mostly D soils, based on the area and the wetland to the north. Filtration will be used to reduce runoff rates, and volumes." Soil borings should be provided to confirm the web soil survey data is correct and to confirm infiltration is not feasible. If soil borings show infiltration is feasible, infiltration should be used to meet stormwater management requirements. This would also allow for smaller basins. a. If infiltration cannot be used, an abstraction analysis must be provided according to MCWD Stormwater Management Rule 3(c)(2)(i). 2. Applicant should include information on how pretreatment will be provided for the proposed biofiltration basins in the hydrology report (i.e. vegetated filter strips). Rate Control 1. Outlet pipe slopes in HydroCAD should be updated to be consistent with what is shown in the plans. 2. If a biofiltration basin continues to be proposed, applicant should route exfiltration downstream instead of it being discarded in HydroCAD. Planning Commission Deer Haven December 1, 2020 Page 12 Volume Control 1. Based on the impervious areas included in the hydrology report and according to MCWD Stormwater Rule 5(c), (and shown in Table 4 in Section 11) the site: a. is greater than 1 acre b. is disturbing less than 40% of the site c. is increasing the existing impervious surface by more than 501/o Therefore, the MCWD rules state that the entire site's impervious surface (18,142 sf) must be accounted for in calculations for water quality, rate control, and volume control. Currently the applicant is providing calculations for only the additional impervious surface. Applicant should confirm proposed impervious area as noted previously and confirm which MCWD requirements apply based on Table 4 in Section 11 of MCWD Rule N. 2. Water quality volume credit is given at a 0.5 rate for filtration basins according to MCWD Volume Abstraction Credit Schedule (Appendix A of MCWD Rule N). With the 0.5 factor applied the proposed basins do not provide the required water quality volume. Applicant should update the subsequent water quality volume calculations with the 0.5 credit rate applied and provide updated HydroCAD stage/storage data (shown at the outlet elevation to confirm water quality volume) for both ponds. Filtration Basin Desien 1. If a biofiltration basin continues to be used, applicant should update the MIDS calculations to reflect a filtration basin with underdrain to get accurate modeling results. 2. Provide an operation and maintenance plan that identifies the maintenance schedule and responsible party. This should include information on how the system will be cleaned out. Flood Elevation 1. The City of Chanhassen requires low floor elevations to maintain at least three feet of freeboard to adjacent ponding areas HWL and floodplains. Per the submitted report, the NW filtration basin (2P) has a 100 -year HWL of 1026.49'. Applicant should include the low opening and low floor elevations for the proposed buildings and make sure the elevation allows for three feet of freeboard above the basins. Civil Plans 1. Applicant is showing grading and utility work north of the parcel boundary. Applicant must show easements on plans for all improvements outside of property limits. 2. Easements must be shown for on-site storm sewer and around ponding areas if public. 3. Operations and Maintenance Plan to include maintenance schedule and entity responsible for maintenance must be provided for any private utility or pond. 4. Proposed draintile should be shown in the plans tying to the overflow structure. Applicant should include draintile size, slope, inverts and cleanout locations. 5. Update detail to reflect filtration bioretention basin instead of infiltration basin (depending on outcome of soil borings). 6. Provide details for silt fence and rock construction entrance. Planning Commission Deer Haven December 1, 2020 Page 13 7. FES must have energy dissipation with appropriately sized and quantity of rip rap. Show rip rap detail on the plans. 8. The proposed area included in SWPPP note #3 site data in the full plan set doesn't match the proposed impervious area listed in the hydrology report. Applicant should confirm impervious areas and update plans/hydrology report as needed. 9. Emergency overflow elevations and location should be included on the plans for both basins. 10. Storm sewer must be 12" minimum per city requirements. 11. Add inlet protection to the eastern catch basin on Yosemite Avenue near the construction entrance. 12. Two lines of silt fence should be placed adjacent to the wetland. 13. The NW basin is shown within 15' of the adjacent building. Applicant may want to consider adjusting the design to provide further separation between the pond and structure. Staff requests that the applicant address each of the comments above and provide a written response by restating each comment and stating how each comment was addressed and include supporting documentation. Please feel free to reach out with any questions. WETLANDS AND BUFFERS One wetland was identified and delineated on and near the property. The wetland is classified as Type 1, seasonally flooded basin. 0.03 acres of the wetland exist on the subject property, however initial plans show that none of this area is anticipated to be impacted by the project. If any wetland impacts are proposed going forward a wetland replacement plan would need to be approved through the Wetland Conservation Act permitting process. On additional area was investigated as part of the wetland delineation. The area, in the southeast corner of the lot, was determined to be upland. The on-site TEP review concurred with this determination. STORMWATER UTILITY CONNECTION CHARGES Section 4-30 of City Code sets out the fees associated with surface water management. A water quality and water quantity fee are collected with a subdivision. These fees are based on land use type and are intended to reflect the fact that the more intense the development type, the greater the degradation of surface water. This fee will be applied to the new lots of record being created. The fees will be assessed at the rate in effect at that time; 2020 rates are $8,490.00 per acre. ASSESSMENTS Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time; 2020 rates for partial hookup fees are $691.00 per unit for sanitary sewer and $2,392.00 per unit for water. The remaining partial hookups fees are due with the building permit. Planning Commission Deer Haven December 1, 2020 Page 14 Fees Based on the proposal, the following fees would be collected with the development contract: a) Administration Fee: if the improvement costs are less than $500,000, 3% of the improvement costs. If the improvement costs are between $500,000 and $1,000,000, 2% of the improvement costs. If the improvement costs exceed $1,000,000, 2.5% of the first $1,000,000 plus 1.5% of the remainder. b) Surface Water Management Fee: $8,490.00 per acre. c) A portion of the water hook-up charge: $2,392.00/unit d) A portion of the sanitary sewer hook-up charge: $691.00/unit e) Park Dedication Fee: $17,400.00 I) GIS fees: $25 for the plat plus $10 per parcel g) Final plat process (review and recording of Plat and DC): $450.00 LANDSCAPING AND TREE PRESERVATION The applicant for the Deer Haven Addition has submitted tree canopy coverage and preservation calculations. They are as follows: Total upland area (excluding ROW) 3.45 ac. or 150,257 SF Baseline canopy coverage 39% or 59,059 SF Minimum canopy coverage required 30% or 45,077 SF Proposed tree preservation 30% or 45,786 SF The developer appears to meet minimum canopy coverage for the site, but will need to verify calculations before final approval. The tree preservation plan shows trees to be preserved within the grading limits which -is no own. This is especially true of the grouping of trees located at the rear U1 lut J. 1,ow ol me treds are4a-good health and will have significant grade changes throughout their r onet £–nes. The ap— piicai wiz( n–ee&to revise the grading limits to preserve trees or update the tree preservation plan to reflect tree removal within the grading limits. A minimum of one tree is required to be planted in the front yard of each new home as required by ordinance. No buffer yards are required as all neighboring properties have the same land use. The applicant has proposed trees to be planted in Outlot A. PARKS AND RECREATION The quality and number of recreational facilities in a community directly contributes to its quality of life. For this reason, the City of Chanhassen places a strong emphasis on parks and open space. As the City of Chanhassen has developed and increased in population, more pressure and attention has been given to providing recreational opportunities for our residents. Increased leisure time, health awareness, greater mobility, and high disposable incomes have all contributed to the increased demand for recreational activities. The challenge of the next century will be to provide facilities for a growing and diverse population. Planning Commission Deer Haven December 1, 2020 Page 15 Parks can be defined as public areas that provide active or passive -oriented recreational facilities. A significant characteristic of parkland is its accessibility to its users. Open space is any parcel that is not used for buildings or other structures and is left in a natural state. Parks and open space perform diverse functions such as: meeting physical and psychological needs, enhancing and protecting the resource base, enhancing real estate values, and providing a positive impact on economic development. Parks The goal of neighborhood parks is to provide informal recreational opportunities close to where people live. The City's Comprehensive Park Plan calls for a neighborhood park to be located within one-half mile of every residence in the city. The Deer Haven Addition is located within one-half mile of both Curry Farms Park and Pheasant Hill Park. These two neighborhood park locations offer ample amenities for those residing in the Deer Haven Addition. Trails The City's goal is to maintain a comprehensive and easily navigable trail and sidewalk system that connects neighborhoods to park and recreation facilities, schools, community destinations and other communities. No trail or sidewalk facilities are located in the vicinity of this development. Park and Trail Conditions of Approval Full park fees in lieu of parkland dedication and/or trail construction are to be collected. The park fees shall be collected in full at the rate in force upon final plat submission and approval. At today's rate, these fees would total $5,800 (3 lots x $5,800 per lot) for three new lots without charging the existing home. MISCELLANEOUS The road width proposed of 24 feet would require No Parking Fire Lane signs on both sides. Planning Commission Deer Haven December 1, 2020 Page 16 Building plans must provide sufficient information to verify that the proposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review. A building permit must be obtained before beginning any construction. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. If any soil corrections are done on the property, a final grading plan and soil report must be submitted to the Inspections Division before permits will be issued. COMPLIANCE TABLE Area (sq. ft. Width ft. 8 Hard Cover % / sq.ft. Notes Code 15,000 100* 125 25/3,750 *Property access via a private street 1 15,148 112 Building plans must provide sufficient information to verify that the proposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review. A building permit must be obtained before beginning any construction. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. If any soil corrections are done on the property, a final grading plan and soil report must be submitted to the Inspections Division before permits will be issued. COMPLIANCE TABLE Setbacks (ft.): 30 - front, 10 - side, 30 - rear Area (sq. ft. Width ft. Depth ft. Hard Cover % / sq.ft. Notes Code 15,000 100* 125 25/3,750 *Property access via a private street 1 15,148 112 152 25/3,787 Front lot line east, comer lot 2 15,079 100 151 25/3,769 Front lot line east 3 18,012 102 140 25/4,503 Front lot line east 4 47,843 241 178 25/11,960 Front lot line east A 26,297 Private street, 0.6 acres Total 122,379 2.81 acres Setbacks (ft.): 30 - front, 10 - side, 30 - rear Planning Commission Deer Haven December 1, 2020 Page 17 VARIANCE The hardship is not a mere inconvenience by providing reasonable access to four properties while reducing potential impacts to the natural features on the site and within existing off-site right-of- way; The hardship is caused by the particular physical surroundings, shape or topographical conditions of the land including trees; a public street is not necessary to provide access to adjacent properties within the development and the existing right-of-way and surrounding development preclude additional public right-of-way out to Yosemite; The condition or conditions upon which the request is based are unique and not generally applicable to other property because of the previously stated conditions of the property; The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of subdivision regulations, the zoning ordinance and Comprehensive Plan since it will reduce potentially significant impacts on the site and within the neighborhood. RECOMMENDATION Staff recommends that the Planning Commission approve the rezoning from Rural Residential District (RR) to Single -Family Residential (RSF), and Subdivision approval with a Variance to create four lots and one outlot subject to the following conditions and adoption of the Findings of Fact and Recommendation: REZONING: 1. Contingent on final plat approval. SUBDIVISION WITH VARIANCES: Building: 1. Building plans must provide sufficient information to verify that proposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review. 2. A building permit must be obtained before beginning any constriction. 3. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. 4. If any soil corrections are done on the property, a final grading plan and soil report must be submitted to the Inspections Division before permits will be issued. Engineering: 1. The applicant shall provide an updated existing conditions survey in conformance with the requirements of Sec. 18-40, which shall include (but not limited to): location of buildings and Planning Commission Deer Haven December 1, 2020 Page 18 easements to a distance 150 feet beyond the subdivision boundaries; topographic data 100 feet beyond the property boundary, with associated contours; boundary lines of adjoining platted or subdivided land, within 150 feet, identified by name and ownership, etc. 2. An accurate geotechnical report indicating soil conditions, permeability and slope shall be provided upon submittal of final plat (Sec. 18-40.(2)h.). The soil report shall include boring logs for key areas including along the proposed alignment of the private street and near areas proposed for stormwater infiltration. 3. A roadway easement from PID 254150012 is required in order to construct the public street. The easement shall be reviewed and approved by the City and shall be recorded either prior to or concurrently with the final plat. 4. The applicant shall supply cross-section details and plans for the public street, account for public drainage, and the design of an adequate turn -around at the end of the public street. 5. The applicant shall provide the locations of proposed street lights for review and approval by the City Engineer. 6. The applicant shall update the final plat to include drainage and utility easements within Outlot A only over the public utilities (not the entire Outlot) as required for adequate maintenance, repair and replacement. 7. Drainage arrows throughout the construction limits shall be shown upon submittal of final plat and final construction plans. 8. The applicant shall provide updated grading plans in conformance with the requirements of Sec. 18-40.(4)d. which shall include (but not limited to): the appropriate scale, lowest floor elevations of buildings (proposed and existing), emergency overflow routes, stockpile locations, etc. 9. The applicant shall update the erosion and sediment control plan in conformance with the requirements listed under Sec. 19-145.(a)(2) and resubmitted for review and approval with the submission of the final construction plans. 10. If a 6" main will supply adequate fire flows and pressures to the newly formed subdivision, the main shall be downsized accordingly. 11. Upon acceptance by City Council the sanitary sewer and water mains will become publicly owned and maintained. 12. As the preliminary plans indicate that the existing home's sanitary sewer service, which extends to the west between 1671 and 1681 Pintail Circle, may be located outside the prescribed easements, the applicant will be required to either expand the easement area to encompass the lateral in its entirety, or, verify that the existing alignment is in fact within the easement, or, connect the existing home to the newly extend sanitary sewer. Updated plans shall be provided illustrating the approach taken for review and approval by the City. Planning Commission Deer Haven December 1, 2020 Page 19 13. The applicant shall provide updated utility plans upon submittal of the final plat and final construction plans that include profile views for review and approval by the City. Environmental Resources: 1. The applicant shall verify tree removal within the grading limits and revise tree preservation calculations before final approval. Trees shown within grading limits may not be counted as preserved. 2. Tree preservation fencing must be installed at the edge of grading limits prior to any grading activities. Fire: 1. The road width proposed of 24 feet would require No Parking Fire Lane signs on both sides. 2. The private road will need to follow City of Chanhassen Code for Private Roads — including a turnaround for emergency vehicles. 3. The applicant shall submit a street name for the private street for city review and approval. Parks: 1. Full park fees in lieu of parkland dedication and/or trail construction shall be collected. The park fees shall be collected in full at the rate in force upon final plat submission and approval. Planning: 1. The front lot line for Lots 1, 2 and 3 shall be the easterly property line. 2. An access and maintenance agreement for the private street shall be recorded with the plat. And adoption of the findings of fact and recommendation. ATTACHMENTS Findings of Fact and Recommendation Development Review Application Preliminary Plat Full Plan Set Public Hearing Notice and Mailing List g:\plan\2020 planning cases\20-22 6480 yosemite avenue (deer haven) sub\staff report deer haven docx CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Kenneth Ashfeld and Barbara Bersie-Ashfeld — Planning Case No. 2020-22, Deer Haven Addition. Request for Rezoning from Rural Residential District, RR, to Single -Family Residential District, RSF, Subdivision Approval creating four lots and one outlot with a Variance for a public street cross section and right-of-way width, and a Variance for the use of a private street located at 6480 Yosemite. On December 1, 2020, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Kenneth Ashfeld and Barbara Bersie-Ashfeld for a single-family residential development. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Rural Residential District, RR. 2. The property is guided in the Land Use Plan for Residential — Low Density uses. 3. The legal description of the property is: That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at the Northeast corner of said Southeast Quarter of the Northeast Quarter; thence Southerly along the East line of said Southeast Quarter of the Northeast Quarter to a point 660 feet North of the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the South line Southeast Quarter of the Northeast Quarter a distance of 281.07 feet; thence Northeasterly to a point on the North line of said Southeast Quarter of the Northeast Quarter distance 198.0 feet Westerly from the point of beginning; thence Easterly along said North line 198.0 feet to the point of beginning, except the North 50.0 feet thereof, Carver County, Minnesota. Records of Carver County, Minnesota. 4. REZONING FINDINGS The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse affects of the proposed amendment. The six (6) affects and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. b. The proposed use is or will be compatible with the present and future land uses of the area. c. The proposed use conforms with all performance standards contained in the Zoning Ordinance. d. The proposed use will not tend to or actually depreciate the area in which it is proposed. e. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. f. Traffic generation by the proposed use is within capabilities of streets serving the property. 5. SUBDIVISION FINDINGS a. The proposed subdivision is consistent with the zoning ordinance and meets all of the requirements of the "RSF" Single -Family Residential District; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the City's Comprehensive Plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by the subdivision ordinance; e. The proposed subdivision will not cause significant environmental damage subject to compliance with conditions of approval; f. The proposed subdivision will not conflict with easements of record, but rather will expand and provide all necessary easements; g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate stormwater drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off-site public improvements or support systems. 6. VARIANCE FINDINGS WITH A SUBDIVISION a. The hardship is not a mere inconvenience by providing reasonable access to four properties while reducing potential impacts to the natural features on the site and within existing off- site right-of-way; b. The hardship is caused by the particular physical surroundings, shape or topographical conditions of the land including trees; a public street is not necessary to provide access to adjacent properties within the development and the existing right-of-way and surrounding development preclude additional public right-of-way out to Yosemite; c. The condition or conditions upon which the request is based are unique and not generally applicable to other property because of the previously stated conditions of the property; d. The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of subdivision regulations, the zoning ordinance and Comprehensive Plan since it will reduce potentially significant impacts on the site and within the neighborhood. 7. The planning report 42020-22 dated December 1, 2020, prepared by Robert Generous, et al, is incorporated herein. The Planning Commission recommends that the City Council approve the proposed Preliminary Plat approval for four lots and one outlot, variances for public street cross-section and right-of-way with a Variance for the use of a private street for a single-family detached subdivision subject to the conditions of the staff report. ADOPTED by the Chanhassen Planning Commission this I' day of December, 2020. CHANHASSEN PLANNING COMMISSION M Steven Weick, Chairman giplm\2020 plaming cases120.22 6480 yosemite avenue (deer haven) subVkdmgs of Fact & rec m ne datimda W ao,y)- COMMUNITY DEVELOPMENT DEPARTMENT Planningr s - 7700 Market Boulevard CITY OF CHANHASSEN Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1100 / Fax: (952) 227-1110 �I1I f'� APPLICATION , FOR DEVELOPMENT REVIEW l' submittal Date:1V I IY ICJ✓ PC Date 11 I 1:7 1, (C CC Date. L(y_(�D 60 -Day Review Date I �J I S / C �T'�TT Section Application (Refer to the appropriate Application Checidisl for required submittal informafion that must accompany Nis application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Subdivision (SUB) ❑ Minor MUSA line for failing on-site sewers ..... $100 ❑ Create 3 lots or less ........................................ $300 ❑ Conditional Use Permit (CUP) 21 Create over 3 lots ..............lots....$600 + $15 per lot ❑ Single -Family Residence ................................5325 ( bi) ❑ Metes &Bounds (2 lots) 5300 ❑ All Others .........................................................$425 .................................. ❑ Consolidate Lots .............................................. $150 ❑ Interim Use Permit (IUP) ❑ Lot Line Adjustment.........................................$150 El In conjunction with Single Famiry Residence.. $325 .. ❑ Final Plat ........ .. ..............................................$700 El All Others ......................................................... $425 (Includes S450 escrow for attorney costs)' 'Additional escrow may be required for other applications ❑� Rezoning (REZ) through the development contract. ❑ Planned Unit Development (PUD) .................. $750 ❑ Vacation of Easements/Right-of-way (VAC)........ $300 ❑ Minor Amendment to existing PUD ................. $100 (Add bonal recording fees may apply) AllOthers .........................................................5500 ❑ Variance (VAR) ... ..... ............... _....... .................... 5200 ❑ Sign Plan Review ..................................... _............ 5150 ❑ Wetland Alteration Permit (WAP) ❑ Site Plan Review (SPR) ❑ Single -Family Residence ............................... $150 ❑ Administrative ..................................................5100 ❑ All Others ....................................................... $275 ❑ CommerciavindustrialDistricts • ......................$500 Plus $10 per 1,000 square feet of building area: ❑ Zoning Appeal ...................................................... $100 ( thousand square feet) *Include number or exstm employees. ❑ Zoning Ordinance Amendment (ZOA)................. $500 'Include number o' new employees. ❑ Residential Districts. .......... ii - ......7 $500 NOTE: When multiple applications arc processed cmwmandy, Plus $5 per dwelling (_ unit units)- the appropriate fee shall be charged for each application. Notification Sign (Gly to mstan am remove)...................................................................................................................... S200 ❑� Property Owners' List within 500' (Gly to generate after preapplicabon meeting) .................................................. $3 per address Q Escrow for RecordingDocuments check all that apply) � addresses) ( PP Y) .................................................... ........... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation 2 Variance El Metes & Bounds Subdivision 3 docs. ❑ Wetland Alteration Permit ( ) ❑ Easements � easements) [I Deeds TOTAL FEE: $2,466.00 Section 2: Required Information Description of Proposal: Four lot subdivision and development plan Property Address or Location: Parcel #- 250033500 Total Acreage: 2.84 6480 Yosemite Legal Description: = CORN SE1/4 NE1/4 TH WLY PARALLEL WITH S LINE SE1/4 NE' Wetlands Present? ❑ Yes 0 No Present Zoning: Select One Requested Zoning: Select One Present Land Use Designation: Residential Low Dens Requested Land Use Designation* Residential Low Density Existing Use of Property: Residential _ _- HANHASSEN OCheck box if separate narrative is attached. v� 1 Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax Signature: Date: PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be found by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Kenneth Ashfeld and Barbara Bersie-Ashfeld Contact: Ken Ashfeld Address: 8480 Yosemite Phone: Lp?q (0351 City/SlatelZip: Excelsior, MN 55331 Cep: Email: shfeld maplegrove Fax -7e 0:5 "- 9!2g - (d q 1 8 Signature: Date: 10/1220 This application must be completed inI and must be accompanied by all information and plans required by applicable City Ordinance provisions. fore filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Todd McLouth (Loucks Associates) Contact: Todd McLouth Address: 7200 Hemlock Lane, Suite 300 Phone 7b3 - 41 to — 4 7 qZ_ City/State/Zip: Maple Grove/MN/553369 Cell: % I? - 7 0-7 Mat Email: Todd McLouth <TMcLouth@loucksinc.com> Fax: Section 4: Notification Information Who should receive copies of staff reports? 'Other Contact Information: ❑ Property Owner Via: E Email ❑ Mailed Paper Copy Name: Tom Goodrum ❑ Applicant Via: ❑ Email ❑ Mailed Paper Copy Address: 7200 Hemlock Lane, Suite 300 ❑ Engineer Via: 2 Email ❑ Mailed Paper Copy City/Stale/Zip: Maple Grove, MN 55389 ❑ Other Via: []Email ❑ Mailed Paper Copy Email: Tom Goodrum <TGoodrum(a)loucksinc.00m> INSTRUCTIONS TO APPLICANT: Complete all necessary forth fields, then select SA1lc � ORiyi to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. SAVE FORY PlttNfFOIiY SUfiMT FORY __. _ ,J � __�� "ate _ •rtw� � ...r inLoucKs - �_ y � �`"� r=r.\�\ moi\ � eeslW VIlY19n �•• _ 17 Al SHEET INDEX Cot COYER SIR:ET C11 D NG COFWIM PIAN C12 OEN101RI%PLAN Cbl WE PIAN C34 GRADW PLW C32 SLYRPPIAN Lad ANP NOTES &DETALS C<t U MN C&1 OETA& SWEET Lm TREE GNOR/PLAN al LAN MWEP lit woSCXEDETALS DEER HAVEN CHANHASSEN, MN PRELIMINARY SUBMITTAL: PRELIMINARY SITE, GRADING, UTILITY, LANDSCAPE & PLAT ANLA CONTACTS OWNER KEN ASHFELD 64&0 YOSEMITE AVE. CHANHASSEN, MN 55331 CN& ENGINEER LODCKS 7200 HEMLOCK UNE TODD MCLOl3TH. PE SORE 300 TEL: 76 3-4245 50 5 MAPLE GROVE, MN 55369 i.LoucKs •t, ------- L �'�+__ ® Gop u a,e can im LOUCKS LLoucKs `- LLOUCKS a r ®ci.. we ore c,n - . 1 =♦♦1 - d .�..._:..,..e. ��� �".`.'^"rte `�� iris ®r�.s�a.e cyl --- in LOUCKS I ! I 1 ®r�.s�a.e cyl --- in LOUCKS fm LOUCKS Is IMMM II mi vw 11 Mimi Is II mi vw 11 Mimi Is I4 in Irl: II Illi � 11 1=11=11=11=11=11=11=11— _ 1 ll� llll- �IL � • 1 1 JI. n°;r •S • � If . nn,r S Li=n n n it 11-ir nn ff L LOUCKS ® C oph�r Stage 0-e Call .r L fkr. L LOUCKS i ® C oph�r Stage 0-e Call .r L fkr. L LOUCKS ImmLOUCKS CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ( ss. COUNTY OF CARVER ) 1, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on November 19, 2020, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of a Public Hearing to Consider a Request for the Rezoning of Property from Rural Residential (RR) to Single -Family Residential (RSF) and Subdivision of 2.8 Acres into Four Single -Family Lots and One Outlot with Variances Located Southeast of the Cul -de -Sac for Wood Duck Lane and West of Yosemite Avenue, Planning Case No. 2020-22 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Kim T. Meuwissen, Deputy Subscribed and swom to before me this day of 2020. (Sea]) 4 Notary Public JEAN M STECI i0 N P&6ft4 m*w1 s That, neap is thither a legally retarded map nor a survey and IS not Intended to tie used as one. Thin map a a cornpiawn of recordsinformation and data located in venous city. county, state and federal offices and other sources regarding Me area shownand is m be used for reference purposes only The City does rot warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigationaltracking or any other purpose recuinng exacting measurement of distance or direction or precision in the depiction of geographic features The preceding disclaimer is prolnded pursuant to Minnesota Stables §466 03 Subd 21 (2000). and the user of mis map acknowledges that the CM mall not be liable for any damages. and expressly waives all claims and agrees to defend indemnifyand hold namlless the CM from any and all claims brought by User, its employees or agentsa mind psmes which an" out of the users access or use of data provided This map is nEdher a legally recorded map nor a survey and is not Intended to be used as one This map is a compilation of recordsudomaoon and data located in vanaus dry county state and federal offices and other sources regarding the area shownand is 10 he used for reference purposes only The City does not warrant that the Geographic Infor abon System (GIS) Data used to prepare this map are error free, and the City does rot represent that the GIS Data win be used for navigatanat tracking or any other purpose requiring eftawng measurement of distance or direction or precision in the depiction of geographic features The preceding drsdaimer a provided pursuant 10 Minnesota Statutes §466.03. Subd 21 (2000), and the user of mis map acknowledges that the CM Shan not be liable for any cartages, and expressly waives all claimsand agrees to defend indemnify. and hold harmless the City from any and an claims brought by User. its employees or agents. or third parties which anse out of the users access or use of data provided aTAX_NAME* aTAX_ADD_L1x *TAX ADD L2s *Next RecordsIsTAX_NAMEts *TAX_ADD_Lta *TAX ADD L2■ Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Tlms: Tuesday, December 1, 2020 at 7:00 p.m. This hearing may not start until later in the evening,depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. The purpose of this hearing is to consider a request for the rezoning of property from Rural Residential (RR) to Single-Famlly Proposal: Residential (RSF) and subdivision of 2.8 acres into four single- family lots and one oullol with variances located southeast of the cui-de-sac for Wood Duck Lane and west of Yosemite Avenue. Property Owner: Kenneth Ashfeki 8 Barbara Bersie-Ashfeld Property 8480 Yosemite Avenue Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens W Wthe public hearing through the following steps : 1. Staff will give an overview of the proposed project. at Meeting: 2 The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the If you want to see the plans before the meeting, please visit the city's Proposed Development webpage at: www.ci.chanhassen.mn.us/2020-22. if you wish to talk to someone about this project, please contact Bob Generous by Questions & email at baenerous(&ci chanhassen.mn.us or by phone at 952 - Comments: 227-1131. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the city's website the Thursday prior to the Planning Commission meeting. NEWI Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mmusinotifyine to sign u I Cly aaetee Procedure: . SWdnvr, RemW [teal Ceveiopesne. see Ii Renws, Coneetiarl aM Yeeren Uses, weXeb AWaaela. Rero,vnpe. Caprdlelee PleINMMlwIte ON, Coy Arlrnerwerpee a P a hearing bebn M Plenrg Carwesebn Gly anaerea requier plapery Weansm leedM ngeewbaMere dreepplevo nee to Any nlereeted Pengn elvaaab were M rrraalae. . SW prepeea neat p M cubical eppksaen M YMIIdee a parolee vaarrlwm erld • ramrwnendalbn Thee lePorle re av*Wft by eipteN. NMPIeWIXe CIO eete rrOne, 9,w MaM evere ovewevdMrpataM enamnlrrlaewn liM yin weeaprd b Mpalobepaak MPMg mopndM11ae1L Freese. Tlr Crenmeebn wlA dose Me pi Mai seed deoi M em and stair •r111 —dobe b M Cly Cmined. The Cay Candi Ivey levee. dkm m modify Welly a Pertly the %eIWN CMW AB"ft Iamwmdom . Phone, e, laid I e One loft arnwN s lava a liable IMIaM votedMcey Caurld swap see i& artesabre arerlenpe Sad rebpNalb . Vinneela state, Btelute 519,90 epee ON appleebr b be processed ON 6 so des urbu M rpplMt woo M elaMrd saes appMesone da b Over anlpipayeayesewr meta w,,, gala An pum OMeg ioloatlewlboanalphM paw ahaatl drill wish M Kerte C ipartrllera repeftlp a stapes i M aotteeary ter M CRY ceu d e i -AnsWileorhoodspokespersonInerwordslaksseswpe bprwXte•aorrad larM oby CMndelrbpereare alleolWaOe-b eev Wm the netow ood rpedhp Mk papoaat. elw le airs evapede b nvlew M pales Win eery aXereeied paraelta). • a oti M mennev COmrnnbrl heft M PL6k heanns IM co CWnol does NO IAaM W talent arra wy arlepprkblaN repedrgeeapphotM"Wkrlltledin MroWl ft CMCana1 MyouWM bnM awMMg IIMNMldad in M rapi ranted M me,ner, start reined or, M meefehon Notice of Public Hearing Chanhassen Planning Commission Meeting Date 8 Time: Tuesday, December 1, 2020 at 7:00 P.M. This hearing may not start until later In the evening, depending on the order of the nenda. Location: City Hall Council Chambers, 7700 Markel Blvd. The purpose of this hearing is to consider a request for the rezoning of property from Rural Residential (RR) to Single -Family Proposal: Residential (RSF) and subdivision of 2.8 acres into four single- family lots and one outlot with variances located southeast of the cul-de-sac for Wood Duck Lane and west of Yosemite Avenue. Property Owner. I Kenneth AsMeld 8 Barbara Bersie-Ashfald Property 8480 Yosemite Avenue Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens W Wthe public hearing through the following steps : 1. Staff will give an overview of the proposed project. Meeting: at g: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. _ If you want to see the plans before the meeting, please visit the city's Proposed Development webpage at: www.ci.chanhassen.mn.us/2020-22. If you wish to talk to someone about this project, please contact Bob Generous by email Questions & at beenerousOci chanhassen mn us or by phone at 952-227-1131. Comments: If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the city's website the Thursday prior to the Planning Commission meeting. email and/or text notifications when meeting agendas, NEWI Sign up to receive packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mmus/nobifyine to sign u I ly Neel.. ieheoe ei e B14aneme. Plrvrd UM MeebVn . Sft Pbl Rebase, Cond* W aM eeren Ue», we IeNo Mehe.e Rezomrge. CerpnllrrNe Pbl AlrwrlerwNe end Coy Mlebrlwe npea apiblic aeeg Noonae Plemv,p Commmewn City a'elleleelaelale apopely eNwl Spp/eldMedyad eMebMMMbddMePPeutwnnvrnm0 ArW nneraslse wrtY �s Xlwlw 0 t cease. . Ste pr.P..e erped on fie AI appaeaew aw Xlcllran r pearlee WOW" Non lied alealMlMlderr Theca name aro n,.a.debyregO IUMPbeee Cam+rwlneelYla Rwwomaverpr ereWw orae new end a racm l0wm The, Nen wRpeap~far MPUbk IDWO OW Mpapee/WOW 1311NO panne. TMCerarllbbreeaNeeM "e,helrlp elddbeleMNpeeldMeanmesrwWXNbnbMCey CancM TM CM CaeXA mry nwere. sa+memodlry W,dlyer parity M Plpblrla COMeeews reaaalwldebn. RemMge, btl un 9,M cede emnMmwXe tine • eurmte m.iorrly vda d M CIy CerWs eWaept naaepe alb land Ise aeeleYwae bar I,Nen 60 a m cammerthel owical. . 9iate Ste1W 90lepiee w ayPpee WXete 9a maws appeent eenee Ise e b nionne, h th rri Portion a Ihroupn Ips lin wi t c say Some pplatlone due tothee IwelpWayday We SNN,, ir"Cheg ubbYadem stoordrt Aii ttoarpbe. pmase ehaultl deck wren IM Plarlrer10 CepeAnlarX raaeeelp ns etelue end ter M CNy Marg wfoYee deveb e A nal "h thee. W boiNoo eaWepreneetlW M,Illeourapad to Prowy a arXW for ON, dlY. Often ftvetePen aro enoourepetl ro meal weh negY hobeee Sew is Neo evebbtebevlewMpeieelwM fry4llar pereanlsl. NW • eerause X+9, Plennnp Cmnmrsson Mltls n9, public pnnnp. the City Coundl tloee noL SXIWae A Ia/an end eery areepantlerKe N, Conn .....n Ihkl rapaMrq the eppiunon vnrl heindleled in the report to IM City CWndl X you WM b tie emWterg b ba.Marded n M report, senilis Ire phininm SteX Wson named on IM rrinnn,m TAX-NAME TAX _ADD _L1 TAX ADD SITEADD PIN HOME PARTNERS GA 2015 LLC 1205 RIVERSIDE PLAZA STE 2000 _L2 CHICAGO, IL 60606-6995 1691 PINTAIL CIR 256070180 IRENE TRICK 141 CHONG-ZHONG ROAD, ZUOYING DISTRICT KAOHSIUNG 81361, TAIWAN R.O.C. 162163RD ST W 254150041 JASON A LEPAGE 161063RD ST W EXCELSIOR, MN 55331- 161063RD ST W 257970020 JAY MEYER 161163RD 5T W EXCELSIOR, MN 55331-9001 1611 63RD ST W 258050011 STEPHANIE A GOLDMAN 1611 ANTHEM PL EXCELSIOR, MN 55331 1611 ANTHEM PLAC 250650040 AARON N MAKI 1616 W 63RD ST EXCELSIOR, MN 55331-9002 161663RD ST W 257970010 CHRISTINE ANN BURY 162063RD ST W EXCELSIOR, MN 55331-9002 162063RD 5T W 256710120 BRADY LINDEMANN 1620 ANTHEM PL EXCELSIOR, MN 55331-4306 1620 ANTHEM PLAC 250650110 SOLUM AND CULLEN REV TRUST 163063RD ST W EXCELSIOR, MN 55331-9056 1630 63RD ST W 256710110 AMY EBERT HAGGERTY 163163RD ST W EXCELSIOR, MN 55331 163163RD ST W 254150040 JOEL ARNASON 1631 ANTHEM PL EXCELSIOR, MN 55331 1631 ANTHEM PLAC 250650060 ANN NYE REV TRUST 1641 63RD ST W EXCELSIOR, MN 55331-9001 1641 63RD ST W 254150012 DESIREE ZIMMERMAN 1641 WOOD DUCK LN EXCELSIOR, MN 55331 1641 WOOD DUCK LN 256070220 TIMOTHY J LINDQUIST 1650 LAKE LUCY RD EXCELSIOR, MN 55331-9023 1650 LAKE LUCY RD 250033800 KATHRYN MULCAHY 1651 ANTHEM PL EXCELSIOR, MN 55331-4306 1651 ANTHEM PLAC 250650080 WILLARD & SHIRLEY A JOHNSON 1660 63RD ST W EXCELSIOR, MN 55331-9056 166063RD ST W 256710100 AIMEE ROESLER 1660 ANTHEM PL EXCELSIOR, MN 55331 1660 ANTHEM PLAC 250650100 ADAM JOHN PETERSON 1661 WOOD DUCK LN EXCELSIOR, MN 55331 1661 WOOD DUCK LN 256070210 WILLIAM P STROUT JR 1670 LAKE LUCY RD EXCELSIOR, MN 55331-9023 1670 LAKE LUCY RD 250033200 MICHAEL T & LYSSA L CAMPBELL 1671 PINTAIL CIR EXCELSIOR, MN 55331-9098 1671 PINTAIL CIR 256070200 TRUST AGREEMENT OF ROBERT & PATRICIA DEV 1681 63RD ST W EXCELSIOR, MN 55331-9001 168163RD ST W 254150010 PHILIP C & MARGARET A MARSTON 1681 PINTAIL CIR EXCELSIOR, MN 55331-9098 1681 PINTAIL CIR 256070190 ROBERT A & LINDA M GUNDERSEN 1690 WOOD DUCK LN EXCELSIOR, MN 55331-9093 1690 WOOD DUCK LN 256070120 BART T & ANNETTE R ELLSON 1700 TEAL CIR EXCELSIOR, MN 55331-9097 1700 TEAL CIR 256070110 NEIL R & KATHLEEN CAULEY 1701 PINTAIL CIR EXCELSIOR, MN 55331-3100 1701 PINTAIL CIR 256070170 VIJAY VENKATARAMAN 1710 TEAL CIR EXCELSIOR, MN 55331-9097 1710 TEAL CIR 256960020 SHERYL K LARSON 1711 WOOD DUCK LN EXCELSIOR, MN 55331.9076 1711 WOOD DUCK LN 256070160 PAUL ORVIS TWENGE 1720 WOOD DUCK LN EXCELSIOR, MN 55331-9077 1720 WOOD DUCK LN 256070090 SUKO BUDIJONO 1721 WOOD DUCK CIR EXCELSIOR, MN 55331-9096 1721 WOOD DUCK CIR 256960010 NICHOLAS 1 WALSTROM 1721 WOOD DUCK LN EXCELSIOR, MN 55331-9076 1721 WOOD DUCK ON 256070150 MICHAEL A & KERRY K PUZAK 1730 WOOD DUCK CIR EXCELSIOR, MN 55331-9096 1730 WOOD DUCK CIR 256070050 BREE JORGEN5ON 1731 WOOD DUCK CIR EXCELSIOR, MN 55331-9096 1731 WOOD DUCK CIR 256070070 DAVID W & HOLLY A JUDO 1731 WOOD DUCK LN EXCELSIOR, MN 55331-9076 1731 WOOD DUCK LN 256070140 YUNSHA HE 2841 COACH CT CHANHASSEN, MN 55317 1661 63RD ST W 254150011 TRAVIS ROBERTSON 3662 SHADY OAK RD MINNETONKA, MN 55305 1601 ANTHEM PLAC 250650030 TODD D BOGEMA 6373 YOSEMITE EXCELSIOR, MN 55331-9044 6371 YOSEMITE AVE 250023500 HUE & CATHERINE J LAM IT REV LVG TRST 6401 YOSEMITE EXCELSIOR, MN 55331-9036 6403 YOSEMITE AVE 250023200 CHARLES B HEBERT 6411 YOSEMITE EXCELSIOR, MN 55331-9036 6411 YOSEMITE AVE 250023300 SCOTT L HENRY 6420 YOSEMITE AVE EXCELSIOR, MN 55331-9037 6420 YOSEMITE AVE 258050020 VICTORIA ANNE SIMPSON 6430YOSEMITE EXCELSIOR, MN 55331-9037 6430 YOSEMITE AVE 258050030 DONALD M & CAROL OELKE 6431 YOSEMITE EXCELSIOR, MN 55331-9036 6431 YOSEMITE AVE 250022700 MICHAEL RISHAVY 6440 YOSEMITE AVE EXCELSIOR, MN 55331-9037 6440 YOSEMITE AVE 256850010 DAVID L PETERSON 6451 YOSEMITE EXCELSIOR, MN 55331-9036 6451 YOSEMITE AVE 250022500 MARK R RANDALL KATHRYN 1 BERSCHEIT KENNETH ASHFELD RYAN WILLIAM YANKOUPE SUSAN JORGENSEN CHRISTOPHER PAULSON MCDONALD CONSTRUCTION INC EDWARD S RUEDA ERIC BULL 6460YOSEMITE 6470 YOSEMITE AVE 6480 YOSEMITE AVE 6483 YOSEMITE 6510 YOSEMITE 660 N 2ND ST UNIT 305 7601145TH ST W 7604 IR000OIS AVE PO BOX 672 EXCELSIOR, MN 55331-9037 EXCELSIOR, MN 55331-9037 EXCELSIOR, MN 55331 EXCELSIOR, MN 55331-9036 EXCELSIOR, MN 55331-9038 MINNEAPOLIS, MN 55401 APPLE VALLEY, MN 55124-5511 CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 6460 YOSEMITE AVE 6470 YOSEMITE AVE 6480 YOSEMITE AVE 6483 YOSEMITE AVE 6510 YOSEMITE AVE 1641 ANTHEM PLAC 1591 ANTHEM PLAC 1621 ANTHEM PLAC 1661 ANTHEM PLAC 256850030 256850040 250033500 257860010 256850050 250650070 250650020 250650050 250650090 MCDONALD CONSTRUCTION INC JAY MEYER 7601145TH ST W 161163RD ST W APPLE VALLEY, MN 55124-5511 EXCELSIOR, MN 55331-9001 1580 ANTHEM PLAC 6410 YOSEMITE AVE 250650120 258050012 9 A r N LEGEND r " , I __• � FOUND OPEN IRON MONUMENT —»— STORM SEWER / Y �/ / / / / I r I -- I . — ' UNLESS SHOWN OTHERWISE L j A r > SANITARY SEW= 11 �- c_ 1 _ i, e I I _ J( / 1 c i , � __Ci SET 1/2 INCH X 14 INCH IRON - I WATERMAIN I -r A -,- r - roposed Street _ r , ,� / tV/ I _F �I ^�— I / I / F_ Easement ----- J \ \ / 1 I MONUMENT, MARKED °LS 48988" I I I I I I I I I I ( /-- �i \ / \ ,-= — �_ `� \�`. a -->----->-- MAPPED SANITARY SEWER II I I I I I I I I _L _ 4 —� L — WL '4 -� / - \ m O FOUND CAST IRON MONUMENT ELE— UNDERGROUND ELECTRIC __�_J_ 1-4 1 {'111 I 'A ` I - r_.-_--... ...._ _.\� _ — — —�WL� y I - 1._ '- -��+� - r+'•�'� t i till ,�� i- ti Al r , \ - / / ' / /"�i- �4'---�\-w-`-'- /�\ 1 \ tMl• _-. -- .-. _- _ _ __ __ _ r J - FOUND STONE WS— UNDERGROUND GAS h/y / tf/I/�_II !1, +4_. v \ I ` I „ J�] RECORD DOCUMENT —TEL — UNDERGROUND TELEPHONE / G l / fr{ , / � / / L _ I , , r / 1 5�As / r— - N -- – 4 / / I �-- - r_ _�� / _ / / /� / - _ / /"� _ - ELEV THRESHOLD —� OVERHEAD UTI _ITY l 1 / I l / " , ! TU.M I N 0 U S � -__—N \�T1 SID M_ J f r r _ ;. ` \ I / L1� / /NH TOP NUT HYDRANT —o o— CHAIN LINK FENCE 5`60 i' ._ [s —�—o— WOOD FENCE � / �— / /! / / 1 I I I I I f"t (�+ ��� ��..,.>•" �` 1 CATCH BASIN — //�� STORM MANHOLE _ CONCRETE CURB SANITARY MANHOLE RETAINING WALL r� 201 / ,`_"�-�-' \ \ /,... t (y_ •5�0../ BITUMINOUS / '� - I I 1 / ,, _`• ,_ \ \ _ — — _ \ \ ./ / \ / sml / HYDRANT J \,y \ 9 y .]52. Jr6� _____-/-- I 5.3.t� '. ` � — .— — � � ~ \.� \ -`� ' ry '022ro� � CONCRETE Droino e &­'cQIIt Eosement-- .� Q" , — - s 1 < � ✓ / / x / \ \ , `N � \ / / � � \ \ - t a V , p0� L DG GATE VALVE CO ELECTRIC METER EXISTING BUILDING \ i 1 f �\ : \ �'� \ \ I / ® GAS METER \ 1312 CONTOUR 1 CONTOUR .A9 7 � �l.f''.,'�l� T Y .� I 0 , \� \ ` '� kj* l —, \ \ \ \ �' �, t / F GUY WIRE .9725 SPOT ELEVATION 1 a 1-+�\; =4 i r"I' \ •, \ '\ \ \ \ \ \ / / , t \ I \ LIGHT POLE\I A y I 1 ` > \ Owner. Michael &Miche rA \ i � � CONIFEROUS TREE — Y �I \` \ \ \ \ \ \ / \ / V 0 POWER POLE -f \ \ '-dam © TELEPHONE PEDESTAL \ \� L I .- ^\ \ c1� 1 ,- \ \ SITE DATA , - / m ` \C' �j _20 \ ' \ \ \ DECIDUOUS TREE ' , \ \ e SERVICE CLEANOUT � 3°Asr Areas \ / i "MA +i7 As i li \ \ \ Lot 1, Block 1 = 15,148 +/- square feet or 0.35 +/- acres m ADDRESS POST A5 ASH MA MAPLE \ \ I / t -+, I/ \ \ \ \ \ \ Lot 2, Block 1 = 15,079 +/- square feet or 0.35 +/- acres ✓, m 1 i , \ / \ \ \ \ \ Lot 3, Block 1 = 18,012 +/- square feet or 0.41 +/- acres ❑H HAND HOLE Ap APPLE ai PINE 5' \ �Wy\ \ \ Lot 4, Block 1 = 47,843 +/- square feet or 1.10 +/- acres m CURB STOP eo BOXELDER wA WALNUT j� - SSBI t I r „ V\ ` — ^ i \ \ \ \ \ \ \ OUTLOT A = 26,297 +/- square feet or 0.60 +/-acres / y 1aa, y Zg —eSB } f\ , \ \ \ Total Plat Area = 122,379 +/- square feet or 2.81 +/- acres EI ELM sp SPRUCE 'x-150.79 - - /I !f ` \ �"• \� \ < \• \ \ H6 HACKBERRY BSBL _ - I \ I �/ •b,U\ �- - \ \ — _ _ Q,1, \ \� — _ � � � DESCRIPTION OF PROPERTY SURVEYED asei v' \_ — ��'-"i i �' } ✓ / -'ws \ \ \ \ \ \ \ \ \ (Per Schedule A of the herein referenced Title Commitment File No: 2164018-14405) `,0V `� \� \ \ \ \ \ \ \, That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota, described as follows: —103, — — — — — — �\—I �� c 1�_ \ \ \ \ \ \ Beginning at the Northeast corner of said Southeast Quarter of the Northeast Quarter; thence Southerly along th � East line.of said Southeast Quarter of the -wA� \ \ \ \ \ \ \ \ Northeast Quarter to a point 660 feet North of the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the f- 2 I ` _ / \ \\ \ \ \ \ South line Southeast Quarter of the Northeast Quarter a distance of 281.07 feet; thence Northeasterly to a point on the North line of said Southeast Quarter \ / X / / ice\ I — �- — — J ��� \ \ \ \ \ \ \ \ \ of the Northeast Quarter distance 198.0 feet Westerly from the point of beginning; thence Easterly along s ad North line 198.0 feet to _he point of \ \ \r' m _ \� Y� o I / -� \ \ \ \ \ \ \ \ \ beginning, except the North 50.0 feet thereof, Carver County, Minnesota. _ \ \ \ AS 2 * ' r I o o /� — ra, — \ \\ \ \ \ \ Records of Carver County, Minnesota. 1aA5 i' ♦ % `:— —ros l P — — / — \ \ \\ \\\ \\\\ \ GENERAL NOTES \ ---_ByBI —T-- �roroI SURVEYOR: OWNER/DEVELOPER: \ '4%k 'Ito, -�BS�� o / \ ` \ Loucks Ken Ashfeld _ — ,1O6vI / \'� /. Y ` \ I I I 1 7200 Hemlock Lane, Suite 300 6480 Yosemite Ave. - - _ I / / / I �\ / / / I I I Maple Grove, MN 55330 Chanhassen, MN 55331 Tlej Ma; R kand1i: 763-424-5505 / 1 I / I 612-581-8716 % af_ i 1 /j J M ... -1 / / / / 1 \ 1 / / / / / / / / / 1. Prepared October 13, 2020. COD 2. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conductin 1 the fieldwork is 6840 Yosemite Ave. 1/ /e,2, i 3. The Gross land area is 122,379 +/- square feet or 2.81 +/- acres. 211 _/ /),J, " .d / / — �I�"o PO I / / p \ o I I �/ / / / / / / ! 4. The bearings for this survey are based on the Carver County Coordinate System NAD 83 (1986 Adjust). _=� 5. Benchmark: MnDOT GALPIN MNDT RESET �'faa L''0 1 I as I / �, / // / Elevation = 951.47 (NAVD88) �q 1 Site Benchmark: T.N.H. on the east side of Yosemite Ave and 150.0± feet south of the driveway entrance to t Te subject property. / rye 5eme. t p4 2 I\ \ 1Cal � I I I I - / / / /// j // /� / Elevation = 1027.88 (NAVD88) / ) \ // 6. We have shown underground utilities on and/or serving the surveyed roe per Gopher State One -Call Ticket Nos. 202402368, 202402364. The / \ \ � , 1 � 1 I $�� \ � / �, �, o ilv, I ✓ / V / // �/ // /// / i 9 9 Y property rtY P P L / / following utilities and municipalities were notified: City of Chanhassen (952) 227-1300 Centurylink (800) 778-91<.0 BSBL 70 5 I o }� , / /./„(/ / / /j�/ / / Mediacom (952) 443-2840 Center Point Energy (612) 321-44,'1 -�- t N , / �/N w// / / /// /�/r� // / / / / // / / / Xcel Energy (800) 895-4999 iutl'its e >e - t Der L'- N82 9 9 E o Doc.No. 181,2'5 h� Iii �- c_,_ _ ,� - ,o J// / , f / / / i. Utility operators do not consistently respond to locate requests through the Gopher State One Call service for surveying purposes such as this. Those \o N88 916"/ 4 / / -,; / // �/ / / / utility operators that do respond, often will not locate utilities from their main line to the customer's structl/re or facility. They consider those utilities �Sr N 4 5 �2 �c� -/� _ // % / X / / / i / P n p Y P P property 1 9 P P Y r0'� — // / / / / / private” installations that are outside their jurisdiction. These "private" utilities on the surveyed roe Jr adjoining properties, ma nut be located J// // / since mostoperators erators will not mark such "private" utilities. A private utility locator may be contacted to inv =sti ate these utilities further, :frequested uested I \ \ \ \ 90 roq \ off/ P P P tY Y 9 q by the client. ii. Mas provided b those notified above, either alongwith a field location or in lieu of such a location, are ve often inaccurate or inconclusive. I �' I i _' I—`� /// ✓ /�/// i / / / / /i / EXTRME CAUTION MUST BE EXERCISED BEFORAN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 811 or 651 454-0002. < f s► /// / iii— / �/ J, / .: f / / 6. Trees shown hereon are 8 inch diameter at breast height or greater. Other trees, less than 8 inches, may be on site but are not shown hereon. 7. Terms and Conditions of Easement Agreement dated June 27, 1994, August 25, 1995, as Document No. 184?14. I 1 v Shown hereon alongthe west side of the property. 0 30 60 /�� / 8. Terms and Conditions of Easement Agreement dated June 27, 1994, August 25, 1995, as Document No. 184?15. —1039 — / // j/� — % �/ //'/ / / / j Shown hereon alongthe west side of theproperty. SCALE IN FEET \ I/ �� \ \ -1038- — — \ \ low — — / / // / �/� /// — — I - f _ / / / / / / 9. The field work was completed on September 15, 2020. //� / // // _ � � �—� c`_perJ . //� � j// / // j / / / / / / / /7 10. The sanitary sewer line appears to be outside of the easement at the SE corner of Lot b, Block 3, PHEASANT HILLS 4TH ADDITION PROPOSED .1\ ` I i — \ \ \ — j BOSS / � i � // // // / �/ / / / / / / / I � / � / / / / / DRAINAGE AND UTILITY EASEMENTS ARE _ ` ._...,_►' /�/// �/ ///// / / / ' — / / / / / ZONING INFORMATION SHOWN THUS: (NOT TO SCALE) \r--_. / ��// Current Zoning: "RR' (Rural Residential District) I f- 5 Any zoning classification, setback requirements, height and floor space area restrictions, and parking requirements, shown hereon, was researched to the // / / best of our ability and is open to interpretation. Per the City of Chanhassen Zoning Map and City Code, on October 12, 2020; information for the subject j/ // / ro10 10e Is as follows: J L Current Zoning: "RR" (Rural Residential District) Proposed Zoning "RSF" (Rural Single Family District) - r, / ��aps" I / n" / " Current Setbacks: Proposed Setbacks: BEING 5 FEET IN WIDTH, UNLESS OTHERWISE / / / ` / / / // / / / /// /// f Front 50 feet Front 30 feet INDICATED AND ADJOINING LOT LINES, AND -J �^ Side 10 feet Side 10 feet BEING 10 FEET IN WIDTH, UNLESS OTHERWISE Rear 50 feet Rear 30 feet INDICATED, AND ADJOINING RIGHT-OF-WAY / / /" 2>�j•Q) / LINES, AS SHOWN ON THE PLAT..t:/ / / /�c��'�y �✓ j ' // "\ �� ,l �- r rr - /r A �- Height 3 stories or 35 feet Height 3 stories or 35 feetJ6 e AKIle mim LouCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com • • CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CARD files shall not be used on other projects, for additions to this project, or for completion of this projett by others without written approval by the Consultant With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional rev -o s additioner or deleCons to these CADD files shall be made at the full risk of that parry making such revisions, additions, or deletions and that parry shalt hold harmless and indemnify the Consultant from any & all responsibilities, diane, and liabilities. 10/14/20 PRELIMINARY PLAT ISSUED 11/06/20 REVISED LOTS 11/09/20 REVISED EASEMENTS CITY OF CHANHASSEN RECEIVED NOV 10 2020 MHASSEN PLANING DEPT I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State ofoff Mmriess000ttn Max L. Stanislowski - PLS License No. 48988 Date 10/14/20 • • -• Loucks Project No. 20327 Project Lead MS Drawn By NL Checked By MS Field Crew MA ,,e -0t, - SHEET INDEX CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS w x w 0 C) DEER HAVEN CHANHASSEN, MN PRELIMINARY SUBMITTAL: PRELIMINARY SITE, GRADING, UTILITY, LANDSCAPE & PLAT ANTHEM PL. Ilil� - 1���� 11 sc YUbtMI I t AV L t PROJECT AREA CONTACTS OWNER KEN ASHFELD 6480 YOSEMITE AVE. CHANHASSEN, MN 55331 CIVIL ENGINEER LOUCKS 7200 HEMLOCK LANE SUITE 300 MAPLE GROVE, MN 55369 :.LoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com 41)D OUALIFICATIC CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD dowing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to those CADD files shall be made at the full risk of that parry making such revisions, additions or deletions and that party shall hold harmless and ndemody the Consultant from any & all responsibilities, clams and liabilities. ���i a ��u a rews� ai r.� [•� o L� 11-09-20 PRELIMINARY SUBMITTAL CITY OF CHANHASSEN RECEIVED NOV 10 2020 CHANHASSEN PLANNING DEPT I hereby certify that this plan, specification or re o was prepared by me or under my direct supervi a that I am a duly Licensed Professional ngre the laws of the State of Min`ne\�so,Itl�a\` ` __ Lice-Id W.'McLOuth - PE 20383 Dat ` 11-09-20 Loucks Project No. 20327 Project Lead TWM Drawn By TRIG Checked By TWM Review Date 11-09-20 TODD IMCLOUTH, PE TEL: 7(3-424-5505 �-laancma:� CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET 11-1 TREE CANOPY PLAN 12-1 LANDSCAPE PLAN 13-1 LANDSCAPE DETAILS TODD IMCLOUTH, PE TEL: 7(3-424-5505 \ \ I I 441-7 DESCRIPTION y/ X / I / / O? I \ \ \ \ \ I \ ,,\ H�\ ; � \\/ / ��� + DESCRIPTION OF PROPERTY SURVEYED � \ / \ \ \ \ / \ � / � \ \ \ — — (Per Schedule A of the herein referenced Title Commitment File No: 2164018-14405) That part of the Southeast Quarter of the Northeast Qui rter of Section 3, Township 1'16, Range 23, Carver County, Minnesota, described as follows: Be,3inning at the Northeast corner of said — — \ Southeast Quarter of the Northeast Quarter; thence SoLtherly along the East line of said Southeast \ — /',L ` ` / / \� /� \ \ , \ - — — — — — — — — \ \ \ \ Quarter of the Northeast Quarter to a point 660 fe �t North of the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the South lice Southeast JAI Quarter of the Northeast Quarter a distance of 281.07 f yet; thence Northeasterly to a point on the North line of said Southeast Quarter of the Northeast Qt arter distance 198.0 feet Westerly from the point of beginning; thence Easterly along Siad North ine 198.0 feet to the of beginning, 'r / / /� \ — J \� I \ / / / / _ -rose _ — — — — \ \ \ \ \ , except the North 50.0 feet thereof, Carver County, Minrnsota. \ \ \ I \I Records of Carver County,Minnesota. a/i 10 H13 li I D 1 SP1) I \ 1 \ -t 19 b'AS1 1 135"B01s 15,5 1 10 B0, 5EL7 " 19"PI 1—V 71"MA 1WAS I �� ��yf IAl 1 '8.5 I / / I `� I I t •_�3 ra;�"MA 1:*� ✓ .. I I �Qy 17/ ti i I a I I / F 75MAI I I 5AS 1- / 19 MA i' / ,2' / A5 1 / \ z _ I \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ 11\x___'''// \ +175'AP 1 I \ I --------_(----------_— t — / \ 1 I 4135 AS 1 \ / \ \ \ \ I I 1 1 1 I \ \\ \ � \ �"WA, +25'WA1 42 11 1a ., 1� 11WA 1 iry. i"t \ I A �_ .5 15, S J \ Y / f 55 WA 1a _ 1 T AS _ wA - 1 I \ V A \ \ V vvv v� v v v 55'P ' A 1 4.\ \ \ \ / / / / D" 22 PI 1 e 15.5"PI 1 oFi II / /'y..'., !'SPI , 0J A51- \ I I \ \ I \ \ I S4 pM=11001261..9712V IN S Pl 12 INV --1005. X >TU S -t-a ,55°II, / ry117RIM=102L3a'� \ INV=1017.871 011 1s^As'{� / li ON �� 15"RCP /R 022,08 CALL E =FORE YOU DIGI Gopher State One Call TWIN CITY AREA: 651-454-0002 fis 1 TOLL FREE: 1-800-252-1166 0 30 60 SCALE IN FEET :. LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are Instruments of the. Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CARD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that parry making such revisions, additions or deletons and that parry shall hold harmless and indemnify the Consul2rt frou any & all responsibllltios, claim5. and liabilities X111:11911 d r_1 AAH- VANl F�1 L9"7 11-09-20 PRELIMINARY SUBMITTAL DROFFSSIC I hereby certify that this plan, specification or rezorl was prepared by, me or under my direct suth pervi at am a duly Licensed Professional ng e the laws of the State of Minnesota. ��.T�d R McLOuth - PE Lice(tli 20383 Dat ` 11-09-20 ��llle\U\'LK�7� Il:i�l� Loucks Project No. EXISTING CONDITIONS GENERAL NOTES / — — Drawn By — — 1. The address, if disclosed in documents provided to or obtained by the surveyor, or o'oserved ^tis 1 while conducting the fieldwork is 6840 Yosemite Ave. St 2. The Gross land area is 122,379 +/- square feet or 2.81 +/- acres. $1 3. The bearings for this survey are based on the Carver C aunty Coordinate System NAG 83 (1986 C4-1 Adjust). / \4. Benchmark: MnDOT GALPIN MNDT RESET 1_1-1 Elevation = 951.47 (NAVD88) L2-1 Site Benchmark: T.N.H. on the east side of Yosemite A,re and 150.0± feet south of the driveway I entrance to the subject property. o Elevation = 1027.88 (NAVD88) ad 5. We have shown underground utilities on and/or servin 3 the surveyed property per G,.)pher State One -Call Ticket Nos. 202402368, 202402364. Th: following utilities and municipalities were notified: „^8 0, City of Chanhassen (952) 227-1300 Centurylink I (800) 778-9140 Mediacom (952) 443-2840 Center Point Energy (612) 321-4421 Xcel Energy (800) 895-4999r fi. Utility operators do not consistently respond to locte requests through the Gopher State Call service for surveying purposes such as thi<. Those utility operators that do respond, iOne often will not locate utilities from their main line to he customer's structure or fac lity. They f consider those utilities "private" installations that al a outside their jurisdiction. Th,>se "private" -; utilities on the surveyed property or adjoi ling properties, may not be located since 3°AS I \ most operators will not mark such "private" utilities A private utility locator may Le / contacted to investigate these utilities further, if requested by the client. \ ii. Maps provided by those notified above, either alon 3 with a field location or in lieu of such a I location, are very often inaccurate or inconclusive. E XTREME CAUTION MUST BE °"EL i -c, �R EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE, BEFORE \ / DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 811 or (651) 454-0002 I 6. Trees shown hereon are 8 inch diameter at breast heicnt or greater. Other trees, less than 8 inches, may be on site but are not shown hereon. 101IB01 D — — 7. Terms and Conditions of Easement Agreement dated .lune 27, 1994, August 25, 1995, as I7"As t Document No. 184214. 1-+° Shown hereon along the west side of the property. 8- Terms and Conditions of Easement Agreement dated .lune 27, 1994, August 25, 199'3, as s 1 105"As 1 Document No. 184215. Shown hereon along the west side of the property. 1 'AS 1 9. The field work was completed on September 15, 2020 10. The sanitary sewer line appears to be outside of the e<sement at the SE corner of Lo' 6, Block 3, PHEASANT HILLS 4TH ADDITION O 1s^As'{� / li ON �� 15"RCP /R 022,08 CALL E =FORE YOU DIGI Gopher State One Call TWIN CITY AREA: 651-454-0002 fis 1 TOLL FREE: 1-800-252-1166 0 30 60 SCALE IN FEET :. LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are Instruments of the. Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CARD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that parry making such revisions, additions or deletons and that parry shall hold harmless and indemnify the Consul2rt frou any & all responsibllltios, claim5. and liabilities X111:11911 d r_1 AAH- VANl F�1 L9"7 11-09-20 PRELIMINARY SUBMITTAL DROFFSSIC I hereby certify that this plan, specification or rezorl was prepared by, me or under my direct suth pervi at am a duly Licensed Professional ng e the laws of the State of Minnesota. ��.T�d R McLOuth - PE Lice(tli 20383 Dat ` 11-09-20 ��llle\U\'LK�7� Il:i�l� Loucks Project No. 20327 Project Lead TWM Drawn By TRG Checked By TWM Review Date 11-09-20 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET 1_1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN 1-3-1 LANDSCAPE DETAILS N 0 N P O v 0 I Owner. Phi/ip C & Margaret A 0 Owner, Michoe/ T ` & (ysso G Com,. .. \ �o Bir N / / - -g - (9y / / m SITE DEMOLITION SPECIFIC %TIONS CONTRACTOR SHALL REMOVE ANDA )R RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COOI.DINATE ACTIVITIES WITH UTILFY COMPANIES. 2 2. CONTRACTOR SHALL PROTECT SURF,%CE AND SUBSURFACE FEATURES NOT NOTED xxxzxxxzxzxz RETAINING WALLS, PAVEMENT Drawn By FOR REMOVAL. > BILLBOARDS, ETC. Review Date REMOVE EXISTING STORM, 3. CONTRACTOR TO CLEAR AND GRUB=XISTING VEGETATION WITHIN C3-3 SWPP NOTES & DETAILS CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON-SITE. REFER TO REMOVE EXISTING TREE C8-1 GRADING PLAN AND SWPPP FOR SEC IMENT AND EROSION CONTROL o TREE CANOPY PLAN REQUIREMENTS. R L3-1 Gopher State One Call 4. CLEAR AND GRUB AND REMOVE ALL FREES, VEGETATION AND SITE DEBRIS PRIOR TOLL FREE: 1-800-252-11166166 TO GRADING. ALL REMOVED MATERI \L SHALL BE HAULED FROM TH, SITE DAILY. EROSION CONTROL MEASURES SHALT BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER P( LLUTION PREVENTION PLAN (S`VPPP). Re \ A' 5. CONTRACTOR SHALL REMOVE ALL Sl 'E SURFACE FEATURES WITHIN E EMOVAL o LIMITS UNLESS OTHERWISE NOTED. 0 t� 6. BITUMINOUS PAVEMENT REMOVALS IRE TO BE MADE TO A VERTICAI SAW CUT OR TO A NEAT MILLED EDGE. 0 7. CONCRETE PAVEMENT, SIDEWALK, Cl, IRB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR CONTRACTION JOINT. SAW CUT AS r ECESSARY FOR A NEAT EDGE OiREMOVAL. 8. ALL REMOVAL ITEMS SHALL BECOME FHE PROPERTY OF THE CONTRACTOR UNLESS SPECIFIED OTHERWISE AND SHALL BE DISPOSED OF OFF-SITE IN A MANNER MEETING ALL APPLICABLE REGULATI( INS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND F:EPLACEMENT OF ALL SIGNS, MAILBOXES, ETC. 10. ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION WITH NO ADDITIONAL COMPENSATION. DEMOLITION LE(,END REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ISLANDS, ETC. WARNING: THE CONTRACTOR SHALL BE RE' PONSIBLE FOR CALLING FOR LOCAL IONS OF ALL EXISTING UTILITIES. THEY SHALT. COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONT,`CT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE F( R THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHC LES, VALVES OR OTHER BURIED STRUC FU RES BEFORE DIGGING. THE CONTRACTOR SHA L REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO (, )ST TO THE OWNER. 0 30 60 SCALE IN FEET .LoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com 4DD OUALIFICATIC CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant With the Consuhant's approval, others may be permitted to obtain copies of the CADD drawing files for Information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Crn....hant rmm any & all msponsi'oili "', cLkns, and llabllities. SUtiMI I I AL/RtVI51UN5 I 11-09-20 PRELIMINARY SUBMITTAL I hereby certify that this plan, specification or re or was prepared by me or under my direct supe rvi a that I am a duly Licensed Professional ngj e the laws of the State of Minnesota.` %!`�th PL Lice 20383 Dat 11-09-20 Loucks Project No. REMOVE EXISTING CURB & GU TER, Project Lead xxxzxxxzxzxz RETAINING WALLS, PAVEMENT Drawn By MARKINGS, WOOD FENCE, Checked By BILLBOARDS, ETC. Review Date REMOVE EXISTING STORM, o SEWER, OR WATER STRUCTURE. C3-3 SWPP NOTES & DETAILS 0 REMOVE EXISTING TREE C8-1 DETAIL SHEET m T o- TREE CANOPY PLAN 0 � CALL E -FORE YOU DIG! L3-1 Gopher State One Call TWIN CITY AREA: 651- 02 @Ste TOLL FREE: 1-800-252-11166166 WARNING: THE CONTRACTOR SHALL BE RE' PONSIBLE FOR CALLING FOR LOCAL IONS OF ALL EXISTING UTILITIES. THEY SHALT. COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONT,`CT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE F( R THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHC LES, VALVES OR OTHER BURIED STRUC FU RES BEFORE DIGGING. THE CONTRACTOR SHA L REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO (, )ST TO THE OWNER. 0 30 60 SCALE IN FEET .LoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com 4DD OUALIFICATIC CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant With the Consuhant's approval, others may be permitted to obtain copies of the CADD drawing files for Information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Crn....hant rmm any & all msponsi'oili "', cLkns, and llabllities. SUtiMI I I AL/RtVI51UN5 I 11-09-20 PRELIMINARY SUBMITTAL I hereby certify that this plan, specification or re or was prepared by me or under my direct supe rvi a that I am a duly Licensed Professional ngj e the laws of the State of Minnesota.` %!`�th PL Lice 20383 Dat 11-09-20 Loucks Project No. 20327 Project Lead TWM Drawn By TRG Checked By TWM Review Date 11-09-20 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS s� I I / , \ / / owner. Philip C i / i owner. Michoe/ T y \ / I Mo�ston i / i � �Ysso � COmPbe// / REPLACE EX. PAVEMENT & \ / CURB FOR SANITARY SEWER CONNECTION _ POSSIBLE FUTURE \ RETAINING WALL \ � — — — \ \ \ owner. Oesi�ee &Kenneth Zimme to _a 11 18 5' ] 2' ns I o I I I I I I I I I I I I I I I I I I I I I I � I I � m I I i I o I I � I � I I Q) I l � I C3-3 I � I I � I � I o `° I m I I � � I I o I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � � 18 5' ] 2' ns I o GENERAL NOTES I � 1. MINNESOTA STATE STATUTE REQUIRES NOTIFICATION 'ER "GOPHER STATE ONE CALL" PI:IOR TO I i COMMENCING ANY GRADING, EXCAVATION OR UNDP RGROUND WORK. I � II 2. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS Al, D ELEVATIONS OF EXISTING UTILITIES AND TWM I � 11-09-20 C3-3 — I � Il' ,d I m CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY C ISCREPANCIES OR VARIATIONS FkOM THE I � � TREE CANOPY PLAN I I LANDSCAPE PLAN I I I � I I 25'I I � I 12"1 I _ I CENTER BIT. DRIVE ON FEET DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRE -TIONAL SIGNS, FLAGMEN AND LIGHTS TO EXISTING CURB CUT r1 i GENERAL NOTES Loucks Project No. 1. MINNESOTA STATE STATUTE REQUIRES NOTIFICATION 'ER "GOPHER STATE ONE CALL" PI:IOR TO Project Lead COMMENCING ANY GRADING, EXCAVATION OR UNDP RGROUND WORK. Drawn By II 2. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS Al, D ELEVATIONS OF EXISTING UTILITIES AND TWM Review Date 11-09-20 C3-3 TOPOGRAPHIC FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE C4-1 Il' ,d Iib CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY C ISCREPANCIES OR VARIATIONS FkOM THE III TREE CANOPY PLAN PLANS. LANDSCAPE PLAN 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO LANDSCAPE DETAILS ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO AC JACENT PROPERTIES OCCURRING DURING O 30 6O THE CONSTRUCTION PHASE OF THIS PROJECT. 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL SCALE IN FEET DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRE -TIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESS IkRY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 5. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTLUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR COND'TIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFOR AANCE OF THE WORK. THIS REQUIREMENT. WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 6. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO C INDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS PERFORMANCE IS NOT INTENDED TO (VCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES IN, OR NEAR THE CONSTRUCTION SITE. 7. BEFORE BEGINNING CONSTRUCTION THE CONTRACTC R SHALL INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES IN ACCORDAN( E WITH NPDES PERMIT REQUIREMENTS, BEST o MANAGEMENT PRACTICES, STATE AND LOCAL REQUIR -MENTS AND THE DETAILS SHOWN ON THE DETAIL SHEET(S) OF THE PROJECT PLANS. 8. ALL CONSTRUCTION PERMITS, APPLICATIONS AND FEE'; ARE THE RESPONSIBILITY OF THE CONTRACTOR. 0 9. ALL ENTRANCES AND CONNECTIONS TO CITY STREETS SHALL BE CONSTRUCTED PER THE 3, REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND NOTIFICATIONS A'; REQUIRED. 0 0 10.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF `HE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CC NTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF JNIFORM TRAFFIC CONTROL DEICES o (MUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIC NAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE C PEN TO TRAFFIC AT ALL TIMES. I1.ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC ANG PRIVATE TO THE PROPOSED GRADES WHERE DISTURBED AND COMPLY WITH ALL REQUIREMENTS O THE UTILITY OWNERS. STRUCTURES BEING 11 "130 1 RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 12.EXISTING TOPOGRAPHY PROVIDED BY LOUCKS ASSOC ATES, TOPOGRAPHIC SURVEY DATED 11/30/16. 13.SUBGRADE PREPARATION SHALL BE PERFORMED IN AC -ORDANCE WITH MNDOT 2112. THE TOP 3 FEET SHALL BE COMPACTED TO 100%p OF THE STANDAL D PROCTOR DENSITY. nLOAM n rrl c- o 14.AGGREGATE BASE SHALL BE MNDOT 2211 CLASS 5. COMPACTION SHALL BE BY THE QUALITY n COMPACTION METHOD. D O N C C ° o � I1,PLANT MIXED BITUMINOUS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT 18'AS 1 0 0'z o 2360 WITH MIX DESIGN AS SHOWN ON THE DETAILS. COMPACTION SHALL BE BY THE ORDINARY o C) a COMPACTION METHOD. 'ODzoo { K 0 16.CONCRETE CURB & GUTTER SHALL BE PERFORMED IN / CCORDANCE WITH MNDOT 253'. CURING 414"EL 1 z `o' SHALL BE BY THE MEMBRANE CURING METHOD. EXP.Af SION JOINTS EVERY 200 FEET AT ALL FIXED °TR n n OBJECTS. CONTRACTIONS JOINTS EVERY 10 FEET. 17.CONCRETE WALK SHALL BE PERFORMED IN ACCORDAF:CE WITH MNDOT 2521. CURING SHALL BE BY THE MEMBRANE CURING METHOD. EXPANSION JOINTS AT ALL FIVES OBJECTS. CONTRACTION ]LINTS EVERY 5 FEET. i I —r8. WORKING HOURS ARE 7 AM - 7 PM (MONDAY - FREDA 0 AND 9 AM - 7 PM ( SATURDAY.) A 48 HOUR o NOTICE IS REQUIRED FOR SATURDAY WORK. 19.THE CONTRACTOR MUST HAVE A CITY LICENSE. 20.A CITY RIGHT-OF-WAY PERMIT IS REQUIRED TO WORKI VG WITHIN CITY ROW. C SITE PLAN LEGEND I I O O BITUMINOUS PAVEMENT 0 0 CALL BEFORE YOU DIG! Gopher State Ore Call ' TWIN CITY AREA: 651-454-0; 02 uel� TOLL FREE: 1-800-252-1166 o lo� SITE NOTES i — — — — — — — 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDI WALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS S-IOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAUSTATE REQUIREMEATS. 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FAC E OF CURB UNLESS OTHERWISE NOTED. 4, ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE o NOTED. I5. TYPICAL FULL SIZED PARKING STALL IS 9'X 18' U� LESS OTHERWISE NOTED. g 6. ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWIS=NOTED, 0 a 7. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. t" 8. REFER TO ARCHITECTURAL SITE PLAN FOR BUILDI JG SETBACKS. 3 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FO;: LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UILITY COMPANIES IN y MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CAI AT 651454-0002 AT �T LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL LNDERGROUND WIRES, OM` ` CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIE 0 STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE AT OVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. :. LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com 4DD OUALIFICATIC CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant With me Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to those CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that parry shall hold harmless and indemnify the Consultant from any If all responsibilities, claims, and liabilities. :u ■ e •M 11-09-20 PRELIMINARY SUBMITTAL I hereby certify that this plan, specification or reo was prepared by me or under my direct supervi a that I am a duly Licensed Professional ngiFe the laws of the State of Minne\�soottth ` __ *.'McLOuth-PE VV _ Lia 20383 Dat 11-09-20 �•14e\•1�LK•]OIIa•]� COVER SHEET Loucks Project No. 20327 Project Lead TWM Drawn By TRIG Checked By TWM Review Date 11-09-20 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C11-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET 1-1-1 TREE CANOPY PLAN 1-2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS a MW '!V% _ _ - -\� / l �\ eJ ` \ \\\ \ GRADING, DRAINAGE &EROSION CONTROL NOTES 1 I \ i ~ \ / 1 , ` •; / \ \ \ \ _� l" -� 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRAI )ES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. \ 2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS rill IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. _ 3. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINI v1UM Of 4 INCHES OF TOPSOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL \\ \ `�\ - J I _ _ '"�/ • X \� %(� \ 4\�- _ = VEGETATION IS ESTABLISHED. 4. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GR\DE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT WALL GRAD: TRANSITION; AND "BW" EQUALS SURFACE \ - \ - - - ' _ - = T� _ _ == �"= •= ``�J ��o'p \\\ \ \ / / / / //--� - - ' - = = \ \ GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF 3URIED WALL COURSES). 5. STREETS MUST BE CLEANED AND SWEPT THROUGHOU THE DURATION OF CONSTRUCTION, WITHIN 24 HOURS, WHENEVER TRACKING OF SEDIMEF TS OCCURS AND BEFORE SITES ARE LEFT SIf t72/ _ - - - - - - ` IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCIiEDULE MUST BE ESTABLISHED. r--- \�- \ -- H 0249 \� - J ' 6. DUST MUST BE ADEQUATELY CONTROLLED. � � � ,\ $� - }� �6 - TI=S / F / / WL-gRY `\ ` - - , - ` 7, SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOAND REQUIREMENTS. X SBL - av1A t r , 7 - \ \I \ 1 1 I I I I I B I / I _ 8. SEE UTILITY PLANS FOR WATER, STORM AND SANITAR`"SEWER INFORMATION. -77 \ I 9. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LO(ATIONS. 10. SEE LANDSCAPE PLAN FOR FINAL SITE STABILIZATION. \ 5 NN,\\�\ \ \\\ \ \' \ I , / , // _/ / 6 \ 3It F3 032 \ I /(j ! I CI, I I 11 I �� I I/ \ o I / I �f �' ' .� II I I / / I / 1 I r3a��p I I \ p I I FB3no I ll �� Io4osCD GRADING LEGEND 4 IIII V 1032.5 _� m/ I i + I - ,�� \ I I I I r I 1 II ti PHASE 1 MINOR CONTOUR \ / / r I I I I N � � I► I 1036 I � I -� PHASE MAJOR CONTOUR .S 46 \ I pw0 / II ( / / ` I /��-� PHASE 2 MINOR CONTOUR o r ;n R PHASE 2 MAJOR CONTOUR 104lox 0.5 8 CALL BEFORE YOU DIGI \ \\ \ as I U43.50 36 / \ \ \\4r/ I I Gopher State O ie Cal I \ /- I I I I / TWIN CITY AREA: 651-454-)002 \ \ \\ \ \� V I I _� T-- 1038.70 °s ent - 7/ / '- I I' II III, --��II� 'N,�� TOLL FREE: 1-800-252-116( \ J \ \\ \ \ \\\ \ 'Lip\ \ - c / / _ w,�J , (,)I\� \ \ \\ \ I 1033.2 [p 03 I I o ° WARNING: c De 7 1038.30 \ ' : t: I ""- 1 Q'I `` \ `� / t\v m - THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL 7�- = I c1 EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTII ITY COMPANIES IN 0 C)z SERVICE D/OR MAINTAINING THEIR SERV( EAN �13'A51 ORELOCATION OF LINES. 1032.80 '}, -_-. D z THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT 3 LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UN TERGROUND WIRES, \ $ \ (6 - CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE 0 O� 1.,4'� / o DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABO✓E WHEN DAMAGED \ 2 �• �"'TR n n DURING CONSTRUCTION AT NO COST TO THE OWNER. --� -----�--I -1-� �-�-L �- VA �-IJI �\ 1 I I \I \\ \ � \ \ 1 1` 02 Iao 1,isICY 1023.40 _ :;I L. 1023.00 1 I \ \ \ \ \ \\\ \ \ \ \ Jo'� YOTTO1(1-104.0 / j / �� el // / / HPL 10 6.15 / 10.57 1022.60 1022.20 ° o q0II Q- 1022.60 ; 3t 1023.20 -�\ \ I I 1 \ \ \ \ / - - 107�21.40 Pn:1016.91 2 ' 1021.00 a III INV-11005..C1� NIMIt vE 1 0 30 60 \zv Rir,to2oso Ex. SCALE IN FEET » • � ---240 Rrn 1020.10 EX.9 :. 'LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com ADD QUALIFICATIC CADD filesprepared by the Consultant for this project are Iinstramerms of the Consultant professional services for use solely with respect to this projea These CADD files shall not be used on othe projects, for additions to the projector for completion of the project by otherswithout written approval by the Consultant. With the Consultant's approval, others may be p march d to phonep of the CADD dr.im, files for information ad reference only, All Intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making so& revisions, additions or doliati.ra, and that irty shall hold harmless and indemnity the Consultant from any & all res ame bdties Balms, and liabilities- �IU:i 171 � ■ I9.I:� i9 q [.] P 47 11-09-20 PRELIMINARY SUBMITTAL I hereby certify that this plan, specification or re o was prepared by me or under my direct supervi a that I am a duly Licensed Professional ng�e the laws of the State of M!m eessoo1'ttaa.` Liceid mcLOuth - PE 20383 Dat ` _ 11-09-20 Loucks Project No. 20327 Project Lead TWM Drawn By TRIG Checked By TWM Review Date 11-09-20 CO -1 COVER SHEET C11-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET 1-1-1 TREE CANOPY PLAN 1-2-1 LANDSCAPE PLAN 1-3-1 LANDSCAPE DETAILS a \ SSL BS8L \ I I I I I I \ BSBL I I I 1 I \ \ \\�111►� 1 1 \ 1 \ \ \ 6 l4 /^ m / X1$4 38 I I \ E I a' / I I I �I 1040. \>\ \\ \\ \\\ �TOaR�,g 1 1 1 w I/ FBWO I I 5 rI� m INL PRpTECTIO \\\ \\\� III I /��� / j\ V / 1 I II 11032.5 a 1 m \ \ \\\\\\\`��\\\ '-\1\,\� 111;` \ 1 \\ / I 1 I I � 11036 1046 F 4\ \ ) 1 1 �I O I m I I ( BSBL�L g I 1 \\\\\\\\\\\ \ \ \ I I 1 I BSBL \\\SF 1040.51I \ \\\\\\\\\\\\\\\ \\ I I I � I I k Sit 0 SP ''\ \ \ \\\\\\\\\\\\ \\ \ I / 1043.50--��►s� I 36 \\sic - �grDinOcSF1 Utllitp Ease SF \\\\\-\\\i\ L I 1038.70 entSF \ \ \ \ \ \ \\ \\\\\\\ \ \ ��\\ \\ \\ \ \\ \ \ \\0\\ `\ \ ' I I 1 I'IIII \\ \ \. I 1 1 1 1 1111 / ITVLE PROT[ \ 1 \ \ \ \\\\ \\\\ \ \\ \ 1 1022, I I\ 1 \ \ \ \ \ \ \\ \ \ \ \ \ \\\ \ \ \ \ \ \\ ..... \;\\ I \\\ \\\\ ���/ / — —�/ ^lozz.61 —_\ \ \\\ \\ \ I I I I I IIII \ \ \\ \ \ \ \ \ \ \ I 1021.40- \ \ \ \ \ \ \ \ --\ / II ROCK/CONSTRUCTION — I\ENTRANCE PAD INLET PROTECT�N 023.00 \ �I )22.20 \ I/ \ I I I 1 I 1 / 123.20 1121.00 /���-/ t r 020.10 EX.,- J / GENERAL NOTES SEE SHEET C3-3 FOR SWPPP NOTES AND DET; ILS. CALL BEFORE YOU JIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 tx TOLL -REE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE OR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERA E WITH ALL UTILITY COMPANIES IN MAINTAINING. THEIR SERVICE AND/ OR RELOC/ TION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHEI STATE ONE CALL AT 651-454-0002 \T LEAST 48 HOURS IN ADVANCE FOR THE LOC: \TIONS OF ALL UNDERGROUND WIR'.S, CABLES, CONDUITS, PIPES, MANHOLES, VALVE' OR OTHER BURIED STRUCTURES BEFOdE DIGGING. THE CONTRACTOR SHALL REPAIR O: REPLACE THE ABOVE WHEN DAMAGI D DURING CONSTRUCTION AT NO COST TO THE DWNER. SWPPP LEGEND mo LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL =SFS SILT FENCE 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 INLET PROTECTION 763.424.5505 www.loucksinc.com EROSION CONTROL BLANIhET ROCK CONSTRUCTION ENTRANCE 0 30 60 nm?=6=ml� SCALE IN FEET CADD flas rl:coa,ed by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shalt not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Cons"ttam, With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liaaillties- 11-09-20 PRELIMINARY SUBMITTAL I hereby certify that this plan, specification or re or was prepared by me or under my direct supervi a that I am a duly Licensed Professional ng� e the laws of the State of Mirba ssoottaa\` `` __ �Id,\, MM Louth - PE Lice 20383 Dat 11-09-20 • • -• Loucks Project No. 20327 Project Lead TWM Drawn By TRIG Checked By TWM Review Date 11-09-20 CO -1 COVER SHEET I / INLET PROTY"CTION DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 O�rOry O G T C4-1 non D C8-1 N I , 0 1-1-1 o3 1-2-1 O 1-3-1 LANDSCAPE DETAILS jZ0 z zo \ Da 11 1< \ 023.00 \ �I )22.20 \ I/ \ I I I 1 I 1 / 123.20 1121.00 /���-/ t r 020.10 EX.,- J / GENERAL NOTES SEE SHEET C3-3 FOR SWPPP NOTES AND DET; ILS. CALL BEFORE YOU JIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 tx TOLL -REE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE OR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERA E WITH ALL UTILITY COMPANIES IN MAINTAINING. THEIR SERVICE AND/ OR RELOC/ TION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHEI STATE ONE CALL AT 651-454-0002 \T LEAST 48 HOURS IN ADVANCE FOR THE LOC: \TIONS OF ALL UNDERGROUND WIR'.S, CABLES, CONDUITS, PIPES, MANHOLES, VALVE' OR OTHER BURIED STRUCTURES BEFOdE DIGGING. THE CONTRACTOR SHALL REPAIR O: REPLACE THE ABOVE WHEN DAMAGI D DURING CONSTRUCTION AT NO COST TO THE DWNER. SWPPP LEGEND mo LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL =SFS SILT FENCE 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 INLET PROTECTION 763.424.5505 www.loucksinc.com EROSION CONTROL BLANIhET ROCK CONSTRUCTION ENTRANCE 0 30 60 nm?=6=ml� SCALE IN FEET CADD flas rl:coa,ed by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shalt not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Cons"ttam, With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liaaillties- 11-09-20 PRELIMINARY SUBMITTAL I hereby certify that this plan, specification or re or was prepared by me or under my direct supervi a that I am a duly Licensed Professional ng� e the laws of the State of Mirba ssoottaa\` `` __ �Id,\, MM Louth - PE Lice 20383 Dat 11-09-20 • • -• Loucks Project No. 20327 Project Lead TWM Drawn By TRIG Checked By TWM Review Date 11-09-20 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET 1-1-1 TREE CANOPY PLAN 1-2-1 LANDSCAPE PLAN 1-3-1 LANDSCAPE DETAILS SWPPP NOTES UNIT QUANTITY TEMPORARY ROCK CONSTRUCTION ENTRANCE EA 1 1. THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A ROAD WITH NO NOT ALLOWED ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. LF CONSTRUCTED AND MADE OPERATIONAL CONCURRENT WITH THE START OF C. WHEN AN INFILTRATION SYSTEM IS EXCAVATED TO FINAL GRADE (OR WITHIN SY CURB AND GUTTER FOR A FOUR LOT RESIDENTIAL DEVELOPMENT WHERE A B. TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT. 4 SOIL DISTURBANCE UP GRADIENT OF THE POND. THE TEMPORARY THREE (3) FEET OF FINAL GRADE), THE PERMITTEE(S) MUST EMPLOY RIGOROUS 1.2± DRIVEWAY CURRENTLY IS. With THE ROAD, UTILITIES FOR FUTURE LOTS AND C3-3 SWPP NOTES & DETAILS C4-1 SEDIMENTATION BASIN SHALL BE DESIGNED TO PREVENT SHORT EROSION PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO DETAIL SHEET STORMWATER TREATMENT WILL BE ADDED TREE CANOPY PLAN L2-1 LANDSCAPE PLAN CIRCUITING. THE OUTFALL SHALL BE DESIGNED TO REMOVE FLOATABLE DEBRIS, KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION 15. INSPECTIONS ALLOW FOR COMPLETE DRAWDOWN OF THE POND FOR MAINTENANCE AREA. THE AREA MUST BE STAKED OFF AND MARKED SO THAT HEAVY 2. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS A. INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY ACTIVITIES, AND HAVE ENERGY DISSIPATION. THE EMERGENCY SPILLWAY SHALL CONSTRUCTION VEHICLES OR EQUIPMENT WILL NOT COMPACT THE SOIL IN FOLLOWS: REPRESENTATIVE IS REQUIRED. BE STABILIZED. THE PROPOSED INFILTRATION AREA. 1. INSTALL VEHICLE TRACKING BMP B. EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS C. TEMPORARY SEDIMENTATION BASINS SHALL BE SITUATED OUTSIDE OF SURFACE D. TO PREVENT CLOGGING OF THE INFILTRATION OR FILTRATION SYSTEM, THE 2. INSTALL SILT FENCE AROUND SITE FOLLOWING A 0.5" OVER 24 HOUR RAIN EVENT. WATERS AND ANY REQUIRED BUFFER ZONE, AND MUST BE DESIGNED TO PERMITTEE(S) MUST USE A PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER 3. INSTALL PROTECTIVE FENCE AROUND FILTRATION AREAS C. STABILIZED AREAS: ONCE EVERY 30 DAYS AVOID DRAINING WETLANDS, UNLESS THE IMPACT IS IN COMPLIANCE WITHTHE REQUIREMENTS OF THIS PERMIT. STRIP, SMALL SEDIMENTATION BASIN, OR WATER QUALITY INLET (E.G., GRIT 4. CLEAR AND GRUB SITE D. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CHAMBER) TO SETTLE PARTICULATES BEFORE THE STORMWATER DISCHARGES 5. STRIP AND STOCKPILE TOPSOIL D. EXCESSIVE SEDIMENT -LADEN WATER THAT IS NOT PROPERLY FILTERED WILL NOT INTO THE INFILTRATION OF FILTRATION SYSTEM. 6. REMOVE PAVEMENTS CONSTRUCTION. BE PERMITTED TO DISCHARGE FROM SITE. 7. ROUGH GRADE SITE E. INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS 30. POST CONSTRUCTION 8. IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE 25. DEWATERING AND BASIN DRAINING 9. INSTALL UTILITIES AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF THE WATER QUALITY VOLUME THAT MUST BE RETAINED ON SITE BY THE PROJECT'S 7. INSTALL PAVEMENTS INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND A. TURBID OR SEDIMENT -LADEN WATERS RELATED TO DEWATERING OR BASIN PERMANENT STORMWATER MANAGEMENT SYSTEM DESCRIBED IN SECTION 15 8. FINAL GRADE SITE AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR DRAINING SHALL BE DISCHARGED TO A TEMPORARY OR PERMANENT SHALL BE ONE (1) INCH OF RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED 7. CONSTRUCT STORMWATER MANAGEMENT BASINS PERIOD. SEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. THE BY THE PROJECT. SEE SECTION 15. FOR MORE INFORMATION ON INFILTRATION 8. INSTALL SILT FENCE AROUND BASINS TEMPORARY OR PERMANENT BASIN MAY DISCHARGE TO SURFACE WATERS IF DESIGN, PROHIBITIONS AND APPROPRIATE SITE CONDITIONS. 9. REMOVE ACCUMULATED SEDIMENT FROM BASINS THE BASIN WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE 10. CONSTRUCT FILTRATION TRENCHES 16. MINIMUM MAINTENANCE TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT THE NUISANCE 11. SEED AND MULCH A. SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN CONDITIONS WILL NOT RESULT FROM THE DISCHARGE. DISCHARGE POINTS 31. RESPONSIBILITIES 12. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS SHALL BE ADEQUATELY PROTECTED FROM EROSION AND PROPER VELOCITY Q A. THE OWNER MUST IDENTIFY A CONTRACTOR WHO WILL OVERSEE THE SWPPP REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. B. SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 DISSIPATION PROVIDED. IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND STORAGE VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF B. ALL WATER FROM DEWATERING OR BASIN -DRAINING ACTIVITIES MUST BE MAINTENANCE: 3. SITE DATA: DISCOVERY. DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, B. THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR AREA OF DISTURBANCE: 0.9± AC EROSION IN THE RECEIVING CHANNELS OR ON DOWN SLOPE PROPERTIES, OR LONG TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT C. SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN DAYS INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACTS TO THE STORMWATER MANAGEMENT SYSTEM: PRE -CONSTRUCTION IMPERVIOUS AREA: 0.130 AC D. CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24 WETLAND. POST -CONSTRUCTION IMPERVIOUS AREA: 0.21 AC HOURS. C. IF FILTERS WITH BACKWASH WATERS ARE USED, THE BACKWASH WATER SHALL 32. TRAINING REQEMENTS GENERAL SOIL TYPE: LOAM 4. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. 5. ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. 6. ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. gggM DENOTES SLOPES GREATER THAN 3:1. ALL 3:1 SLOPES TO BE STABILIZED WITH EROSION CONTROL BLANKET 7. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. 8. TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEPMT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. 9. SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 10. SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 11. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE, RUNOFF MUST BE PROPERLY CONTAINED. 12. NO ENGINE DEGREASING IS ALLOWED ON SITE. E. PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL EVENTS GREATER THAN y" IN 24 HOURS 17. THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE. 18. OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION. 19. SWPPP MUST BE AMENDED WHEN: A. THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE B. INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING WATER QUALITY STANDARDS. C. THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. 20. CONCRETE WASHOUT AREA A. CONCRETE WASH-OUT IS NOT ALLOWED ON-SITE. 21. IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 22. PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 23. FINAL STABILIZATION FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPACITY. 13. THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A 24• PERMITTEE FOR ALL APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN SECTIONS 3, 4, 6-24 OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. 14. TERMINATION OF COVERAGE -PERMITTEES) WISHING TO TERMINATE COVERAGE MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEES) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET: A. FINAL STABILIZATION, PER NPDES PERMIT SECTION 13 HAS BEEN ACHIEVED ON ESTIMATED QUANTITIES DESCRIPTION UNIT QUANTITY TEMPORARY ROCK CONSTRUCTION ENTRANCE EA 1 PREFABRICATED CONCRETE WASHOUT EA NOT ALLOWED SILT FENCE (STANDARD) LF 2,300 EROSION CONTROL BLANKET SY - INLET PROTECTION EA 4 SEEDING AC 1.2± TEMPORARY SEDIMENTATION BASINS A. THE TEMPORARY SEDIMENTATION BASINS SHALL BE CONSTRUCTED AND MADE OPERATIONAL PRIOR TO DISTURBANCE OF 10 OR MORE ACRES DRAINING TO A COMMON LOCATION. B. TEMPORARY SEDIMENTATION BASINS ARE REQUIRED PRIOR TO RUNOFF LEAVING THE CONSTRUCTION SITE OR ENTERINGRFACE SU WATERS WHEN 10 OR MORE ACRES OF DISTURBED SOILS DRAIN TO A COMMON LOCATION. THE BASIN MUST PROVIDE 3,600 CUBIC FEET OF STORAGE BELOW THE OUTLET PER ACRE DRAINED. IF HYDRAULIC CALCULATIONS ARE AVAILABLE, THE TEMPORARY SEDIMENTATION BASIN MUST PROVIDE A STORAGE VOLUME EQUIVALENT TO THE 2 -YEAR, 24-HOUR STORM, BUT IN NO CASE LESS THAN 1800 CUBIC FEET PER ACRE DRAINED. THE TEMPORARY SEDIMENTATION BASIN MUST BE RECEIVING WATERS BE HAULED AWAY FOR DISPOSAL, RETURNED TO THE BEGINING OF THE TREATMENT PROCESS, OR INCORPORATED INTO SITE IN A MANNER THAT DOES NOT CAUSE EROSION. BACKWASH WATER MAY BE DISCHARGED TO SANITARY SEWER IF PERMISSION IS GRANTED BY THE SANITARY SEWER AUTHORITY. 26. POLLUTION PREVENTION A. BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS MUST BE UNDER COVER TO PREVENT DISCHARGE OR PROTECTED BY AN EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. B. PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS MUST BE UNDER COVER. C. HAZARDOUS MATERIALS AND TOXIC WASTE MUST BE PROTECTED TO PREVENT VANDALISM. D. SOLID WASTE MUST BE STORED, COLLECTED AND DISPOSED OF IN COMPLIANCE WITH MINN. R. CH 7035. E. PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE WITH MINN. R. CH 7041. F. DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED SHALL BE PREVENTED USING DRIP PANS OR ABSORBENTS. SUPPLIES SHALL BE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD MUST BE AVAILABLE FOR RECOVERED SPILLED MATERIALS. 27. DESIGN CALCULATIONS TEMPORARY & PERMANENT STORMWATER TREATMENT ARE DESIGNED TO MEET MPCA GENERAL & SPECIAL WATER REQUIREMENTS. CALCULATIONS ARE PART OF THE HYDROLOGY REPORT, WHICH IS TO BE CONSIDERED PART OF THE SWPP DOCUMENTS. SEE HYDROLOGY REPORT FOR ADDITIONAL INFORMATION. 28. GENERAL STORMWATER DISCHARGE REQUIREMENTS ALL REQUIREMENTS LISTED IN SECTIONS 5-7, 14, 16-19, 21, 24 OF THE PERMIT FOR DESIGN OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM AND DISCHARGE HAVE BEEN INCLUDED IN THE PREPARATION OF THIS SWPP. THESE INCLUDE BUT ARE NOT LIMITED TO: A. THE EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION PRECIPITATION. B. THE NATURE OF STORMWATER RUNOFF AND RUN-ON AT THE SITE. C. PEAK FLOW RATES AND STORWATER VOLUMES TO MINIMIZE EROSION AT OUTLETS AND DOWNSTREAM CHANNEL AND STREAM BANK EROSION. D. THE RANGE OF SOIL PARTICLE SIZES EXPECTED TO BE PRESENT ON THE SITE. 29. CONSTRUCTION OF FILTRATION BASINS A. NO HEAVY TRAFFIC ON FILTRATION AREAS. CONSTRUCTION TO BE DONE WITH MINIMAL COMPACTION TO FILTRATION AREAS. IF COMPACTION IS ENCOUNTERED, BASIN SOILS FOR THE FIRST & MUST BE REMOVED & RELAID. B. INFILTRATION SYSTEMS MUST NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAD BEEN CONSTRUCTED AND FULLY STABILIZED UNLESS RIGOROUS EROSIN PREVENTION AND SEDIMENT CONTROLS ARE PROVIDED( SECTION 16.4). NAME OF WATER BODY TYPE OF WATER BODY SPECIAL WATER IMA WATTERER TYPE OF SPECIAL WATER CHRISTMAS LAKE LAKE LUCY LAKE NO NO PENDING LAKE NO NO C11-1 EXISTING CONDITIONS PLAN C11-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN CERTIFICATION I . f-¢SITI uP l.11r.% WITA Valentina Anderson crsYgn o1 Corna+k:a1 5*11sPP M+Y 31 "l 1 THE PERMITTES(S) SHALL ENSURE THE FOLLOWING INDIVIDUALS IDENTIFIED IN THIS PART HAVE BEEN TRIANED IN ACCORDANCE WITH THIS PERMIT'S TRAINING REQUIREMENTS. 1. WHO MUST BE TRAINED: A. INDIVIDUAL(S) PREPARING THE SWPPP FOR THE PROJECT B. INDIVIDUAL(S) OVERSEEING IMPLEMENTAI ION OF, REVISING, AND/OR AMENDING THE SWPPP AND INDIVIDUALS(S) PERFORMING INSPECTIONS FOR THE PROJECT. ONE OF THESE INDIVDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA. C. INDIVIDUAL(S) PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE AND REPAIR OF BMPS. AT LEAST ONE INDIVIDUAL ON A PROJECT MUST BE TRAINED IN THES JOB DUTIES. 2. TRAINING CONTENT: THE CONTENT AND EXTENT OF TRAINING MUST BE COMMENSURATE WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH REGARD TO ACTIVITIES COVERED UNDER THIS PERMIT FOR THE PROJECT. AT LEAST ONE INDIVIDUAL PRESENT ON THE PERMITTED PROJECT SITE (OR AVAVILABLE TO THE PROJECT SITE IN 72 HOURS) MUST BE TRAINED IN THE JOB DUTIES DESCRIBED IN SECTION 21.28 AND SECTION 21.2C. 33. THE PERMITTEE(S) SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL, STATE, FEDERAL AGENCIES, PROFESSIONAL OR OTHER ENTITIES WITH EXPERTISE IN EROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER MANAGEMENT AND THE MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER PERMIT. AN UPDATE REFESHER-TREINING MUST BE ATTENDED EVERY THREE (3) YEARS STARTING THREE (3) YEARS FROM THE ISSUANCE DATE OF THIS PERMIT. 33. LIST OF CONTACTS TITLE NAME COMPANY PHONE NUMBER OWNER KEN ASHFELD TODD MCLOUTH LOUCKS 763-496-6742 VAL ANDERSON LOUCKS 763-496-6728 PROJECT MANAGER ENGINEER SWPPP CONTRACTOR PENDING CO -1 SITE MANGER C11-1 EXISTING CONDITIONS PLAN C11-2 DEMOLITION PLAN C2-1 * MPCA 24HR. HAZARDOUS SPILL HOTLINE: 651-649-5457 OF 80420798 SPECIAL AND IMPAIRED WATERS !• gra,,,-�•.� , t r Shorewood -'t }"ar Freemen "ENNEPIN } ��. GAR Ev_iiLIW t VE R�.. M1+nrx,f0(Ct3E m P3t1i p Lak- L..x;• Rd 3 Ss i if Lucy r , Ann Lake Ann s Chanhassen 4 L� C.LoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this pmjea. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that parry making such revisions, additions or deletions and that parry shall hold harmless and Indemnify the Consultant from any & all responsibif6es, claims, and liabilities. 11-09-20 PRELIMINARY SUBMITTAL I hereby certify that this plan, specification or reu'l was prepared by me or under my direct supervia that I am a duly Licensed Professional n91 the laws of the State of Minnesota.` \p? _ Lic�i�V uth-PE 20383 Dat 11-09-20 Loucks Project No. 20327 Project Lead TWM Drawn By TRG Checked By TWM Review Date 11-09-20 CO -1 COVER SHEET C11-1 EXISTING CONDITIONS PLAN C11-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET 1_7-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS NEW WATER SERVICE TO EX. HOUSE HYDRANT W/GATE VALVE 1 � 1 9N a ^ N / I f I 14y I BASIN 2 `---BQTTOM: 1024.0 I HWL: 1026.49 117.5"MA 1 +25"BO 1 1 --_- N n l I I m l 1511sP 1I _ a II I I I SANITARY SEWER & I 1 I WELI WATER SERVICE, TYP. I I - - - - - - - - - - - - - - - - - - - - - - - - J I CB I I I I RIM: 1025.2 INV: 1022.02 I I I 1 1 I I I I I I I \ I I I I \ 1 �t I 239 LF - 8" 65'-8 PVC @ 0.7% � 1 I I � � I I I PVC @ 0.40% I I I MH I \ _ I +1JI M 1 RIM: 1029.0 -J 1 - 1 INV: 1021.56 BASIIN 1 BOTTOM: 1044.0 HWL: 1026.15 1 I I I I CONNECT TO EX. ANI.MH RIM: 1032.42 I a INV: 1022.00 )1-- 80 LF -8"P C@0.40% -1l CB RIM: 1025.2 INV: 1021.99 SANI MH 1 RIM -11033.0 INV: !1022.32 233 LF - 8" PVC @ 0.40% 62'-12 RCP @ 0.5% FES INV: 1021.25 CALL BEFORE YOU DIGI Gopher State One Call TWIN CITY AREA: 651-454-0002 nu TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. UTILITY NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMi.IN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFIC/.TIONS,THE MINNESOTA PLUM13ING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 20.3 EDITION. 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SA JD OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUILEMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPAR' MENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTIO14 ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC KIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4. ALL STORM SEWER, SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES UNLESS OTHERWISE NO -"ED. 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A I11NIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VELTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIN D BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. ■. LoUCKS 8. PROPOSED PIPE MATERIALS: WATERMAIN CL 52 DIP 8" DIAMETER PLANNING SANITARY SEWER PVC SDR 35 & SCH 4(1 8" DIAMETER CIVIL ENGINEERING WATER SERVICE COPPER TYPE K/HDPI: 1" DIAMETER LAND SURVEYING SANITARY SERVICE PVC SCH 40 4" DIAMETER LANDSCAPE ARCHITECTURE STORM SEWER PVC 8" TO 10" DIAMETER STORM SEWER RCP 12" DIAMETER ENVIRONMENTAL 9. ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 7200 Hemlock Lane, Suite 300 FEET OF THE BUILDING OR WATER SERVICE LINE MUS" BE TESTED ACCORDANCE WITH MINNESOTA Maple Grove, MN 55369 RULES, PART 4715.2820 763.424.5505www.loucksinc.com 1 O.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4715.070)). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO t\ ANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 11.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAIN'; MUST COMPLY WITH MINNESOTA RULES, PART 4715.0540: • • • a. PIPES 4 -INCH TO 10 -INCH IN SIZE MUST COMPLY WITH AASHTO M252. CADD roes prepared by the consultant for this Project are b. PIPES 12 -INCH TO 60 -INCH IN SIZE MUST COMPL" WITH ASTM F2306. instruments of the consultant professional services for use solely e. ALL FITTINGS MUST COMPLY WITH ASTM D3212. wan respect to this prei These CADD files shah not be used on other projects, for additions to this project, or for completion d. WATER -TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. of this project by others without written approval by the Consukant With the Coriapproval, others may be permitted to obta'm copies of the CADD drawing files for 12. CONTRACTOR AND MANHOLE FABRICATOR SHALL SUMP (LOWER) ALL STORM SEWER CATCH BASIN information and reference only. All intentional or unimentbnal revisions, additions, or deletions to these CADD files shall be CASTINGS WITHIN PAVED AREAS 0.16 FEET OR 2-INCFlES BELOW THE RIM ELEVATION DEPICTED ON made at the full risk of that pan, making such revisions, additions THE UTILITY PLAN. or deletions and that parry shall hold harmless and Indemnify the Consultant from any & all responsibilities, claims, and liabilities. 13.ALL STREET REPAIRS AND PATCHING SHALL BE PERFO'ZMED PER THE REQUIREMENTS OF THE CITY. ¢ • ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER 11-09-20 PRELIMINARY SUBMITTAL THE REQUIREMENTS OF THE MINNESOTA MANUAL 0 UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL B i OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT THE EXPLESSED AUTHORITY OF OF THE CITY. 14.THE CITY SHALL OPERATE ALL GATE VALVES. 15.CONNECTIONS TO EXISTING MANHOLES SHALL BE M,\DE BY CORE DRILLING THE MANHOLE AT THE PROPOSED INVERT ELEVATIONS AND INSTALLING A RUBBER BOOT. GROUT IN THE BOOT AND AN INVERT FOR THE NEW SEWER LINE. 16.PIPE LENGTHS SHOWN ON THE PLAN INCLUDE THE APRON SECTION. 17. WATERMAIN PIPE SHALL BE DIP CLASS 52, INSTALLED vVITH 7.5 FEET OF COVER TO TOP PIPE. I hereby certify that this plan, specification or reo• was FITTINGS SHALL BE COMPACT TYPE. PIPE AND FITTINGS SHALL HAVE A CEMENT MORTAR LINING. prepared by me or under my direct super a that I am a duly Licensed Professional €€ng e the CONDUCTIVITY SHALL BE PROVIDED BY WELDED STRAPS ACROSS EACH JOINT laws of the State of Minnesota 18.TRENCH COMPACTION SHALL BE 95% STANDARD PR13CTOR DENSITY IN THE AREA FROM THE PIPE ZONE TO WITHIN 3 FEET OF FINISHED GRADE AND IW% IN FINAL 3 FEET OF THE BACKFILL TO ��� McLouth-PE FINISH GRADE. Lia 20383 Dat 11-09-20 0 30 60 SCALE IN FEET Loucks Project No. 20327 Project Lead - SAN I. MH 2 Drawn By TRG RIM: 1030.5 TWM Review Date INV: 1023.25 C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET C') y N TREE CANOPY PLAN L2-1 C� L3-1 LANDSCAPE DETAILS c) m + 3"AS 1 Nom - O< z o o A a D zoo o 14.. EL 1 Z L.. TR y o �a WET -TAP CONNECTION W/_811 GATE VALVE I I: 5"PI i O I: 0 _ 22"I'l 1 ° 15.5"1`I 1 ' y.I CALL BEFORE YOU DIGI Gopher State One Call TWIN CITY AREA: 651-454-0002 nu TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. UTILITY NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMi.IN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFIC/.TIONS,THE MINNESOTA PLUM13ING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 20.3 EDITION. 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SA JD OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUILEMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPAR' MENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTIO14 ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC KIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4. ALL STORM SEWER, SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES UNLESS OTHERWISE NO -"ED. 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A I11NIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VELTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIN D BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. ■. LoUCKS 8. PROPOSED PIPE MATERIALS: WATERMAIN CL 52 DIP 8" DIAMETER PLANNING SANITARY SEWER PVC SDR 35 & SCH 4(1 8" DIAMETER CIVIL ENGINEERING WATER SERVICE COPPER TYPE K/HDPI: 1" DIAMETER LAND SURVEYING SANITARY SERVICE PVC SCH 40 4" DIAMETER LANDSCAPE ARCHITECTURE STORM SEWER PVC 8" TO 10" DIAMETER STORM SEWER RCP 12" DIAMETER ENVIRONMENTAL 9. ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 7200 Hemlock Lane, Suite 300 FEET OF THE BUILDING OR WATER SERVICE LINE MUS" BE TESTED ACCORDANCE WITH MINNESOTA Maple Grove, MN 55369 RULES, PART 4715.2820 763.424.5505www.loucksinc.com 1 O.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4715.070)). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO t\ ANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 11.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAIN'; MUST COMPLY WITH MINNESOTA RULES, PART 4715.0540: • • • a. PIPES 4 -INCH TO 10 -INCH IN SIZE MUST COMPLY WITH AASHTO M252. CADD roes prepared by the consultant for this Project are b. PIPES 12 -INCH TO 60 -INCH IN SIZE MUST COMPL" WITH ASTM F2306. instruments of the consultant professional services for use solely e. ALL FITTINGS MUST COMPLY WITH ASTM D3212. wan respect to this prei These CADD files shah not be used on other projects, for additions to this project, or for completion d. WATER -TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. of this project by others without written approval by the Consukant With the Coriapproval, others may be permitted to obta'm copies of the CADD drawing files for 12. CONTRACTOR AND MANHOLE FABRICATOR SHALL SUMP (LOWER) ALL STORM SEWER CATCH BASIN information and reference only. All intentional or unimentbnal revisions, additions, or deletions to these CADD files shall be CASTINGS WITHIN PAVED AREAS 0.16 FEET OR 2-INCFlES BELOW THE RIM ELEVATION DEPICTED ON made at the full risk of that pan, making such revisions, additions THE UTILITY PLAN. or deletions and that parry shall hold harmless and Indemnify the Consultant from any & all responsibilities, claims, and liabilities. 13.ALL STREET REPAIRS AND PATCHING SHALL BE PERFO'ZMED PER THE REQUIREMENTS OF THE CITY. ¢ • ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER 11-09-20 PRELIMINARY SUBMITTAL THE REQUIREMENTS OF THE MINNESOTA MANUAL 0 UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL B i OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT THE EXPLESSED AUTHORITY OF OF THE CITY. 14.THE CITY SHALL OPERATE ALL GATE VALVES. 15.CONNECTIONS TO EXISTING MANHOLES SHALL BE M,\DE BY CORE DRILLING THE MANHOLE AT THE PROPOSED INVERT ELEVATIONS AND INSTALLING A RUBBER BOOT. GROUT IN THE BOOT AND AN INVERT FOR THE NEW SEWER LINE. 16.PIPE LENGTHS SHOWN ON THE PLAN INCLUDE THE APRON SECTION. 17. WATERMAIN PIPE SHALL BE DIP CLASS 52, INSTALLED vVITH 7.5 FEET OF COVER TO TOP PIPE. I hereby certify that this plan, specification or reo• was FITTINGS SHALL BE COMPACT TYPE. PIPE AND FITTINGS SHALL HAVE A CEMENT MORTAR LINING. prepared by me or under my direct super a that I am a duly Licensed Professional €€ng e the CONDUCTIVITY SHALL BE PROVIDED BY WELDED STRAPS ACROSS EACH JOINT laws of the State of Minnesota 18.TRENCH COMPACTION SHALL BE 95% STANDARD PR13CTOR DENSITY IN THE AREA FROM THE PIPE ZONE TO WITHIN 3 FEET OF FINISHED GRADE AND IW% IN FINAL 3 FEET OF THE BACKFILL TO ��� McLouth-PE FINISH GRADE. Lia 20383 Dat 11-09-20 0 30 60 SCALE IN FEET Loucks Project No. 20327 Project Lead TWM Drawn By TRG Checked By TWM Review Date 11-09-20 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS rn :■ LOUCKS FINISHED GRADE 2" BIT. WEAR COURSE, MN/DOT 2360 SPWEA240B TACK COAT, MN/DOT 2357 2" BIT. NON -WEAR COURSE, MN/DOT 2360 SPNWB230B 6" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 24" SELECT GRANULAR, MN/DOT 3149.D GEOTEXTILE FILTER FABRIC TYPE V, MN/DOT 3733.2 APPROVED SUBGRADE STANDARD BITUMINOUS PAVEMENT SECTION NEENAH R-3067 OR EQUAL ON LOUCKS LOUCKS PLATE NO. 2031 DRAWN 12/2016 6" PRECAST REINFORCED CONCRETE MANHOLE SLAB WITH #4 BARS AT 5" O.C. EACH WAY AND 244 BARS AT ALL SIDES OF OPENING. MANHOLE STEPS, NEENAH R1981J OR EQUAL, 16" ON CENTER AS ZZ APPROVED BY OSHA. TOP OF BARREL SECTION BELOW TOP SLAB TO HAVE FLAT TOP EDGE SEALED WITH 2 BEADS OF RAMNEK OR EQUAL. MINIMUM SLAB THICKNESS IS 6" 27"/3011 CATCH BASIN LOUCKS PLATE NO. 4303 DRAWN 12/2016 M MANHOLE CASTING AND COVER, NEENAH R-1642 OR H ADJUST CASTING TO %4" - APPROVED EQUAL WITH TWO (2) CONCEALED PICK HOLES. Y" BELOW FINISHED GRADE, TYPICAL FOR ALL VARIABLE THICKNESS HDPE ADJUSTING RINGS CASTINGS IN PAVEMENT AS REQUIRED. MIN. OF 4" ADJUSTMENT AND W MAX. OF 12" ADJUSTMENT. USE LARGER it ADJUSTMENT RINGS TO MINIMIZE THE NUMBER Q 7"7%B OINTS. INCLUDE ONE 2" RING IMMEDIATELY ER THE CASTING. USE TAPERED RINGS TO Q CH CASTING TO STREET GRADE. APPLY YL SEALANT BETWEEN ALL THE JOINTS. INSTALLCRETE RINGS SET IN A MORTAR BED ARE O WHENEPTABLE.M.H. ISNOTES: PLACED1. WHERE WATER MAY STAND, TOP OF MH OUTSIDE SHALL BE 2 FEET ABOVE GROUND, OFTHE AND/OR 2 FEETABOVE THE 100YEAR STORM WATER LEVEL. ROADWAY.2. ON MANHOLES 8' DEEP AND GREATER A ONE FOOT FOUR INCH (1'-4") PRECAST SECTION SHALL BE PLACED IMMEDIATELY BELOW CONE SECTION. 3. WHEN MANHOLE DEPTH IS LESS THAN 8', STEPS 16" O.C. ON A TOP SLAB SHALL BE USED IN PLACE OF DOWNSTREAM SIDE. THE CONE. TOP SLAB SHALL BE SUITABLE EXTRUDED ALUMINUM FOR AASHTO HS20 HIGHWAY LOADINGS. OR STEEL REINFORCED THE SLAB SHALL BE SET ON A MORTAR COPOLYMER PLASTIC. BED. 4. ALL JOINTS BETWEEN SECTIONS SHALL �• HAVE RUBBER O-RING GASKETS. 5. MINIMUM BASE SLAB THICKNESS, 6" TO 14' DEPTH. INCREASE THICKNESS 1 " FOR EACH 4' OF DEPTH GREATER THAN 14'. p w p A e A e. 9 ' W20" F L (FT.) 27" OR 30" (MAX.I::) CLASS to 8 5 FLOW ° • :w 8 d ' 5 III i o 5" 10 NOTE: ALL SECTION A -A BENCH III CONNECTIONS SLOPE 8 < III :a HAVE A RUBBER BOOT. A SLOPE 2"/FOOT Ad 1 13 ANY FIELD ADDED 6" 16 OPENING FOR PIPE d 1 17 III SHALL BE COREO S d. ON LOUCKS LOUCKS PLATE NO. 2031 DRAWN 12/2016 6" PRECAST REINFORCED CONCRETE MANHOLE SLAB WITH #4 BARS AT 5" O.C. EACH WAY AND 244 BARS AT ALL SIDES OF OPENING. MANHOLE STEPS, NEENAH R1981J OR EQUAL, 16" ON CENTER AS ZZ APPROVED BY OSHA. TOP OF BARREL SECTION BELOW TOP SLAB TO HAVE FLAT TOP EDGE SEALED WITH 2 BEADS OF RAMNEK OR EQUAL. MINIMUM SLAB THICKNESS IS 6" 27"/3011 CATCH BASIN LOUCKS PLATE NO. 4303 DRAWN 12/2016 M MANHOLE CASTING AND COVER, NEENAH R-1642 OR H ADJUST CASTING TO %4" - APPROVED EQUAL WITH TWO (2) CONCEALED PICK HOLES. Y" BELOW FINISHED GRADE, TYPICAL FOR ALL VARIABLE THICKNESS HDPE ADJUSTING RINGS CASTINGS IN PAVEMENT AS REQUIRED. MIN. OF 4" ADJUSTMENT AND W MAX. OF 12" ADJUSTMENT. USE LARGER it ADJUSTMENT RINGS TO MINIMIZE THE NUMBER Q 7"7%B OINTS. INCLUDE ONE 2" RING IMMEDIATELY ER THE CASTING. USE TAPERED RINGS TO Q CH CASTING TO STREET GRADE. APPLY YL SEALANT BETWEEN ALL THE JOINTS. INSTALLCRETE RINGS SET IN A MORTAR BED ARE O WHENEPTABLE.M.H. ISNOTES: PLACED1. WHERE WATER MAY STAND, TOP OF MH OUTSIDE SHALL BE 2 FEET ABOVE GROUND, OFTHE AND/OR 2 FEETABOVE THE 100YEAR STORM WATER LEVEL. ROADWAY.2. ON MANHOLES 8' DEEP AND GREATER A ONE FOOT FOUR INCH (1'-4") PRECAST SECTION SHALL BE PLACED IMMEDIATELY BELOW CONE SECTION. 3. WHEN MANHOLE DEPTH IS LESS THAN 8', STEPS 16" O.C. ON A TOP SLAB SHALL BE USED IN PLACE OF DOWNSTREAM SIDE. THE CONE. TOP SLAB SHALL BE SUITABLE EXTRUDED ALUMINUM FOR AASHTO HS20 HIGHWAY LOADINGS. OR STEEL REINFORCED THE SLAB SHALL BE SET ON A MORTAR COPOLYMER PLASTIC. BED. 4. ALL JOINTS BETWEEN SECTIONS SHALL �• HAVE RUBBER O-RING GASKETS. 5. MINIMUM BASE SLAB THICKNESS, 6" TO 14' DEPTH. INCREASE THICKNESS 1 " FOR EACH 4' OF DEPTH GREATER THAN 14'. p w p A RIPRAP REQUIRED: SEE STD. PLATE 4308 OR 4309 E 4308-4309 F( RIPRAP DETAIL //ISI /II�I�I TIMI �INONNI \�I IT THE LAST 3 JOINTS ON INLET AND OUTLET PIPES. USE 2 TIE BOLT FASTENERS PER JOINT INSTALLED AT 60 DEG FROM TOP OR BOTTOM OF PIPE. USE 5/8" TIE FOR PIPE SIZES 12" TO 27". USE 3/4" TIE FOR PIPE SIZES 30" TO 66". USE 1" TIE FOR PIPE SIZES OVER 72". TRASH GUARDS WILL BE REQUIRED ON 24" OR LARGER PIPE. MIN. SIZE OF PIPE "L" 21 " TO 42" 6" 48" TO 72" 12" PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S. GALVANIZE AFTER FABRICATION. i■ LOUCKS I TRASH GUARD RCP APRON 1 T LOUCKS PLATE NO. 4306 DRAWN 2/2016 III -III -III-I I � III I EXCAVATED TRENCH I I III- BACKFILL COMPACTED I WIDTH I- AS SPECIFIED -I III I- 12" •,F.� - -ENC ASEMENT = .III- - ?�k��� - -III - -II -I PLASTIC -III PIPE IIIr :..:....- I_ BEDDING 6 �IIIIIII (III —III FOUNDATION (MAY NOT BE -1 I 111= REQUIRED) -1II,�,IIII�IIIIIiIIIII�IIII��IIII lllll;lllllll' NOTE: GRANULAR MATERIALS FURNISHED FOR USE IN FOUNDATION, BEDDING, ENCASEMENT, OR BACKFILL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: • FOUNDATION MATERIALS SHALL HAVE 100% PASSING THE 1 1/2" SIEVE AND A MAXIMUM OF 10% PASSING THE No. 4 SIEVE. NOT LESS THAN 50% OF THE MATERIAL RETAINED BY THE No. 4 SIEVE SHALL HAVE ONE (1) OR MORE CRUSHED FACES. HARD, DURABLE CRUSHED CARBONATE QUARRY ROCK MAY BE USED FOR FOUNDATION MATERIALS. • BEDDING AND ENCASEMENT MATERIALS FOR FLEXIBLE PIPE SHALL MEET THE REQUIREMENTS OF MNDOT SPECIFICATION 3149.261, GRANULAR BORROW, EXCEPT THAT 100% SHALL PASS THE ONE NCH (1 ") SIEVE. • BACKFILL MATERIALS SHALL CONSIST OF SUITABLE EXISTING TRENCH MATERIALS, EXCEPT AS OTHERWISE SPECIFIED. SUITABLE MATERIAL SHALL BE DEFINED AS A MINERAL SOIL FREE OF FOREIGN MATERIALS (RUBBISH, ORGANICS & DEBRIS), FROZEN CLUMPS, OVERSIZE STONE, ROCK, CONCRETE OR BITUMINOUS CHUNKS, AND OTHER UNSUITABLE MATERIALS THAT MAY DAMAGE PIPE, PREVENT THOROUGH COMPACTION, OR INCREASE THE RISKS OF SETTLEMENT. LOUCKS PLATE NO. i■ LOUCK$ PLASTIC PIPE 4008 BEDDING DRAWN 2/2016 1'(12"-27" DIA. PIPE) 1.5'(30-1 AND LARGER PIPE) RIPRAP 6" GRANULAR FILTER MATERIAL GEOTEXTILE FABRIC, TYPE IV SECTION B -B NOTE: ONE CUBIC YARD IS APPROXIMATELY 1.4 TONS. *A - DIA MINIMUM RIPRAP REQUIRED W20" TO SPRING LINE L (FT.) Q (MAX.I::) CLASS 12 8 5 FLOW ° • � 8 d ' 5 III a• 10 NOTE: ALL SECTION A -A BENCH III CONNECTIONS SLOPE 8 THROUGH MH SHALL III 30 HAVE A RUBBER BOOT. A SLOPE 2"/FOOT Ad 1 13 ANY FIELD ADDED 4. r 16 OPENING FOR PIPE d 1 17 III SHALL BE COREO S d DRILLED AND AN 9, 1 1 ELASTOMERIC RUBBER .A • ' • B B BOOT INSTALLED. • ALI 22-28 1 30-40 SECTION B -B A IV LOUCKS PLATE NO. i■ LOUCKS STANDARD SANITARY 4000 SEWER MANHOLE DRAWN 2/2016 RIPRAP REQUIRED: SEE STD. PLATE 4308 OR 4309 E 4308-4309 F( RIPRAP DETAIL //ISI /II�I�I TIMI �INONNI \�I IT THE LAST 3 JOINTS ON INLET AND OUTLET PIPES. USE 2 TIE BOLT FASTENERS PER JOINT INSTALLED AT 60 DEG FROM TOP OR BOTTOM OF PIPE. USE 5/8" TIE FOR PIPE SIZES 12" TO 27". USE 3/4" TIE FOR PIPE SIZES 30" TO 66". USE 1" TIE FOR PIPE SIZES OVER 72". TRASH GUARDS WILL BE REQUIRED ON 24" OR LARGER PIPE. MIN. SIZE OF PIPE "L" 21 " TO 42" 6" 48" TO 72" 12" PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S. GALVANIZE AFTER FABRICATION. i■ LOUCKS I TRASH GUARD RCP APRON 1 T LOUCKS PLATE NO. 4306 DRAWN 2/2016 III -III -III-I I � III I EXCAVATED TRENCH I I III- BACKFILL COMPACTED I WIDTH I- AS SPECIFIED -I III I- 12" •,F.� - -ENC ASEMENT = .III- - ?�k��� - -III - -II -I PLASTIC -III PIPE IIIr :..:....- I_ BEDDING 6 �IIIIIII (III —III FOUNDATION (MAY NOT BE -1 I 111= REQUIRED) -1II,�,IIII�IIIIIiIIIII�IIII��IIII lllll;lllllll' NOTE: GRANULAR MATERIALS FURNISHED FOR USE IN FOUNDATION, BEDDING, ENCASEMENT, OR BACKFILL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: • FOUNDATION MATERIALS SHALL HAVE 100% PASSING THE 1 1/2" SIEVE AND A MAXIMUM OF 10% PASSING THE No. 4 SIEVE. NOT LESS THAN 50% OF THE MATERIAL RETAINED BY THE No. 4 SIEVE SHALL HAVE ONE (1) OR MORE CRUSHED FACES. HARD, DURABLE CRUSHED CARBONATE QUARRY ROCK MAY BE USED FOR FOUNDATION MATERIALS. • BEDDING AND ENCASEMENT MATERIALS FOR FLEXIBLE PIPE SHALL MEET THE REQUIREMENTS OF MNDOT SPECIFICATION 3149.261, GRANULAR BORROW, EXCEPT THAT 100% SHALL PASS THE ONE NCH (1 ") SIEVE. • BACKFILL MATERIALS SHALL CONSIST OF SUITABLE EXISTING TRENCH MATERIALS, EXCEPT AS OTHERWISE SPECIFIED. SUITABLE MATERIAL SHALL BE DEFINED AS A MINERAL SOIL FREE OF FOREIGN MATERIALS (RUBBISH, ORGANICS & DEBRIS), FROZEN CLUMPS, OVERSIZE STONE, ROCK, CONCRETE OR BITUMINOUS CHUNKS, AND OTHER UNSUITABLE MATERIALS THAT MAY DAMAGE PIPE, PREVENT THOROUGH COMPACTION, OR INCREASE THE RISKS OF SETTLEMENT. LOUCKS PLATE NO. i■ LOUCK$ PLASTIC PIPE 4008 BEDDING DRAWN 2/2016 1'(12"-27" DIA. PIPE) 1.5'(30-1 AND LARGER PIPE) RIPRAP 6" GRANULAR FILTER MATERIAL GEOTEXTILE FABRIC, TYPE IV SECTION B -B NOTE: ONE CUBIC YARD IS APPROXIMATELY 1.4 TONS. *A - DIA 2' 1 4 RIP -RAP OUT FROM THE APRON SHALL NOT BE HIGHER THAN THE APRON INVERT. RIPRAP 1'(12"-27" DIA. PIPE) 1.5'(30" AND LARGER PIPE) 6" GRANULAR FILTER MATERIAL— SECTION A -A �GEOTEXTILE FABRIC TYPE IV EXTEND 1' UNDER APRON LOUCKS PLATE NO. RANDOM / HAND 4308 ■■ LOUCKS PLACED RIPRAP DRAWN 2/2016 USE A "QWIKSEAL" ADAPTOR FROM FERNCO OR APPROVED EQUAL WHEN CONNECTING TO AN EXISTING SEWER LINE. USE THE SAME PIPE MATERIAL w FROM THE WYE AT THE MAIN 45° BEND AT PL a w TO THE CAP AT THE END OF a � THE SERVICE. 5' RISER STUB & PLUG 45° BEND AT WYE - 2"X2" or 4"X4" AT END OF SERVICE. 5' MEDIUM DUTY, (1.25 POUNDS/FOOT) STEEL FENCE F OST EXPDXY-RESIN COATED, PAINTED OR GALVANIZED INSTALLED TO 6" BELOW FINISHED GRADE. 10' MIN. DEPTH OR Y1 ' r' AS SPECIFIED SERVICE PIPE SHALL BE 4" OR 6", AS SPECIFIED `TOTE: EE DETAIL 4007 FOR -RACER WIRE, WHEN 5' RISER STUB & PLUG MINIMUM 2% GRADE 45° BEND AT PL a w WYE IN A 10 O'CLOCK Z POSITION— SEWER SERVICE LOUCKS PLATE NO. i■ LOUCKS CONNECTION 4004 UP TO 14' DEPTH DRAWN 2/2016 COMPACTED BACKFILL COMPACTED SAND OR %4" TO 1--2'" CLEAR ROCK (AS DIRECTED) COMPACTED SUBGRADE I - COMPACTED BACKFILL SHAPE BOTTOM OF EXISTING TRENCH MATERIAL TO FIT PIPE BARREL. LOUCKS PLATE NO. 4310 DRAWN 2/2016 LOUCKS PLANNING PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are !nstuments of the Consultant professional se(es for u� solely mi th iespea to this project These CADD files shall not be used 0 other pmjecYs. for additions to this pmiea, or fo: complefhn of this omjert 'ov others MIwniten approval by the Consultam With tha Consultant's approval, others may Ce nennited to often coni-, of the CADD dol.,,, f for Ile information and reference only. All ''teotional or „rm,enti.r,1 r addition, or deiction, to these CADD files slimoc erosions, a., xt the full ri of that party matron sock revl,iors, addlbem pr1e1et3ens and,hat party shall hold harmless andin . n v die �onsaitane from any & all......... lRios, damns,Ind ==.obllldes 11-09-20 PRELIMINARY SUBMITTAL I hereby certify that this plan, specification or relzcry was prepared by me or under my direct supervi�a� tha: am a duly Licensed Professional ng�lt5,ade the laws cf the State of Minnesota.` �� GidV[AcLouth -PE LicV 20383 Dat ` 11-09-20 Loucks Project No. MINIMUM RIPRAP REQUIRED Project Lead DIA. OF PIPE (IN.) L (FT.) RCP QUANTITY (C.Y.) CMP/HDPE QUANTITY (C.Y.) CLASS 12 8 5 5 III 15 8 5 5 III 18 10 6 7 III 24 12 8 10 III 30 14 1 12 1 13 III 36 16 1 14 1 17 III 42 18 22 27 IV 48 20 26 32 IV >48 22-28 1 30-40 1 32-40 IV 2' 1 4 RIP -RAP OUT FROM THE APRON SHALL NOT BE HIGHER THAN THE APRON INVERT. RIPRAP 1'(12"-27" DIA. PIPE) 1.5'(30" AND LARGER PIPE) 6" GRANULAR FILTER MATERIAL— SECTION A -A �GEOTEXTILE FABRIC TYPE IV EXTEND 1' UNDER APRON LOUCKS PLATE NO. RANDOM / HAND 4308 ■■ LOUCKS PLACED RIPRAP DRAWN 2/2016 USE A "QWIKSEAL" ADAPTOR FROM FERNCO OR APPROVED EQUAL WHEN CONNECTING TO AN EXISTING SEWER LINE. USE THE SAME PIPE MATERIAL w FROM THE WYE AT THE MAIN 45° BEND AT PL a w TO THE CAP AT THE END OF a � THE SERVICE. 5' RISER STUB & PLUG 45° BEND AT WYE - 2"X2" or 4"X4" AT END OF SERVICE. 5' MEDIUM DUTY, (1.25 POUNDS/FOOT) STEEL FENCE F OST EXPDXY-RESIN COATED, PAINTED OR GALVANIZED INSTALLED TO 6" BELOW FINISHED GRADE. 10' MIN. DEPTH OR Y1 ' r' AS SPECIFIED SERVICE PIPE SHALL BE 4" OR 6", AS SPECIFIED `TOTE: EE DETAIL 4007 FOR -RACER WIRE, WHEN 5' RISER STUB & PLUG MINIMUM 2% GRADE 45° BEND AT PL a w WYE IN A 10 O'CLOCK Z POSITION— SEWER SERVICE LOUCKS PLATE NO. i■ LOUCKS CONNECTION 4004 UP TO 14' DEPTH DRAWN 2/2016 COMPACTED BACKFILL COMPACTED SAND OR %4" TO 1--2'" CLEAR ROCK (AS DIRECTED) COMPACTED SUBGRADE I - COMPACTED BACKFILL SHAPE BOTTOM OF EXISTING TRENCH MATERIAL TO FIT PIPE BARREL. LOUCKS PLATE NO. 4310 DRAWN 2/2016 LOUCKS PLANNING PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are !nstuments of the Consultant professional se(es for u� solely mi th iespea to this project These CADD files shall not be used 0 other pmjecYs. for additions to this pmiea, or fo: complefhn of this omjert 'ov others MIwniten approval by the Consultam With tha Consultant's approval, others may Ce nennited to often coni-, of the CADD dol.,,, f for Ile information and reference only. All ''teotional or „rm,enti.r,1 r addition, or deiction, to these CADD files slimoc erosions, a., xt the full ri of that party matron sock revl,iors, addlbem pr1e1et3ens and,hat party shall hold harmless andin . n v die �onsaitane from any & all......... lRios, damns,Ind ==.obllldes 11-09-20 PRELIMINARY SUBMITTAL I hereby certify that this plan, specification or relzcry was prepared by me or under my direct supervi�a� tha: am a duly Licensed Professional ng�lt5,ade the laws cf the State of Minnesota.` �� GidV[AcLouth -PE LicV 20383 Dat ` 11-09-20 Loucks Project No. 20327 Project Lead TWM Drawn By TRIG Checked By TWM Review Date 11-09-20 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET 1-1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS C NOTES: 6" HUB WITH THREADED PVC PLUG - DO NOT GLUE • CASTING MAY BE REQUIRED SEE SPECIFICATIONS 10' GREEN ENAMEL U -CHANNEL FENCE POST W/ TOP 61NCHES WRAPPED WITH 3M SCOTCHLITE iREFLECTIVE TAPE OR EQUAL. I II ONE PIECE 6" PVC H. 40 CLEANOUT RISER I PVC LONG SWEEP BEND SCH. 40 I END OF LINE CLEANOUT IN LINE CLEANOUT LOUCKS PLATE NO. i■ LOUCKS DRAINTILE 4315 CLEAN-OUT STRUCTURE DRAWN 2/2016 CL VARIABLE VARIABLE VARIABLE STEEL FENCE POST 4' ABOVE GRADE (PAINTED BLUE)— CURB STOP AND BOX (ADJUST TO 1" BELOW FINISH GRADE) PL WATER SERVICE 17 17r 1" TYPE "K" COPPER Q 1" CORPORATION _z STOP Q CONCRETE BLOCK SUPPORT WATERMAIN--/ CRIMPTED END OF 1 -FT PIGTAIL NOTE: FOR SERVICES LARGER THAN 1 ", A TAPPING SLEEVE IS REQUIRED. ROCKWELL TYPE 230, FULL CIRCLE, WITH TAP THREADED FOR APPROPRIATE SIZE COPPER CORPORATION STOP, OR EQUAL. NOTE: 1. CURB BOX SHALL HAVE A STATIONARY ROD. 2. CURB BOX SHALL EXTEND FROM 78" TO 90". 3. SERVICE SHALL BE BEDDED IN GRANULAR BORROW. 4. FOR CURB BOX IN PAVEMENT, USE FORD TYPE A CASTING & COVER. LOUCKS PLATE NO. M LOUCKSCOPPER WATER 4603 SERVICE CONNECTION SUGGESTED CONSTRUCTION SEQUENCING (NOTE TO DESIGNER: EDIT AS NEEDED TO MEET PROJECT REQUIREMENTS) 1. INSTALL APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION. 2. ALL DOWN -GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS. 3. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES, ESPECIALLY AFTER EACH RAINFALL EVENT. 4. INSTALL ALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, NATURAL GAS, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINAL GRADE OF BIORETENTION DEVICE. 5. ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION, LEAVE A MINIMUM OF 1 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROM CLOGGING. 6. COMPLETE, STABILIZE, AND VEGETATE ALL OTHER SITE IMPROVEMENTS. 7. CONSTRUCT AND VEGETATE BIORETENTION DEVICE FOLLOWING STABILIZATION OF CONTRIBUTING DRAINAGE AREA. ENSURE THAT CRITICAL ELEVATIONS, SUCH AS UNDERDRAIN INVERT, TOP OF MEDIA, TOP OF MULCH, AND INVERT OF OVERFLOW STRUCTURE (IF PRESENT) ARE CORRECT, 8. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED, GENERAL NOTES (NOTE TO DESIGNER: EDIT AS NEEDED TO MEET PROJECT REQUIREMENTS) 1. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION. 2. SEE MINNESOTA STORMWATER MANUAL FOR SUBGRADE PREPARATION. MATERIAL SPECIFICATIONS: BIOFILTRATION SOIL MIX D: (BY VOLUME) COARSE SAND: 65 PERCENT TOPSOIL: 25 PERCENT (NO CLAY CONTENT) COMPOST(MNDOT GR. 2): 10 PERCENT (NO CLAY CONTENT) PLANT MATERIAL TOLERANT OF INUNDATION AND DROUGHT. NATIVE PLANTS RECOMMENDED. DEPTH REQUIRED TO DRAIN PRACTICE IN 48 HOURS OR LESS, NOT TO EXCEED 18". CURB GRASS PRE-TREATMENT UNDISTURBED, UNCOMPACTED INSITU SOIL- INFILTRATION RATES GREATER THAN 1 "/HOUR 3" SHREDDED WOOD MULCH (MnDOT TYPE 6) SUGGESTED MIN. PLANTING MEDIUM DEPTH 30" WITH A WELL BLENDED MIXTURE (BY VOLUME): 50-60% HOMOGENOUS CONSTRUCTION SAND 20-30% ORGANIC LEAF COMPOST 20-30% NATIVE TOPSOIL i■ LOUCKS 3H:1 L 0 M BIORETENTION BASIN -- LOUCKS PLATE NO. 4315 DRAWN 2/2016 DRAWN 12/2016 G G NOTE: GRANULAR MATERIALS FURNISHED FOR USE IN FOUNDATION, BEDDING, ENCASEMENT, OR BACKFILL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: • FOUNDATION MATERIALS SHALL HAVE 100% PASSING THE 1 1/2" SIEVE AND A MAXIMUM OF 10% PASSING THE No. 4 SIEVE. NOT LESS THAN 50% OF THE MATERIAL RETAINED BY THE No. 4 SIEVE SHALL HAVE ONE (1) OR MORE CRUSHED FACES. HARD, DURABLE CRUSHED CARBONATE QUARRY ROCK MAY BE USED FOR FOUNDATION MATERIALS. ROCK BEDDING MATERIALS SHALL BE 3/4" TO 1-1/2" CLEAR ROCK. IF IN-SITU MATERIAL UNDER ROCK BEDDING IS UNSTABLE, USE AS MUCH ROCK AS NECESSARYTO STABILIZE. LOUCKS PLATE NO. i■ LOucKS DUCTILE IRON PIPE 4615 BEDDING DRAWN 2/2016 C.LoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.foucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional evisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that parry shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. OIU:119110I1\ We .4 6W010 60 11-09-20 PRELIMINARY SUBMITTAL I hereby certify that this plan, specification or re o was prepared by me or under my direct supervi a that I am a duly Licensed Professional ng e the laws of the State of Minnesota \` �G id W.'McLouth - PE DatTJ RLOV 20383 Dat `_ 11-09-20 Loucks Project No. 20327 Project Lead TWM Drawn By TRIG Checked By TWM Review Date 11-09-20 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET 1-1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS 9 Lin --i m m O C: z 0 D 'I? \ rod \ aco \ ;;t C) � moo I N \ �/ / t BOON ARy q l \011! ,a I V /I L I I \ \ 1\1S I ± \\ \\ % \ \ 10 TREE CANOPY COVERAGE o 30 60 ILII 11111� SCALE IN FEET IIIIL TREE CANOPY LEGEND EXISTING CANOPY COVERAGE PROPOSED CANOPY COVERAGE TO REMAIN TREE CANOPY CALCULATION DESCRIPTION \ L 7 "A9 8 ACRES 21.5" SAVED FEET , +, 1fi„ S i- j ± NET SITE AREA 15 122,379 \ ± ± I SPRUCE 10"A , / 1 \ I 150,257 3.45 14 EXISTING CANOPY COVERAGE 39% 59,059 1.34 I +_13" 1 18 5"MA 14. 45,077 1 R =MOVED (LOW DENSITY RESIDENTIAL) ASH 7 5"AS 1 SAVED D PROPOSED CANOPY COVERAGE 30.5% I I 1.05 I ry, SAVED 12 ASH I o 112 13 ASH 13" E CANOPY COVERAGE AND REQUIRED MAPLE 709 R=MOVED 15 CANOPY COVERAGE =D -C I R -MOVED 16 ASH 12" R=MOVED 17 MAPLE 17.5" SAVED 18 n12'A , / 13.5" /HSG 19 OAK 10" I 20 ASH 12" R =MOVED 21 ASH 15.5" R=MOVED 22 ASH 11.5" REMOVED 23 I 1 � 24 ASH 17" REMOVED 25 APPLE ---- � 26 WALNUT 25" R=MOVED 27 WALNUT 21 " R _MOVED 28 WALNUT 13.5" R -MOVED 29 ---- +,75"A ,\25 i \ R =MOVED -- --- °M 11.5" R=MOVED \ WALNUT \ R _MOVED 32 - 10" I 33 ASH 11.5" REMOVED \ 1 OAK ti r o l 35 OAK 11" , 36 ro 13" 4135"A5 /046- O ELM 28 / {• 38 WALNUT \ • ,135 2 Al ( fi > \ o PINE 12.5" WA u 11 5"WA 41 \+-17"AS 16.5" \ 42 29/ 22" SAVED 43 PINE 15.5" 29"WA 1-7 o 'A o > ASH _ _ � SITE OUN RY R --MOVED y / 17" R=MOVED 46 ASH 10" R=MOVED 47 ASH 10.5" R =MOVED 48 ASH 10" REMOVED 49 ASH 14" R :MOVED 50 ASH 17" R=MOVED 51 PINE 20" I � I i 52 I I I 25" R EMOVED TREE CANOPY COVERAGE o 30 60 ILII 11111� SCALE IN FEET IIIIL TREE CANOPY LEGEND EXISTING CANOPY COVERAGE PROPOSED CANOPY COVERAGE TO REMAIN TREE CANOPY CALCULATION ADDITIONAL CANOPY REQUIRED - 0 s c �. WI I.1 I 43 551z 20 21 )2 35 145 5"AS , 47 ,49 +'9451 7 I NOV ,v0 I� 24 rt I > r� 1 ��E g A V E al SIGNIFICANT TREE TA13LE TREE # DESCRIPTION %SQUARE DISPOSITION ACRES ELM 21.5" SAVED FEET MAPLE 17.5" NET SITE AREA 3 122,379 2.81 A OUTLOT'A' AND PRIVATE ROAD SPRUCE 27,878 0.64 5 TOTAL AREA 100`/0 150,257 3.45 B EXISTING CANOPY COVERAGE 39% 59,059 1.34 C REQUIRED MINIMUM CANOPY COVERAGE 30% 45,077 1.03 R =MOVED (LOW DENSITY RESIDENTIAL) ASH 19.5" SAVED D PROPOSED CANOPY COVERAGE 30.5% 45,786 1.05 MAPLE TO REMAIN SAVED 12 ASH 17.5" DIFFERENCE BETWEEN PROPOSED 13 ASH 13" E CANOPY COVERAGE AND REQUIRED MAPLE 709 R=MOVED 15 CANOPY COVERAGE =D -C 10" R -MOVED 16 ADDITIONAL CANOPY REQUIRED - 0 s c �. WI I.1 I 43 551z 20 21 )2 35 145 5"AS , 47 ,49 +'9451 7 I NOV ,v0 I� 24 rt I > r� 1 ��E g A V E al SIGNIFICANT TREE TA13LE TREE # SPECIES DIAM / HT DISPOSITION 1 ELM 21.5" SAVED 2 MAPLE 17.5" SAVED 3 OAK 23" SAVED 4 SPRUCE 15" SAVED 5 PINE 15" R=MOVED 6 PINE 19" R=MOVED 7 ASH 15" R_MOVED 8 ASH 16" R =MOVED 9 ASH 19.5" SAVED 10 MAPLE 11" R:MOVED 11 MAPLE 19" SAVED 12 ASH 17.5" R =MOVED 13 ASH 13" R=MOVED 14 MAPLE 18.5" R=MOVED 15 ASH 10" R -MOVED 16 ASH 12" R=MOVED 17 MAPLE 17.5" SAVED 18 OAK 13.5" R _MOVED 19 OAK 10" R=MOVED 20 ASH 12" R =MOVED 21 ASH 15.5" R=MOVED 22 ASH 11.5" REMOVED 23 ASH 13.5" REMOVED 24 ASH 17" REMOVED 25 APPLE 17.5" R=MOVED, 26 WALNUT 25" R=MOVED 27 WALNUT 21 " R _MOVED 28 WALNUT 13.5" R -MOVED 29 WALNUT 29" R =MOVED 30 WALNUT 11.5" R=MOVED 31 WALNUT 25" R _MOVED 32 ELM 10" R=MOVED 33 ASH 11.5" REMOVED 34 OAK 15.5" REMOVED 35 OAK 11" SAVED 36 ASH 13" SAVED 37 ELM 14" SAVED 38 WALNUT 13" R=MOVED 39 OAK 10" REMOVED 40 PINE 12.5" SAVED 41 PINE 16.5" SAVED 42 PINE 22" SAVED 43 PINE 15.5" SAVED 44 ASH 11" R --MOVED 45 ASH 17" R=MOVED 46 ASH 10" R=MOVED 47 ASH 10.5" R =MOVED 48 ASH 10" REMOVED 49 ASH 14" R :MOVED 50 ASH 17" R=MOVED 51 PINE 20" R=MOVED 52 ASH 25" R EMOVED 53 PINE 13" SAVED 54 PINE 25" SAVED 55 PINE 12" SAVED 56 PINE 17.5" SAVED 57 PINE 15.5" SAVED 58 ASH 13.5" R=MOVED 59 ASH 19" R --MOVED :.LoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com %DD QUALIFICATIC CADD files prepared 'cry the Consultant for this prnjea are instruments of the Consultant profess,onal services for use solely with respect to this protect These CADD files shall net botoed n other projects, for additions to this project, or for completion of this project by other without written approval by the Consultant With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All Intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that parry shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 10-16-20 PRELIMINARY SUBMITTAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Gregory A. Johnson - LA COVER SHEET License No. 24610 Date 10-16-20 C2-1 SITE PLAN Loucks Project No. 20327 Project Lead TWM Drawn By GAJ Checked By TWM Review Date 10-16-20 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN 0-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS "ll — -1034- — , I— — — — -1036— 1 -_- O I / � A/ j o c \ / o » \ / D = / m m / It HB 251301/�op2 417 s"MA 1 \ +25"30 1 Ir — _ _ SITE BOUN Y / 15'9P 1 I I i215'EL 1) / 1 MA I I I III /., o / i AB I I 1 I / o 1 / -_ 'S. 1 1 I I \ 1 I ' 18"M 1 _ AB 1 I / . i..� 1 1 L if AB / I_. I I / BS 2 3 \ /pit It 14'L 1 ° O I I = 16 5"PI i 0 30 60 ILII LANDSCAPE PLAN I�Ia ° SCALE IN FEET VIII—22"P11 #� GROUNDCOVER LEGEND SOD/ TOPSOIL -SEE NOTES MNDOT SEED MIX 25-131 LOW MAINTENANCE TURF PLANT SCHEDULE MNDOT NATIVE SEED MIX 33-261 QTY STORMWATER BOTANICAL NAME MNDOT NATIVE SEED MIX 35-241 CAL MESIC PRAIRIE GENERAL PLANT SCHEDULE DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT CAL Project Lead AB 3 AUTUMN BLAZE MAPLE Acer freemanii 'Autumn Blaze B & B 2.5"Cal 10-16-20 RB 3 RIVER BIRCH Betula nigra B & B CONDITIONS PLAN N1�1m6.e7 CH 2 COMMON HACKBERRY Celtis occidentalis B & B 2.5"Cal ' 55"PI 1ce ___ EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT CAL TREE CANOPY PLAN BS 2 BLACK HILLS SPRUCE Picea glauca'Densata' I B & B WP 3 WHITE PINE Pinus strobus JB&B 6' MIN. HGT. o =I 15 5'PI 1 O lal , • -{ —'a� -, A V--- O� GENERAL NOTES CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTI� G CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN Al' ID BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY E ISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR I[` TENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODE i AND REGULATIONS GOVERNING THE WORK OR MATERI,kLS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROAIOS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME � HALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES ANC PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CON`..TRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10'- 0 CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID SO TI ]AT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTIVG TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/ 3UTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORM,\TION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRAC TOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRU TION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJU`-TMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CON )ITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CH/,NGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. CALL BEFORE YOU DIGI Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-2;2-1166 WARNING THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COM SANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERC ROUND WIRES, CABLES, COND JITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURE` BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHIN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. :.LoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com 4DD QUALIFICATIC CADD files prepared by the Consultant for the project are instruments of the Consultant profess onal services for use solely with respter to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant With the Consultants approval others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revsons, additions, or deletions to these CADD files shall be made at the full risk of that erty making such revision, additions or deletions and that parry shall hold harmless and indemnify the Consufmnt from any & all responsrelres, !aims and, Iiabilities- 10-16-20 PRELIMINARY SUBMITTAL 1 hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Gregory A. Johnson - LA License No. 24610 Date 25"PI 1 – Loucks Project No. 20327 Project Lead TWM Drawn By 17 5"PI 1 : : _7- 5WH Review Date 10-16-20 tM-1021.72 =' NV-1016.61_- C1-1 EXISTING CONDITIONS PLAN N1�1m6.e7 DEMOLITION PLAN C2-1 NV -9006.07; C3-1 GRADING & DRAINAGE PLAN C3-2 ' 55"PI 1ce ___ tai �::::.: UTILITY PLAN INV -1017. Bj- :: __- /5 TREE CANOPY PLAN 1-2-1 LANDSCAPE PLAN 1-3-1 LANDSCAPE DETAILS —'a� -, A V--- O� GENERAL NOTES CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTI� G CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN Al' ID BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY E ISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR I[` TENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODE i AND REGULATIONS GOVERNING THE WORK OR MATERI,kLS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROAIOS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME � HALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES ANC PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CON`..TRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10'- 0 CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID SO TI ]AT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTIVG TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/ 3UTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORM,\TION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRAC TOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRU TION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJU`-TMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CON )ITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CH/,NGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. CALL BEFORE YOU DIGI Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-2;2-1166 WARNING THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COM SANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERC ROUND WIRES, CABLES, COND JITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURE` BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHIN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. :.LoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com 4DD QUALIFICATIC CADD files prepared by the Consultant for the project are instruments of the Consultant profess onal services for use solely with respter to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant With the Consultants approval others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revsons, additions, or deletions to these CADD files shall be made at the full risk of that erty making such revision, additions or deletions and that parry shall hold harmless and indemnify the Consufmnt from any & all responsrelres, !aims and, Iiabilities- 10-16-20 PRELIMINARY SUBMITTAL 1 hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Gregory A. Johnson - LA License No. 24610 Date 10-16-20 Loucks Project No. 20327 Project Lead TWM Drawn By GAJ Checked By TWM Review Date 10-16-20 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C11-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET 1-1-1 TREE CANOPY PLAN 1-2-1 LANDSCAPE PLAN 1-3-1 LANDSCAPE DETAILS �;sarr. u 2x ROOT 4. II Til li'ti=1 rrI1 i 1 DECIDUOUS TREE PLANTING SCALE: 1/2" = V-0" I a THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANTING IS COMPLETE. CUT BACK WIRE BASKET WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 16"x2" POLYPROPYLENE OR POLYETHYLENE STRAP TREE WRAP TO FIRST BRANCH SAFETY FLAGGING - ONE PER WIRE ROOT FLARE EVEN WITH OR JUST ABOVE GRADE. MULCH - 4" DEEP. NO MULCH IN CONTACT WITH TRUNK - SEE NOTES OR SPECS. BACKFILL WITH IN SITU TOPSOIL WOOD STAKE (OPTIONAL) EDGE VARIES - SEE PLAN SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING SET PLANT ON UNDISTURBED NATIVE SOIL CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. ■o LOUCKS Deciduous Tree Planting.dwg THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE ANY DAMAGED BRANCHES AFTER PLANTING IS COMPLETE. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 16"x2" POLYPROPYLENE OR POLYETHYLENE STRAP SAFETY FLAGGING - ONE PER WIRE MULCH - 4" DEEP - SEE NOTES OR SPECS. MULCH MUST NOT BE IN CONTACT WITH TRUNK. BACKFILL WITH IN SITU TOPSOIL WOOD STAKE (OPTIONAL) EDGE VARIES - SEE PLAN SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING ROOT BALL SET ON UNDISTURBED SUBGRADE 2 CONIFEROUS TREE PLANTING SCALE: 1/2" = V-0" CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. ■a LOUCKS Coniferous Tree Planting.dwg LANDSCAPE INSTALLATION COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING MULCH SHALL BE CLEAN SHREDDED HARDWOOD MULCH WITH INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. UNIFORM PIECE SIZE. ALL TREES NOT IN PLANTING BEDS TO RECEIVE 4" DEEP MULCH WITH NO MULCF IN DIRECT CONTACT WITH TREE NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND TRUNK. CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1 " BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. MULCH FOR TURF SEEDED AREAS SHALL BE TYPE 5 WOOD FIBER HYDROMULCH CONFORMING WITH MNDOT 3884. MULCH FOR SEEDED AREAS WITH SLOPES 15% OR GREATER SHALL BE MNDOT CATEGORY 1, STRAW RD 1S BLANKET CONFORMING WITH MNDOT 3885. SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO V -CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN THE TREE SAUCER. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL FLAGGING AND LABELS FROM PLANTS. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1 " GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. SPREAD GRANULAR PRE EMERGE VT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMEND aTIONS UNDER ALL MULCHED AREAS. IF THE LANDSCAPE CONTRACTOE IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH �11GHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTIOFI OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND/OR INSTALLATION. CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE - HE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SF ALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLU')ING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION ANS DISEASE/PEST CONTROL. CONTRACTOR SHALL GUARANTE= NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR BEGINNING ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION ,IND SEED/SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWEE TO JUNE 15. FALL SODDING IS GENERALLY AC _-EPTABLE FROM AUGUST 15 - NOVEMBER 1. FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRI I-ING BY THE LANDSCAPE ARCHITECT. PROTECT ALL EXISTING OAKS ON SITE SCHEDULED TO REMAIN. F EXISTING OAKS ARE DAMAGED IN ANY MANNER, ABOVE OR BEL DW GROUND IN THE ROOT SYSTEM, i,N ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. OAKS ARE NOT TO BE PRUNED, REMOVED OR TR %NSPLANTED BETWEEN APRIL 15 AND JULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES ARE UNAVOIDABLE. LANDSCAPE CONTRACTOR SHALT. ESTABLISH TO HIS SATISFACTION THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE i,T AND AROUND THE BUILDING SITE. :. LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com 4DD QLIALIFICATIr, CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project These CADD files shall not be used on other projects, for additions to this protect, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that parry making such revisions, additions or deletions and that parry shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. • 10-16-20 PRELIMINARY SUBMITTAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Gregory A. Johnson - LA License No. 24610 Date 10-16-20 Loucks Project No. 20327 Project Lead TWM Drawn By GAJ Checked By TWM Review Date 10-16-20 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS ILVA 10LVA M A.1% I� i111�1 CITY OF C HANHASSE N Chanhassen is a Community for Life -Providing for Today and Planning for Tomorrow TO: Erik Henricksen, Project Engineer Jill Sinclair, Environmental Resources Coordinator Jerry Ruegemer, Parks & Recreation Director Eric Tessman, Building Official Matt Unmacht, Water Resources Coordinator FROM: Bob Generous, Senior Planner DATE: February 26, 2021 SUBJ: Deer Haven Subdivision Final Plat Review The final plat for Deer Haven was submitted today and is scheduled for City Council review and approval on Aril 12, 2021. Please review the conditions in the preliminary plat letter of approval against the attached plans and confirm one of the following for each: • Condition has been met • Condition has been modified • Condition still applies • Addition of new conditions based on review of final plat documents Also, please provide an updated analysis of the plan. Please respond to me with your comments and updates no later than April 1, 2021. Attachments gAplan\2020 planning cases\20-22 6480 yosemite avenue (deer haven) sub\final plat\fmal plat review distribution memo.doc PH 952.227.1100 • VYWW dchanhassBnnn.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 DEER HAVEN Chanhassen, MN TABLE 1 - Lot Tabulation Width @ House House Area Front Front Rear Side Side Street Pad Pad Block Lot M Setback Setback Setback Setback Setback Width Depth 1 16,455 115 30 30 10 30 60 60 2 15,079 100 30 30 10 N/A 60 60 1 3 15,044 100 41.5 30 10 N/A 60 60 4 49,504 Ex. House 30 30 10 N/A N/A N/A Outlot A 26,297 I ► -66 1"W TO: Bob Generous, Senior Planner FROM: Ken Ashfeld 4 - DATE: February 26, 2021 SUBJECT: Final Plat Submittal for Deer Haven Bob, Thank you for all your help and guidance with the various elements associated with the review of the Deer Pass subdivision. Attached herewith are the various documents related to the requirements of final plat submittal. As I mentioned, I am working with a developer/home builder that if we successfully agree on them taking over the development, I will provide that information for inclusion within the Development Contract. Ken Ken Ashfeld 6480 Yosemite Excelsior, MN 55331 CITY OF CHANHASSEN RECEIVED FEB 2 6 2021 CHANHASSEN PLANNING DEPT COMMUNITY DEVELOPMENT DEPARTMENT Planning dDivisiont - P.O. BoxMarket147, Boulevard CITY OF CIIANIIASSEN Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-11001 Fax: (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: PC Date: CC Dale: 604)ay Revlaw Date: (Refer to the appmpnate Application Checklist for required submittal information that must accompany this appllcffironJ ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on-site sewers..... $100 ❑ Conditional Use Permit (CUP) ❑ Metes 8 Bounds (2 lots)..................................$300 ❑ Single -Family Residence ................................$325 ❑ Consolidate Lots..............................................$150 ❑ All Others ......................................................... S425 ❑ Interim Use Permit (IUP) (Includes 50 escrow for attorney costsY v ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others ......................................................... S425 ❑ Rezoning (REZ) ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD ................. $100 ❑ All Others .........................................................$500 ❑ Sign Plan Review...................................................$150 $275 ❑ Site Plan Review (SPR) $100 ❑ Administrative ..................................................$100 ................. $500 ❑ Commercial/Industrial Districts'......................$500 Plus $10 per 1,000 square feet of building area: ( thousand square feet) 'Include number ofexp employees: 'Include number of new employers: ❑ Residential Districts....... ..................................$500 Plus $5 per dwelling unit (_ units) ❑ Notification Sign (city to install and remova) ..... ❑ Subdivision (SUB) ❑ Create 3 lots or less ........................................ $300 ❑ Create over 3 lots .......................$600 + $15 per lot (_ lots) ❑ Metes 8 Bounds (2 lots)..................................$300 ❑ Consolidate Lots..............................................$150 ❑ Lot Line Ad' trent....................... ❑� Final Plat. .. ...T7ry�-�$,150 i•t✓3700 (Includes 50 escrow for attorney costsY v 'Additional escrow may be required for other applies through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) ❑ Variance (VAR) ....................................................$200 ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence ...............................$150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment (ZOA) ................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. ❑ Property Owners' List within 500' (City, to generate dies, pieapplication reefing) (addresses) ............... S200 $3 per address ❑ Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteratign Permit ❑ Metes 8 Bounds Subdivision (3 docs.) ❑ Easements ( easements) ❑ Deeds ctf TOTALFEE: —� Description of Proposal: Final Plat approval Property Address or Location: Parcel #: 250033500 6480 Yosemite Legal Description: 3 TH WLY PARALLEL WITH S LINE SE114 NE114 281.OT TH NELY Total Acreage: 2.81 Wetlands Present? ❑ Yes RI No Present Zoning: Rural Residential District (RR) D. Requested Zoning: Single -Family Residential District (RSFE] Present Land Use Designation: Residential Low Deny Requested Land Use Designation: Residential Low Density Existing Use of Property Residential ❑Check box if separate narrative is attached. ITY dF enAIQI`1AbbhN RECEIVED FEB 2 6 2021 11HANHASSEN PLANNING DEPT SCANNED t Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. 1 agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Contact: Address: Phone: ' City/State/Zip: Cell: - Email: Fax: Signature: Date: PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Kenneth and Barbara Ashfeld Contact: Ken Ashfeld Address: 6480 Yosemite Ave Phone: (763) 477-6912 City/State/Zip: Excelsior, MN 55331 Cell_ (763) 477-6912 Email: kashfeldQmaplegrovemn. Fax: Signati�Li4wvVDate: 1 Z This application must be completed in full and must be a panied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Loucks Associates Contact: Todd McLoulh Address: 7200 Hemlock Lane Phone: (763) 424-5505 City/State/Zip: Maple Grove, MN 55369 Cell: (612) 207-2986 Email: TMcLouth@loucksinc.com Fax: Section 4 Notification Information Who should receive copies of staff reports? 'Other Contact Information: ❑� Property Owner Via: ❑� Email ❑ Mailed Paper Copy Name: ❑� Applicant Via: E Email ❑ Mailed Paper Copy Address: ❑• Engineer Via: ❑• Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other* Via: []Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. SAVE FORM PRINT FORM SUBMIT FORM Ken Ashfeld From: Generous, Bob <bgenerous@ci.chanhassen.mn.us> Sent: Monday, February 22, 2021 2:38 PM To: Ken Ashfeld Subject: RE: Deer Haven Attachments: 2021 development fees_12-21-20.docx Hi Ken, You are correct. You did pay for the final plat application. No additional development application fees are required. With the development contract, you will be paying the development fees (see attached). M. Robert Generous, AICP Senior Planner CITY OF CHANHASSEN PH. 952.227.1131 FX. 952.227.1110 www.d.chanhassen.mn.us rt r From: Ken Ashfeld <KAshfeld@maplegrovemn.gov> Sent: Monday, February 22, 2021 12:17 PM To: Generous, Bob <bgenerous@ci.chanhassen.mn.us> Subject: Deer Haven Bob, Thank you for your time to chat last Friday. As I mentioned, we are planning to come in with the application for final plat soon. You came into this project after being started by Sharmeen. I am happy to be working with you, as I was with Sharmeen. I have a quick question for you. At the time of the last application submittal, we were really looking at a prelim and final approval. Sharmeen assisted me with the application form and I have attached for your convenience of reference. You will note that I paid a final plat fee of $700. Subsequent to that, due to the issues of the access road, the approval process was split between prelim and final. I am hopeful you could assist me with what fees, if any, that I need to submit with the final plat approval. I am hoping for none but thought I better ask. Thank you Bob, for looking into this. Ken Ken Ashfeld I City of Maple Grove Director of Public Works/City Engineer 12800 Arbor Lakes Parkway No. Maple Grove, MN 55369 (763)494-6351 kashfeld to maoleerovemn.eov City of Maple Grove (,)(- av30- a COMMUNITY DEVELOPMENT DEPARTMENT Planning Division - 7700 Market Boulevard CITY OF CWHASSEN Mailing Address - P.O Box 147 ChanhassenM . N 553'7 Phone (952)227-1100/Fax (952)227-1110 APPLICATION FOR DEVELOPMENT REVIEW S�omrtlai Date.__ PC Dale (I T 1 __ CC care f4 /u ()O eaDay ReNew Date (Refer to flea appropriate ApOrcaxiwi Cheddar for regurred SuWrvaa/ inforwbapn that muSI acmwmny the appacnt)on) ❑ Comprehensive Plan Amendment....- ..... ........ ._.. $600 ❑ Subdivision (SUB) ❑ Minor MUSA line for failing on-site sewers _... $100 ❑ Create 3 lots or less _ ..................................._.$300 ❑+ Create over Slots __._....... + $15 per lot ❑ Conditional Use Permit (CUP) lots) ❑ Single -Family Residence ... ...... .......... ... __...$325 ❑ Metes B Bounds (2 lots) ....__.................... _..$300 ❑ All Others_ .... ....... ...._. ...._._........ _._....__....$425 ❑ Consolidate Lots._ _. __..................... ........... $150 ❑ Interim Use Permit (]UP) ❑ Lot Line Adjustment ..... ...........$150 ❑Q Final Plat E] In conjunction with Single -Fainly Residence.. $325 ___. ___ ..._......_$700 (Includes 5450 escrow for attomey costs)' ❑ All Others. .......... _................ ._........... _..._..$425 •Addiaonal escrow may be reguveC ror other appicatiorrs ❑� Rezoning (REZ) to o gh the development coritrad. ❑ Planned Unit Development (PUD).._.__...... $750 ❑ Vacation of Easements/Right-of-way (VAC)_. ... _ $300 ❑ Minor Amendment to existing PUD.... $100 (Admtwnai recording lees may apply) M All Others _.._.. ... I .... ..... ... _ $500 Q Variance (VAR) ............... ..........._.......... .......... $200 ❑ Sign Plan Review.. ........ ...... ......... ... $150 ❑ Wetland Alteration Permit (WAP) ❑ Site Plan Review (SPR) ❑ Single -Family Residence ....... ........ ................ $150 ❑ Administrative ........ ._.._....._.._._......._...__.$100 ❑ All Others ............. ......._.............. ....... ... .._$275 ❑ Commeraaulndustrial Districts'_____.._...._...$500 ❑ Zoning Appeal $100 Plus $10 per 1,000 square feet of budding area. _._... ... .. _.............. ( thousand square feet) ❑ Zoning Ordinance Amendment (ZOA) $500 Include numaer ofxis still employees Include %moer of naw employees ❑ Residential Districts. __... S500 NOTE When mutaple appticaaons aro prmessed concumntly. _............... _._.. Plus $5 per dwelling unit (— units) the ppmnate fee shall ae charged for each applivoon. QNotification Sign (oty m install ana removei._................................................ ........... _._................ .._..... . $200 ❑� Property Owners' List within 500 (c ty to generate after preapplication meeting) ............ ........... _.. _............... $3 per address ( 52 addresses) •❑ Escrow for Recording Documents (check all that apply) .. __............. _....... ........... ....... ..._ _. $50 per document ❑ Condmonal Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation H Variance ❑ Wetland Alteration Permit ❑ Metes 8 Bounds Subdivision (3 docs.) ❑ Easements( easements) ❑ Deeds TOTAL FEE: $2,466.00 Descnption of Proposal Four lot subdivision and development Dian Property Address or Location 6480 Yosemite Parcel p. 250033500 Legal Description ❑ CORN SE1/4 NE1/4 TH WILY PARALLEL WITH S LINE SEI/4 NE Total Acreage. 2.64 Wetlands Present? ❑ Yes ® No Present Zoning Select One Requested Zoning Select One Present Land Use Designation Residential Low Oen13 Requested Land Use Designation Residential Low Der Existing Use of Property Residential F CHANHASSEN ❑Check box if separate narrative is attached AHHASSEN PLANNING DEPT I I I 1 I DEER HA VEN "'e 1 he. 114 Rua PJ !aha Saw, vmnvrt - 8 --:=:. isi vire �:.s: v — J ----------------- I ___-- i Ili MAP NottoE --77 e� a: I Y I `1 duce I 4� I til I SECTION 03, TOWNSHIP 116, RANGE 23, CANER COUNTY, MINNESOTA ne.. Ce tue aE 1. TErE I/a Ci ¢C. a,.,I.. D. IMS,X aFINf ,Y mumo,e O CBYItg Va MOlX taaglROx is pB1p .INP 1. Mp1U.iNI rosea, ulasss omvwnsE pI Mli ® pB1adamxyowaxd Co.Mv nn RON lapraRear M 0 40 SCALE IN FEET ovaN.Fa.ro eramr MMse¢m ail 51a>/atlxle: uarrosuen II II S -y - m II t9 II { luml s rin wvnOT., a Ltls OtNEaswa_ NgU1ED AND AaMNING LOT UNES, unJ BFING 1c iEETW.1 U41FS5 E. 0X1tFD. ANp atN .sh nLe. , ums aspMaNMtm. KNOW ALL PERSONS BY THESE PRESENTS: That Kenneth Ashfeld and Barbara Beni hfiald, husband and wHe, owners of the folhaw, g described property situated in the County of Carver, State of Mamanote, to not That pert of the Soutlwan Quarter of the Northeast Quarter of Section 3, Twmship 116, Range 23, Career County, Minnesota, dideco ol as follower. Beginning at the Netheaet corner Of said Southeast Quarter of the Northeast Quarter: thence Southerly along this, East line of said Southeast Quarter of the Northeast Quaver to a point 668.00 feet North of the Southeast comer of said Southeast Quarter of the Northeast Quarter, thence Westerly parallel with the Sau in line ScuMeast Ouerter of the Nartheast Quarter a distance of 281 D2 feet thence Northeasterly u a point an the North line of said Southeast Quarter of the Northeast Quarter distance I" CO ice Weaterly from the point of beginning, thence Easterly along siad North line 19800 feet to the point of beginning, except the North 50.00 feet thereof. Have eked the same to be surveyed and platted as DEER HAVEN, and does hereby dedicate to the public for public use the he drainage old Ality easements as created by the plat. M witless whereof said! Kenneth Ashfield and Barbare BersiewAsMald, husband and w8c, haw, hereunto set their bands this day of 20_ Kenneth Ashfield Barbara Kerte-Ashfield STATE OF MINNESOTA COUNTY OF The foregoing instrument wa ackrlawktlged before me this day Printed Name, Notary Not" Public. My Commission Expires 2020, by Kenneth Ashfield and Barbara Bersie-Ashfeld. I, Max Stanslowski, do hereby certify that this plat was prepared by m, or under my direct supervision; that I am a duly licensed lard Surveyor in the State of Minnesota; that his plat e a correct representation of the boundary survey; that all mathematical data and lobes tae correctly designated on this pet; that as monuments depicted on this plat haw been, or will be come* set within one year; the all water boundaries and wet lams, as defined in Minnesota Suounw, Section W5 01, Subd. 3, as of the date of the certificate are shown and labeled on the Har, and all puW,c ways are shown and abeled nn this plat. Dated the day of 20_ Max Stanislowsi i, licensed and Surveyor, Minnesota license No. 08988 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before Syuture Primed N., Nosey Notary Public, Hennepin County, Minnesota My Co common Expires 20_ CHANHASSEN, MINNESOTA by Max Stanidoetio, a Licensed UM Sumym, This plat of DEER HAVEN was approved and accepted by the City Council of Chanhassen, Minneeoa, at a regular meeting beemof held his dry of 20_ N a ophcable, the women comments and momor endauons of the Commssioner of Transportation aha the County Nghway Engim a have been received by the City or the preevibed 3 y pedod has elapsed without receipt of such comments and recommendations, as provided by Minnesota Statutes, motion SDSA3, Slbdi aeon 2. City Commit, Chanhassen, Mon.. By; Mayor By: Cork CITY OF CHANHASSEN RECEIVED COUNTY SURVEYOR, Carver Cwmty, Minlreoa Pursuant to Chapter 395, Min. Laws of 19]1, his pia has been approved his dry of By: Brian Prase, Carver County Surveyor COUNTY AUDITOR Comer County, Minnesota I hereby certify tut sexes payable in 20 and prior years have been paid for land described on this pep dated his Crystal Camper, County Author COUNTY RECORDER, Caver County, Mkwsob I hereby cattily that the within plat of DEER HAVEN was recorded in this office the day of Document No. BY Kaam Leve County Recorder 20- FEB 2 6 2021 CHANHASSEN PLANNING DEPT 20_ 20_ at _.-dock— M. as ■ LOUCKS v� Gopher State One Call i■ LOUCKS PaNNwD rnRENGINEEItNG LAND SLRVENK RIE.Romcall� enmoNrtEnrK rm Lrtiva L... s..Maol LR,Iwuw..wuva >uwxns ....ami. 114 W PREIIMINA SVRMTAL M.i1 LOT YNESB GRA C Ot pS.]I CIXJSf CCCUMFNiS t%Y .v°� °jSwPPnµA s 3 S—. A0iE5 A JEiAL STOxM 11 11 'L"SEN �. Ni '1O1RE c, IESA iFEIIAAOPV PV.A APE PIAN L _11 nPE DRAILS RECEIVED FEB 2 6 2021 CHANHASSEN PLANNING DEFT i I I I 1 1 I I y m I 16 I 1 I / \ IS, \ 40 - ov®m M 807ElDER 60 _'_ fel / a-\ •h \ � — ---- S. N. 3 • /� t �1 21 _ T A V A w,5 I I �� i l I \ --C 1 , 19 20 10 <O„y«,`�►p« w,<; <'� <<�`.!•'i �:�<<�O <'� aQ0<aa0� ;O<.a<�lik;Il.. li i4«_ -n. �A<,4«.wW..0 <�<y4O���Mw<S<<«��'n aua<<i�«<aMAa <O�ff�•«�<<<O�t�".�X \,4 <, •wA'.«Mw-.«��hMIR"J,O<�OON<�<'<�O�«'<�?a� w. ' � a (•.�'•a<.f. aVt�<a<<�'i'�Vi!��T�.i<eQH'.�i<`tiiL. OWA 0 30 TREE CAN P SIGNIFICANT TREE TABLE SC�Ll IN FEU =cm SPECIES DIAM / HT ov®m M 807ElDER 15.5• REMOVED 35 BOREIDFA 11• SAVED M ASH 13• SAVED 37 ELM 11• SAVED 38 WALNUT 13• REMOVED 39 BofEtDet 10• 00® Q PIE 125• o©moo 11 PINE I"- SAVED Q PINE 1• SAVED 43 PINE 15.5• 000' M ASH It- REMOVED 15 ASM 17• RBADVEO 46 ASH 10• REMOVED 47 379E 105• REMWED W 491 10• REMOV® M 491 14• REMOV® 50 ASH 17• REMOVED 51 PINE 1. 0m� 52 ASH E• REMOV137 53 RE 13• SAV® M ERE E• SEN® SS P RE 12• ©0®0 56 PRE 1756 SRV® 37 RIE ls.s• SAV ® 58 ASH 13.5• 0m80 59 491 19• REMOYID 60.4 MISC• MA15• SAVED TREE It SPECIES DIAM / HT DISPOSITION M 807ElDER 15.5• REMOVED 35 BOREIDFA 11• SAVED M ASH 13• SAVED 37 ELM 11• SAVED 38 WALNUT 13• REMOVED 39 BofEtDet 10• REMovED Q PIE 125• SAVED 11 PINE I"- SAVED Q PINE 1• SAVED 43 PINE 15.5• SAVED M ASH It- REMOVED 15 ASM 17• RBADVEO 46 ASH 10• REMOVED 47 379E 105• REMWED W 491 10• REMOV® M 491 14• REMOV® 50 ASH 17• REMOVED 51 PINE 1. REMOVED 52 ASH E• REMOV137 53 RE 13• SAV® M ERE E• SEN® SS P RE 12• SHIED 56 PRE 1756 SRV® 37 RIE ls.s• SAV ® 58 ASH 13.5• REMOVID 59 491 19• REMOYID 60.4 MISC• MA15• SAVED TREES D-]9ARE VARDUS SPECS AND SRES LOCATED N t!E SOUIIEIIN NDRID31 aTHE PROPERP. SNCETHEYVERE NOf INCLUDED IN THE SURVEYTHEY ARE COUMED AS A GROUP AND SILED PER THE AVERAGE SIGNIFICAM TPEE CADPER ON THE PROPERtt. 0 WEE PROTECTION NOTE NSfALL SNOW FENCE AROUND EACH TREE TOM PROTECTED PRIOR TO GRADING. FENCE SNNl BE PLACED AT THE DRIP EDGE OR CRBICAL ROOT ZONES OF THE TREES. FENCING SFWl BE NO CLOSERTHAN6TOTHETRUNKOFANYWEETOSEPROTECTED. THEPERIMEMRSFORWEES BEING PROTECTED SHALL BE DESIGNATED AT ALLTIMES DURING CONSWLDTION ACTMTY MID SIGNAGE SHALL BE INSTALLED AT ALL WEE PROTECTION AREAS THAT NSDiUCTS V/ORKERSTO STAY OUT. CONTRACTOR SHALL AVO®ALLAREAS WITHIN W EE PROTECTION FENCE. SOIL SWARD BE PROTECTED FROM EROSION AND CHANCES IN CHEMISTRY FROM CONCRETE OR TORIC MATERWS SUCH AS FUELS AND PANTS. INE CONTRACTOR SHALL IWVE'1REE PANT' ONSITE AT ALL TINES. FAN OM:IS WOLRDED q R CONSTMICTION.THE CONTRAROII MUST NMEDATELT APPLY PANTTO THE VALIIDN ORDERTOPREVENTOE WILT. ALLDAMAGE APE ARC IT BE PROTECTED SHALL BE BROtK5M1D THE AT1ENTgN OF THE C/MJER AND LANDSCAPE ARCHRECt, 1 I TREE PROTECTION LOUCKS $CAIS: 1/4• -1-4- TREE t'd• TREE CANOPY CALCULATION ADDITIONAL CANOPY REQUIRED - 0 i■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITEMRE ENNRONMENTAL 7200 H—IA,i W., Suite 300 Maple G—A. MN 55369 7634245505 www.lou<ksnr.umm DESCflIPTgN % SQUARE ACRES 21 LOT LINES LOTUNESOCUMEN '237 02-05-21 S CONST DOCUMENTS Review D.Le Date OU05/31 HETSREAREA COVER SHEET 122379 2.61 A OURDT'A'AND PINNATE ROAD C2-1 27,878 0.61 C3-2 TOTALARFA 100% IW,257 345 B E%6TNG CANOPY COVERAGE 40% 59,932 1.38 C REQUIRED MIMMUM CANOPYCOVERAGE 3016 15,077 1.03 LANpSCAPE DETAILS (LOW DENSITY RESIDENTAy D PROPOSEDCANOPYCOWE E 31316 96.9% 1.011 TO REMAIN DIFFERENCE BETWEEN PRO ® POS E PY CANOCOVERAGE AMD REOUEED 3.]N CAMOPYCOVERAGE-DC ADDITIONAL CANOPY REQUIRED - 0 i■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITEMRE ENNRONMENTAL 7200 H—IA,i W., Suite 300 Maple G—A. MN 55369 7634245505 www.lou<ksnr.umm Ikenu� D.. 34610 owasal larks Ngect Ne. 2033] 11-09-20 PR SUBMIRG 21 LOT LINES LOTUNESOCUMEN '237 02-05-21 S CONST DOCUMENTS Ikenu� D.. 34610 owasal larks Ngect Ne. 2033] N Le.d IM pawn By GM TWNI M Review D.Le Date OU05/31 --' COVER SHEET �1-1 EX6TNG CONp13145 PUN Cl -2 DEMOLITION PLAN C2-1 SHE PLAN C31 GRADING It DRAINAGE PUN C3-2 SWPP PUN CM SWPP NOTES It DETAILS CAT STORM SEWER PLAN C42 SANT. SEWER PUN & PROFILE 06-12 DETAIL SHEETS 1.1-1 TREE CANOPY PLAN l$-1 LANDSCAPEPLFN l.}t LANpSCAPE DETAILS XLYI nli'ei 11IL-�`_I I I 1 I I I I \ \\ \ -- ____ I \ \ 1 I 1 \lll ♦I —� 1 SITE BOUNDARY —` LANDSCAPE PLAN SCALE IN FEET GENERALNOMS CONTRACTOR SHALL WLT SITE PRIOR TO SUBMTNG BD. HE SHALLFOON R LT ANTO THE NATURE AN WITH EXISTING CONOIDNS RELATING TO THE NANRE AND SCOPE OF V/JRK VERIFY IAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENIWN OF THE LANDSCAPE ARCHTR ANY DISCREPANCIES WHKH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECTS LAYOUT ASSURE COMPLIANCE WITH ALL APPUCABLE CODES AND REGUUTK)NS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL FASTING ROADS, CURBS/GUTTERS. TRAILS. TREES, LAWNS AND ST ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY AUGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTUTIES AND PROVCETHENECESSARYPROTECTIONFORSAMEBEFORE CONSTRUK D I MATERIA NNSTPLIATION BEGINS MNMLM 10 -0' CLEARAMCEI. ALL UNDERGROUND UFUMES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO UN DSCME ARCHITECT By OTHERS. CONTRACTOR 51WLYEIfFY ANDALL DISCREPANCIES PRTOC AN D ONSTRUCTCN )NOTIFY LANDSCAPE ARCHCHITECT OF SAME THE AUGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO REM ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRACING, ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LW D&CME ARCHITECT. LW DSCAPE INSTALLATION Pr*UL Lead COOREANATE THE PHASES OF CONSMUCT )N AND PLANTING INSTPllATON WITH MULCH SHALL BE CLEAN SHREDDED HARDWOOD MULCH WITH UNIFORM PIECE 5� OTHER CONTRACTORS WORKING ON SITE, ALL TREES NOT IN PLANTING BEDS TO RECENE 4- DEEP MULCH WITH NO MULCH IN W� DIRECT CONTACT WITH TREE TRUNK. NO PLANTING •RILL BE INSTALLED UNDL COMPLETE GRADING AND CONSTRUCTION CONTAINER HAS BEEN COMPLETED IN THE IMMEDIATE AREA SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR MIJAU PER J MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS. "ERE SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SEED SHALL BE HEIR 1' B68 BELOW SURFACE ELEVATION OF TRAIL, SIRS. CURB, ETC. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN NATIVE YFD MBt 31261 THE PLAT SELECTIONS, SOIL CONDITIONS OR ANY OTHER ST CONOTON WHICH SEEDALLAREASOSTLIRWDDUETOGRADNG. MULCH FOR NRF SEEDEDAREAS MIGHT NEGATNELY AFFECT PLANT ESTABLISNMEM, SURVIVAL OR GUARANTEE, HE SHALL BE TYPE 5 WOOD FRIER HTDROMULCH CONFORMING WITH MNDOT 3884. MUST BRING THESE DEFKEbRES TO THIS ATTENTION OF THE LANDSCAPE ARCHITECT MULCH FOR SEEDED AREAS WITH! SLOPES 15% OR GREATER SHALL BE MNDOT PRIOR TO PROCUREMENT ANEMOR INSTALLATION. CATEGORY L. STRAW ID 1S BLANKET CONFORMING WITH MNDOT 3885, 0-1 TREECANO%PLN CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN INSPECTION OF ALL UNOSCAPE AND SIZE NPROVEMFNR. STANDARDFORNURSERY STOCK AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT LEAST 5 CANES AT ME SPECIFIED CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF ALL NEWLY MINIMUM SHRUB HEIGHF OR WIDTH. ORNAMENTALTREES SHALLHAVE NO INSTALLED MATERMLS UNTIL TIME OFGWNER ACCEPUNCE ANY ACTSOF V -CROTCHES AND SMALL BEGIN BRANCHING NO LOWER THAN 3'ABOVE ROOT BAIL VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL STREET AND BOULEVARD TREESSMALLBEGIN BRANCHING NO LOWER THAN S' ABOWE BE THE RESPONSIBILT OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE FINISHED GRADE. OWNER WTI A MAINTENANCE PROGRAM INCLUDING. BUT NOT NECESSARILY LMD'FD TO. PRUNING, FERLUVJ ON AND IXSFASF/PEST CONTROL PIAN TAKES PRECEDENCE OVER PIANT SCHEOUE F DISCREPANCI6N QUANTTDES FROST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. CONTRIRORSHALLGUARAMEENEWPLWTMATEMALTH HONECALFND YEAR BEGINNING ON THE DATE OF ACCEPTANCE BYTHE IANBYSCAPE ARCHTR NO PURI MATERIA SUBSTITUTIONS WILL BE ACCEPTED LNIFSS APPROVAL R AFTER THE COMPLETION OF PUNTING OF ALL LANDSCAPE MATERNIS, NO PARTIAL REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR ACCEPTANCE WILL BE CONSIDERED. TO THE SUBMISSION OF A BID ANGOR QUOTATION. UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON UPLAN. INSTALLATION AND SEEDSOO PLACEMENT IS FROM THE TIME GROUND HAST AWED ADJUSTMENTS N LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED N TO JUNE 15. FEUD. SHOULD AN ADJUSTMENT BE ADVISED. THE LANDSCAPE ARCHTCT MUST BE NOTFIED. FALL WELDING FROM AUGUST 15 -SEPTEMBER 15. DORMANT SEEDING IN THE FALL SMALL NOT OCCUR PRIOR TO NOVEMBER 1. FALL CONIFEROUS PUJJTING MAY OCCUR ALL PUNT MAMRWS SHALL BE PERM D'ED UPON NSTALUTKN WITH 2133 SLOW FROM AUGUST 15 OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST FROST RELEASE FERTILIZER MIXED IN WITH THE PUNTING SONE PER THE MANUFACTURERS UMl NOVEMBER 15. PUNTING OUTSIDE THESE DATES 5 NOT RECOMMENDED. ANY INSTRURDNS. PLANTS MAY BE TREATED FOR SLIMMER AND FALL MTAMATDN WITH ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. AN APPUKATION OF GRANULAR 2733 AT 602 PER 25' CARER PER MEE AND 3 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 2733 THE FOLLOWING SPRING IN PROTECT ALL EXISTING OAKS ON ST SCHEDULED TO REMAIN. IF EXSTNG OAKS ARE THE MEE SAUCER. DAMAGED IN ANY MANNER, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM. AN ASPHALTIC TREE PRUNING PANT SHOULD BE APPLIED IMMEDIATELY AFTER AUPIANTSTOBENSTA OMPERPUMINGDET REMOVEALLNAGGINGAND WOUNDING. OAKS PRE NOT TO BE PRUNED, REMOVED OR TRANSPUNIED BETWEEN LIBELS FROM PLANTS. ANRBI5ANDJULY I. NOTIFY LAPDSUI£gRCHRERFTHE$E CATESARE UUWOOABIE. WRAP PING MATERIA SHALL PVC THAN THE TREE BEING OR thki 0WY, AGREATERNCALIPER QUA T', IEAW, WATERPROOFCREPE PAPER CONTRACTOR SHALLESTA&EH TO HI$ JRED HISPROTECTEDPUROIf TREES PLANTED IN THE COMPACTION CONBRIONGARE WFOR PROPER COMPACT( EAT EQUATE TOALLOWFOR PROPEROWNACEAT DRAINAGE LWRAPALLDECER S -I FAL PRIOR FALL PRIOR 10 12.1 ANO REMOVEALL WRAPPING AFTER i1. 1012.1 AND AND AROUND THE BUIIDINGST. SITE Air THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES N A PLUMB POSITION THROUGH THE WARRANTY PERIOD. $TAXING IS SUGGESTED. BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS LEANED INANA GUIDELINES FOR STANDARD PRACTICES PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANTING 15 COMPLETE, CUT BACK WIRE BASKET WATER TREE THOROUGHLY DURING AN PLTING OPERATIONS. PLACE BACKFILL IN 8-12' UFTS AND SATURATESOILWRH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 16'x2' POLYPROPYLENE OR POLYETHYLENE STRIP TREE WRAP TO HIST BRANCH SAFETY NAGGING -ONE PER WIRE ROOT FIRE EVEN WITH OR JUST ABOVE GRADE. MULCH -4 -DEEP NOMULCHIN CONTACT WITH TRUNK - SEE NOTES OR SPECS. RICKFILL WITH N WU TOPSOIL WOOD STAI(E IOP110NA11 EDGE VARIES -SEE PLAN SCARFY&OTANNI $DES OF HOIF PRIOR TOO PLANNING SET PLANT ON UNDISTURBED NATIVE SOIL CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANDNG. NOTIFYLMDSUPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. 1DECIDUOUS TREE PLANTING a LOUCKS SOME: In. - V-0, hquou• T•» 1, d PLANT SCHEDULE TTREES Pr*UL Lead K GROUNDCOVER LEGEND DEGDW CITY W� BOTAMOA AMIE MMUOT MIX 25-131 MIX2 CONTAINER COVER SHEET AB J OWMNNID TURF AxFleenWli AMRRn BIMB' B68 ZAS CD2 NATIVE YFD MBt 31261 C3-3 SWAP NOTES & DETAILS O-1 STORM SEWER PLAN $TORN& PLANT SCHEDULE TTREES Pr*UL Lead TWM Drawn By DEGDW CITY COMMON AMIE BOTAMOA AMIE SIZE CONTAINER COVER SHEET AB J MJIUM BLAZE MAPLE AxFleenWli AMRRn BIMB' B68 ZAS CD2 SWPP PLAN C3-3 SWAP NOTES & DETAILS O-1 STORM SEWER PLAN C4-1 SANT SEWER PUN &PROFILE 01-12 DETAR SHEETS 0-1 TREECANO%PLN U-1 IANDSC PLAN �1 LANDSCAPE DETABS 1 PLANT SCHEDULE TTREES Pr*UL Lead TWM Drawn By DEGDW CITY COMMON AMIE BOTAMOA AMIE SIZE CONTAINER COVER SHEET AB J MJIUM BLAZE MAPLE AxFleenWli AMRRn BIMB' B68 ZAS CD2 fAll BFiORE TW qd Gopher State One Call TWIN QTY AREA: 651-K 0002 ( Rh TCLL FREE: 1-BCO352-1166 WARNING THE CONTRACTOR SMALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTRTRS, THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERWCE AND / OR RELOCATION OF UNES. THE CONTRACTOR SHALLCONTACT GOPHER STATE ONE CALL AT 651156-08)2 AT LEA5T48 FDURS N AOWANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES. CABLES, CONDUITS, PIPES, MAMKKES. VALVES OR OTHER BURNED STRUCTURES BEFORE DIGGING. THE CONTRARON SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE O W NER. so LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENNRONMENTAL 7" H—Us, Sut. 38) Maple G—. MN 55369 763.42455)5 rve+v.buTlsrcmm rWlNar sJaMra. �.. ..e. u.. me No v3461) Dxe )L(ISnt Wn Pmlect No- M327 Pr*UL Lead TWM Drawn By GAL Chxked By TWM R.K—Dale )2785/21 061 COVER SHEET C1.1 EASING CONDC)ONS PIAN CI -2 OEMOUTION PUN CLl ST PLAN C3-1 GRAVING & DRAINAGE PIAN CD2 SWPP PLAN C3-3 SWAP NOTES & DETAILS O-1 STORM SEWER PLAN C4-1 SANT SEWER PUN &PROFILE 01-12 DETAR SHEETS 0-1 TREECANO%PLN U-1 IANDSC PLAN L1.1 LANDSCAPE DETABS DEER HAVEN \I . I �-NE caner of Sec. 3, Twp. 116, Rge. 23 Found Stone Monument xW �` —/— i♦ r♦ r♦ a r♦ —r / r- A / 1 / I 1 1 1 1 l/ 1 h f / 041 141) ♦/ I Nath line of the L _ L _ / r v / L _ L _ / 1 µ w r ♦ r ♦ / -/- / , ♦ / NE comer of the ' / I / I/ /I / / l I/%/ SE Quarter of . 1 NE Quarter f-- i _/_ A -/_ r _ SE Quarter of Me NE Quarter = / / r of Sec. 3, Twp. 116, Rge. 23-\ of Sec. 3, Twp. 116, Rge. 23, Cop146535,♦ \ --" , . - - 198.00 — � .� K �; h' Excep tion I I `� CapI9235 I I I I I i S88029'16"£ 205.56 N63°32'38"E 152.56 579°71'54" r%j '-30.53--T\ °55'22"E E K 21.68 < _,� N8 64.60 27.051 I 53.00 — 16.97733EI I 20 I rnl i / I I I Drainage T/ I I '1 / & Utility 1 I N I I I, Easement 101 \\ I I I I L I I I S7904411211 750.79 I I I I Ir <�---__ --_ JI Ir I Ilk r , — _ P 1 1 of 1 il� of 2 I %< 1 I \\ + I L 1 I�==== S79°44'12'£ 150.79—_-- JI 17 --- <, 1 \K 1 \ aY ' 1� Y \ \' Drainage 17 / \ \ & Utility ) 10 o I \ Easement- -- I aW O I a�99 o I � ♦♦60 p\�2 I 110 101 "N — `i L S79°4412,£ 101. 7 N!0015199oE I z \0 \o f•52 So ' 1 N o,151q W I \ 1 11J I� ♦�♦1 \ I `1 \ I I I 1 I 1 � I I I /a 1 W Ld zt I I I � I I I I I I I I I I I I I I I I I I I Y ' � I I WCS W Ld zt I I I � I I I I I I I I I I I I I I I I I I I _/4 I 20 I 1`' I I < -- 55.33 -- ` 80.44 9 ^oN88°2976"W 20J------- AS6'1 `.0 I I I I I of ^I I I I I I v Lone parallel wlM the south line of the Point 660 feet Nat I 1 i SE Quarter of Me NE Quarter,>—Drainage of the SE Comer of Me of Sec. 3, Twp. 116, Rge. 23 , ;' & Utility SE Quarter of the NE Quarter o r— -----/ Easement of Sec. 3, Twp.116,Rg .2 3— 7 ----------------` - 4,1I 1 O h Cn �I hl —SauMeast caner of the ' Southeast Quarter of Me N"east / Quarter of Sec. 3, Twp. 116, Rge. 23 KNOW ALL PERSONS BY THESE PRESENTS: That Kenneth Ashfeld and Barbara Bersie-Ashfeld, husband and wife, owners of the following described property situated in the County of / Carver, State of Minnesota, to wit: / That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at the Northeast corner of said Southeast Quarter of the Northeast Quarter; thence Southerly along the East line of said Southeast Quarter of the Northeast Quarter to a point 660.00 feet North of the Southeast Icorner of said Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the South line Southeast Quarter of the Northeast Quarter a distance of 281.07 feet; thence Northeasterly to a point on the North line of said Southeast Quarter of the Northeast Quarter distance 198.00 feet Westerly from the point of beginning; thence Easterly along siad North / line 198.00 feet to the point of beginning, except the North 50.00 feet thereof. / 1; Have caused the same to be surveyed and platted as DEER HAVEN, and does hereby dedicate to the public for public use the he drainage and utility easements as created by this plat. J In witness whereof said Kenneth Ashfeld and Barbara Bersie-Ashfeld, husband and wife, have hereunto set their hands this day of 20 I I I I SECTION 03, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA THE EAST LINE OF THE SE 1/4 OF THE NE 1/4 OF SEC. 3, TAP. 116, RGE. 23, HAS A BEARING OF S01°40'27"W. O DENOTES 112 INCH X 14 INCH IRON MONUMENT SET, MARKED "LS 48988" • DENOTES 1/2 INCH IRON MONUMENT FOUND, UNLESS OTHERWISE SHOWN O DENOTES FOUND CARVER COUNTY CAST IRON MONUMENT 0 40 SCALE IN FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) II --5 II 5-y{ - 1+0 1+0 ---1--J L--1---- BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED AND ADJOINING LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES, AS SHOWN ON THE PLAT, Kenneth Ashfeld STATE OF MINNESOTA COUNTY OF Barbara Bersie-Ashfeld The foregoing instrument was acknowledged before me this day of 2020, by Kenneth Ashfeld and Barbara Bersie-Ashfeld. Signature Notary Public, County My Commission Expires w SURVEYORS CERTIFICATION Q Printed Name, Notary I, Max Stanislowski, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this Plat; and all public ways are shown and labeled on this plat. Dated this day of 20 Max Stanislowski, Licensed Land Surveyor, Minnesota License No. 48988 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this day of 20 , by Max Stanislowski, a Licensed Land Surveyor. Signature Printed Name, Notary Notary Public, Hennepin County, Minnesota My Commission Expires , 20_ CHANHASSEN, MINNESOTA This plat of DEER HAVEN was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof held this day of 20 . If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the City or the prescribed 30 -day period has elapsed without receipt of such comments and recommendations, as provided by Minnesota Statutes, Section 505.03, Subdivision 2. City Council, Chanhassen, Minnesota Mayor COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this Brian Praske, Carver County Surveyor COUNTY AUDITOR, Carver County, Minnesota day of Clerk I hereby certify that taxes payable in 20_ and prior years have been paid for land described on this plat, dated this Crystal Campos , County Auditor COUNTY RECORDER, Carver County, Minnesota I hereby certify that the within plat of DEER HAVEN was recorded in this office this day of Document No. By: Kaaren Lewis County Recorder 20 day of 20 at 20 o'clock .M. as CITY OF CHANHASSEN RECEIVED FEB 2 6 2021 CHANHASSEN PLANNING DEPT ■ LOUCKS DEER HAVEN CHANHASSEN, MN CONSTRUCTION PLANS FOR: SITE, GRADING, SANITARY SEWER, WATERMAIN, STORM SEWER, STREET, & LANDSCAPE PLANS SHEET INDEX CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANITARY SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS L1-1 TREE CANOPY PLAN 1-2-1 LANDSCAPE PLAN 1-3-1 LANDSCAPE DETAILS ,E > a T—t— AREA ✓ERNING SPECIFICATIONS FY OF CHANHASSEN STANDARD SPECIFICATIONS & DETAILS CONTACTS OWNER KEN ASHFELD 6480 YOSEMITE AVE. CHANHASSEN, MN 55331 CIVIL ENGINEER LOUCKS 7200 HEMLOCK LANE SUITE 300 MAPLE GROVE, MN 55369 TODD MCLOUTH, PE TEL: 763-424-5505 ECE VEHASSEN FEB 26 2021 1WHASSEN PLANNING DEPT i■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 HeMvdk Lace, 5,n, 300 Maple G—, MN 55369 763626.5505 wxw ducksii.c.— I1 -0N 0 PRELIMINARY 5U8MTRAL 01-0421 LOT LINES B GRADING 02-05-21 CONSTDOCUMENTS L., No 20383 Oate 02705/21 Louds P.ojen No 20327 Nga<t Lead TVJM Daum By TRG Checked By TWM Pea wDate C61 COVER SHEET Ct-1 EXISTING CONDI PIAN Ctd DEVOLUTION PIAN C2:1 SITE PLA N E2 2 STREET PIAN & PROHLE Cad GRADING B DRAINAGE PUN C3-2 SNPP PLAN C3-3 SW PP NOTES&DETAILS U-1 NILR PUN C42 SANT. SEWER PUN B PRORLE C8�12 DETAIL SHEETS L1-0 TREE CANOPY PUN L2-1 LANDSCAPE PLAN Lia GI:DSCnP[_LIa.S MAL \ ?c ,—r \`� \ —4, \ It CIRCLE— R.A. Nd¢diIJCg4Tr•'d Pe /E \\ \ ray ` � / •,n YJ l Ip'•-+�>RRryp ��````my Ni-\---'c'rx- pleanorNN Y me X1 A eI y--- v�\ \\ a\,4,y„a\`I\\` \ r'am��= �// A F ��`e••a<etr` 3 J I // / 1 E�m.>a,�wy.�a, I. 6E! r' \\ \`\;�� / t —_ll r j Fr ` `\ /' / �'---I�,� me 1a`a»:._— as r'r -',.—j--// 1\ \\\j //�/1 1 ��I_+ \\ � aaa__1�� ®m:'1°�1 `f•. I6° "i.�;�J`•�.%�i VNIFSS SMONH otXWwEE —>— 5/aIrMYYMl3r _ YA 03EMITE 1V_E T —I— BT9WN NONweasr.wum •uuw• SWPP PUN C3-2 SWPP NOTES& DETAILS —ee— VCUO.WM13GI11Y Q FowD usruan wxun[xT —eh— r11 117 cos ■ rowDSTaIE —a— IMaaROuw T9s"... [ i rRCixw L7PaEM ,aN'S6APE P. AN O BaaSo. r.a cave Trwf9lgD —e—o— awalaR rera rrx TMHVr11YMIM —•—•— wOLO T£n(£ ® (`loon aw fONNtTE(lw0 O aaarw.a.wN a� ET.•.rpwa. Q MMIXYs1a/IrwE O ' —�----_—\'�,� G rwvOaNT � cpxane w dAnymW /i._ 1 OmTMuwtum DESCRIPTION OF PROPERTY SURVEYED— (Par Schedule A of Me herein referenced Title Conornithrent File No: 2164018-14405) That pan of the SouMeaa Quarter of the Northemt Quarter of Stotler 3, Township 116, Renville 23, Minn d 1 at th NoMeaet owner of said Carver Caen theta exnCe as allows: County, Beginnkrg h h ale she Fast line of corder of maid ulheaat Quarter of t e Nort east Qwrter Mance So Southerly rrq Quarter Southeast Ma Nofthe Quarter 1. Qua point 660 feet North ll Mi Southeast come of said Quarto Quaver of Me Northeast Owner, thence Waeen, t parallel wind the Sound line Southeast Quarter of the Northeast Quarter a distance of 281.02 feet; Mance Northeasterly to a point on the NoM of of i said g; theme Quarte) of the Northeast Owner10.0 fee 198 do point of b from they point of beginning; Moore Easterly rong orad North line 198.0 feet w Me point d beginning, except the Nay, 500 fees Me.eo1, Carver County, Minnesrxa. Records of Caner County, Minwaote SURVEY REPORT 1. The address, disdosed in db provided m e. obMined by Me wrveym, ar observed while conducting One hekAvork is 6040 Yosama. Aye. Ava. 2. The Gress bnd arears 122.319+/-sgua.e f••tw2.81 +L aa•a. 3. The bemngs for tine wI. based pas the Carver County Cooinfirate System NAD 83 (1 966 Adjust). 4. Benchmark: MRDOT GM.MN MNDT RESET E3evalfan - 951.47 (NAVOBN Site BancMwk: T.N.H. on 1ha eget side of Yrssemiro A. and 1501 fact soaM of the driveway entry t. to M• RAEI prepert>. ElevaYwn - 1027.8111NAVD88) 5. We here shown underground utilities an and/or serving the wrveyed property per Gopher State 01 Tcket Nos 202402368, 202402364. The fallowing utilities and municipalities were notified: Cay of Chenhamen 1952127-1300 Centurylink (800) 2189140 Mediarom (952)443-2840 Center Point Energy (612)3214421 Xmi Energy (800)895-4999 6. Tree Mown hereon are 8 inch diameter at breast height or greater. Other tms, lass than 8 inches, may be on ahe but are not shown hereon. 2. The field woh wm rompleted on September 15, 2020. LEGEND COVER SHEET C1-1 • wLNDaw awn eoNueeM —A>— serve awn VNIFSS SMONH otXWwEE —>— 5/aIrMYYMl3r O tAT rrt. A 1.Npl Nl —I— BT9WN NONweasr.wum •uuw• SWPP PUN C3-2 SWPP NOTES& DETAILS —ee— VCUO.WM13GI11Y Q FowD usruan wxun[xT —eh— r11 117 cos ■ rowDSTaIE —a— IMaaROuw T9s"... [ i rRCixw L7PaEM ,aN'S6APE P. AN O BaaSo. r.a cave Trwf9lgD —e—o— awalaR rera rrx TMHVr11YMIM —•—•— wOLO T£n(£ ® (`loon aw fONNtTE(lw0 O aaarw.a.wN a� ET.•.rpwa. Q MMIXYs1a/IrwE O a'a G rwvOaNT � cpxane w dAnymW /i._ 1 OmTMuwtum mW,m. t eLrnzraTu —ani Q; GIS ME161 a 90 PLERYCN uENT rwa.Tx¢ c urwTPou a roan raF ( oLmGaR,.a m TBFPIwM ra6sru 4,.J • aRYI asauolrr as .awl aooREss Port Ie artsE ® RM4aNOLE a apeeml • OXISSopa ¢ fW —>—>-- Mao®W1TaA5EMF9 N NR0*aW —I-- Meer®wa,LAMVI ea ayyt ..- WE --- uwFn wLH MaK1K n ME .....Is .. MNere W%SRNOfl61oAC we WNMR ARAPFD1pDptGRW1 . f pI ... _.a--.._ waTre VEUANMT99DYE WAMING: M rT'1 he 9NIL SFRwLLSK I rM ULIWG rMe11Ore Yral1IX6 uN I:ItY COWFMI[ WIM Ne [adPMta .wx:aaNi THC4N6ue)/Cl alIX'AIrW R Uti oMM(Tra fel (w11KT GOMe aTaTE M eMl aT 6h11NtWE nT nMwra.F fGe ore LOGTrora aP nos urmawmD web. rs� oruwls, rlrss rMtasn+s. vMvts ce mrea eco®snunrasepar FRIL aR1H.REe ne9w.i nKeewKn r1euGho wuuc [are to TIIFwVre1. T ® Gopher State One Call Isla Parairty. .K1. „R nnK 0 50 100 SCALE IN FEET i■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7264 Hemlock fere. Sure 300 Mapb Grove. MN 55369 263a2<.5505 xw.r loucni — 11-09-20 PRELIMINARYSUBMITTAL 01-0821 LOT LINES 6 GRADING 01-0531 CONST DOCUMENTS Date muds PrulecT 4r Pngea Lead r;.N Draan By TRG Checked By TWM Review Date C0.1 COVER SHEET C1-1 E%NTING CONDITIONS PLAN C1-2 DEMOLMON PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C 1 GRACING B DRAINAGE PUN C12 SWPP PUN C3-2 SWPP NOTES& DETAILS Of 1 UnIITY PIAN Cb2 SAKI SEWER PLAIN &PROHIE CII DETAIL SHEETS L1-1 TREE CANOPY PWN L&1 ,aN'S6APE P. AN yy \3 �'� I i/P C & Moryoreta•!��- V trA, CF l<NIL aRE_ --------- AMstop E ,• PE:• ��// O%1DE cTaR SHUN rfon Owner T \ PROVEZ ,(RIVEWAV iyC'q \ LZ/"aC Co rnvbeU \ t m r'/ O \ �1�PlACE EK PAVDRM \ LECA EDR unlet wsruuTlDN P \ Owner _ (SEEDETAIL) Cis 6180 YDSENITE AVE O E 15 C BUILIRNG 11 3 PETR FCTg1ETNY >1 APp', O REMOVE EXISTING TILDE, TW. \ y l\ 1 unLm (T &REL IFS TO ILATE ,yy SAWMIN Ua.S REMOVE bRELOUTE BITUMINOUS FL IRRII6 EX. RETAINING /� REMOVE EXISTING POWER POLE y WAIL TO REMAIN REMOVE EXISTING _ - DRIVEWAY Owner: Susan Jorgensen X I Ey I REMUVE b RELOCATE I POR110N a EX. FENCE Owner: Mork R Randall I Owner. Kathryn J& Cafe P BHSCheif I III 1. U,1 LETXY RM ATII LSEE DEruu 6 R X UQRTOREMAIN --------------- 120 ----- � --- �y r-- ^ 1 Y I Owner. Michael & Michelle Rishaq N I >�U EXISTING INGEDC AVE DLNG N I C EER PIC 8 ETRY PER PlCigeEIRY \�l y I � 4LV111U1V' �1>111V1]Y 1 6s40 Yy0; •,I I i. EXISTING Is I n PER PIC I 1 li I II I I 11 I I li I I i 11 I j I� YOSEMITE AIV REMME b RELOCATE M FENCE SITE DEMOLITION SPECIFICATIONS - L COMMCTOR SHALE REMOVE ANDiOR RELOCATE EXISTING PRNATE WILDBS AS NECESSARY CONTR MTOCOOPDINATEACDVDRSWRHLITILm COMPANIES. 2. CONTRACTOR SHAH PROTECT SURFACE ANDSUBSTRFACE FEATURES NOT NOTED FOR REMOVAL. 3, CONTRACTOR TO CLEAR AND(IULT EXISTING VEGETATION WITHIN CONSTRHCIRNI LIMITS. STRIP TOPSOIL AND STOILM E ONSITE REFER EO GMgNG PLAN ANU SWPPP FOR SFDNYNT ANO EROSION CONTROL RfQIIRLMfNTS. 4. CLEAR AND GRAB AND REMOVE ALL HILLS, VEGETATION AND SITE DERRB PRIOR TO GRADING. ALL REMOVED MATERIAL STATE BE HAULED FROM THE SITE GARY. EROSION CONTROL MEASURES SNAIL N IMMEDNTRY ESTABLISHED IRON REMOVAL. SEE f111 SIMIAIWATER POLLUTION PREVENTICIN PLAN 6WWfl, S. CON TRACTOR STATE "ME ALL SITE SURFACE FEATURES WITHIN! REMOVAL LIMITS UNI ESS OTHERWISE NOTED. 6. BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A WILDCAT[ SAW GOT OR 10 A MAL MILLED EDGL ]. CONCREIf PAVEMENT, SIDEWALK CURB b GLITTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR CONTMCIIONLOINI_ SWCLDMNECESSARYHORANNTED pRfMEA•AL SfaB. ALL REMOVAL DfMS 51N BfCOML ILII PROPERTY OI tM CONTRACTOR FINLESS EIIFD OTHfILWBE ANDD SHALL BE DISPOSED OF OELSDF IN A MANNER MEETING ALL AWLIGBLE REUIUipNt. B_ THE CONIRACIOR SWLLL BE RESPOHSRLL IOR THE REMOVAL AND RERACFMEM OI ALL SIGNS. MVLRO%ES. ETC. 10 ANY D Gk TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE REAOEEBRTIY OF THE CONTRACLOR AND SHADE BE RU AYffD OR RSflACfO TO ORONLL CONDITION WITH NO AOIXTOKAL COMPENSATION. 11. COMMCTOR SHALL RLOMDE TRAFFIC CONTROL NECESSARY FOR DRIVEWAY ACCESS 10 ALL PROPERTIES. DEMOLITION ONE LOUCKS PEANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 H.,&Xk Lane, Supe 300 Maple G<we. MN 55369 763A24 SSOS www.lou<MR1 — v�•Hh C l,'S 21 '._OT U1116 GRADINi 02-05-21 CON5T DOCUMENTS REMWEEx5nNGCONOLEIEPAWNG. CIA i 51DfWMPb, ISLWDS, ETC. DEMOLITION Ell C2-1 RLMME EXISTING CURB b GTHUTL C22 . e.............u.....a. RRAININGWAILS. PAVEMENT GRADING b DRAINAGE PLAN �1111y I_sC MARKIN4S,WOODFENq C}3 SWPP NOTES 4 DETAA5 RMMFEX .ING ImLITV PL M4 ® REMOVES%STING STORM. C8-12 DETAIL SHEETS SEWER. pf WATERs1RllClU@. TREE CANOPY PLAN I a1GSGPE o'A, Q X RIMOVE EXISTING THE Lke—No. Dal. iBDYT I'ORlIOfdOf o EX:86COE� NRB Peri �•N.w. IS yMa< 9WIRFMAY6 �A♦ �nA I OpA s PI 1^1^JJy� /LNw�itilt�i SITE DEMOLITION SPECIFICATIONS - L COMMCTOR SHALE REMOVE ANDiOR RELOCATE EXISTING PRNATE WILDBS AS NECESSARY CONTR MTOCOOPDINATEACDVDRSWRHLITILm COMPANIES. 2. CONTRACTOR SHAH PROTECT SURFACE ANDSUBSTRFACE FEATURES NOT NOTED FOR REMOVAL. 3, CONTRACTOR TO CLEAR AND(IULT EXISTING VEGETATION WITHIN CONSTRHCIRNI LIMITS. STRIP TOPSOIL AND STOILM E ONSITE REFER EO GMgNG PLAN ANU SWPPP FOR SFDNYNT ANO EROSION CONTROL RfQIIRLMfNTS. 4. CLEAR AND GRAB AND REMOVE ALL HILLS, VEGETATION AND SITE DERRB PRIOR TO GRADING. ALL REMOVED MATERIAL STATE BE HAULED FROM THE SITE GARY. EROSION CONTROL MEASURES SNAIL N IMMEDNTRY ESTABLISHED IRON REMOVAL. SEE f111 SIMIAIWATER POLLUTION PREVENTICIN PLAN 6WWfl, S. CON TRACTOR STATE "ME ALL SITE SURFACE FEATURES WITHIN! REMOVAL LIMITS UNI ESS OTHERWISE NOTED. 6. BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A WILDCAT[ SAW GOT OR 10 A MAL MILLED EDGL ]. CONCREIf PAVEMENT, SIDEWALK CURB b GLITTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR CONTMCIIONLOINI_ SWCLDMNECESSARYHORANNTED pRfMEA•AL SfaB. ALL REMOVAL DfMS 51N BfCOML ILII PROPERTY OI tM CONTRACTOR FINLESS EIIFD OTHfILWBE ANDD SHALL BE DISPOSED OF OELSDF IN A MANNER MEETING ALL AWLIGBLE REUIUipNt. B_ THE CONIRACIOR SWLLL BE RESPOHSRLL IOR THE REMOVAL AND RERACFMEM OI ALL SIGNS. MVLRO%ES. ETC. 10 ANY D Gk TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE REAOEEBRTIY OF THE CONTRACLOR AND SHADE BE RU AYffD OR RSflACfO TO ORONLL CONDITION WITH NO AOIXTOKAL COMPENSATION. 11. COMMCTOR SHALL RLOMDE TRAFFIC CONTROL NECESSARY FOR DRIVEWAY ACCESS 10 ALL PROPERTIES. DEMOLITION ONE LOUCKS PEANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 H.,&Xk Lane, Supe 300 Maple G<we. MN 55369 763A24 SSOS www.lou<MR1 — v�•Hh C l,'S 21 '._OT U1116 GRADINi 02-05-21 CON5T DOCUMENTS REMWEEx5nNGCONOLEIEPAWNG. CIA i 51DfWMPb, ISLWDS, ETC. DEMOLITION Ell C2-1 RLMME EXISTING CURB b GTHUTL C22 . e.............u.....a. RRAININGWAILS. PAVEMENT GRADING b DRAINAGE PLAN �1111y I_sC MARKIN4S,WOODFENq C}3 SWPP NOTES 4 DETAA5 RMMFEX .ING ImLITV PL M4 ® REMOVES%STING STORM. C8-12 DETAIL SHEETS SEWER. pf WATERs1RllClU@. TREE CANOPY PLAN I a1GSGPE o'A, Q X RIMOVE EXISTING THE Lke—No. Dal. iBDYT I'ORlIOfdOf o EX:86COE� NRB a� 9WIRFMAY6 qppIS SITE DEMOLITION SPECIFICATIONS - L COMMCTOR SHALE REMOVE ANDiOR RELOCATE EXISTING PRNATE WILDBS AS NECESSARY CONTR MTOCOOPDINATEACDVDRSWRHLITILm COMPANIES. 2. CONTRACTOR SHAH PROTECT SURFACE ANDSUBSTRFACE FEATURES NOT NOTED FOR REMOVAL. 3, CONTRACTOR TO CLEAR AND(IULT EXISTING VEGETATION WITHIN CONSTRHCIRNI LIMITS. STRIP TOPSOIL AND STOILM E ONSITE REFER EO GMgNG PLAN ANU SWPPP FOR SFDNYNT ANO EROSION CONTROL RfQIIRLMfNTS. 4. CLEAR AND GRAB AND REMOVE ALL HILLS, VEGETATION AND SITE DERRB PRIOR TO GRADING. ALL REMOVED MATERIAL STATE BE HAULED FROM THE SITE GARY. EROSION CONTROL MEASURES SNAIL N IMMEDNTRY ESTABLISHED IRON REMOVAL. SEE f111 SIMIAIWATER POLLUTION PREVENTICIN PLAN 6WWfl, S. CON TRACTOR STATE "ME ALL SITE SURFACE FEATURES WITHIN! REMOVAL LIMITS UNI ESS OTHERWISE NOTED. 6. BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A WILDCAT[ SAW GOT OR 10 A MAL MILLED EDGL ]. CONCREIf PAVEMENT, SIDEWALK CURB b GLITTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR CONTMCIIONLOINI_ SWCLDMNECESSARYHORANNTED pRfMEA•AL SfaB. ALL REMOVAL DfMS 51N BfCOML ILII PROPERTY OI tM CONTRACTOR FINLESS EIIFD OTHfILWBE ANDD SHALL BE DISPOSED OF OELSDF IN A MANNER MEETING ALL AWLIGBLE REUIUipNt. B_ THE CONIRACIOR SWLLL BE RESPOHSRLL IOR THE REMOVAL AND RERACFMEM OI ALL SIGNS. MVLRO%ES. ETC. 10 ANY D Gk TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE REAOEEBRTIY OF THE CONTRACLOR AND SHADE BE RU AYffD OR RSflACfO TO ORONLL CONDITION WITH NO AOIXTOKAL COMPENSATION. 11. COMMCTOR SHALL RLOMDE TRAFFIC CONTROL NECESSARY FOR DRIVEWAY ACCESS 10 ALL PROPERTIES. DEMOLITION ONE LOUCKS PEANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 H.,&Xk Lane, Supe 300 Maple G<we. MN 55369 763A24 SSOS www.lou<MR1 — v�•Hh C l,'S 21 '._OT U1116 GRADINi 02-05-21 CON5T DOCUMENTS CMI F9dF Y(Mll%FJ ® Gopher State One Call 1mLM 1a�mfSY1 Y0� WARNING: M CpeN rEw slW1 H REw 1 Sw WIWL Frw LOC 166 OF AT Siw1WL VtRnEe. T. 9WL ['piG.StE wIM ALL .1 OMAILS N MsxuRRc TRR aFariT Mo I w.aoutRX+w INS. M open w LWT[ CweTICt COREP siAR OE (Ml Ai eStlsa®] Ai L AA M wJIR6 N AP1VQ Fw tH I.,. Ew ML NNROIQ/M MICS. GV IFS CT.MXI115. ICS MSN6 H. VNNS Oe OMl6 V®S1RUC1 V RFS N1.1 OIwNL[M(.'GMIt1Ctw9WLFVAR w RF ' MAIOYF W1(N NMMtS) 061lIKII VII M W Cwt i0 THOMEI 7-A 0 30 60 SCALE IN FEET L6ucks Prgec'. F,.w. Lead Drawn By CM1edaA By Review Date C0 L REMWEEx5nNGCONOLEIEPAWNG. CIA i 51DfWMPb, ISLWDS, ETC. DEMOLITION Ell C2-1 RLMME EXISTING CURB b GTHUTL C22 . e.............u.....a. RRAININGWAILS. PAVEMENT GRADING b DRAINAGE PLAN C 2 MARKIN4S,WOODFENq C}3 SWPP NOTES 4 DETAA5 RMMFEX .ING ImLITV PL M4 ® REMOVES%STING STORM. C8-12 DETAIL SHEETS SEWER. pf WATERs1RllClU@. TREE CANOPY PLAN L2.1 a1GSGPE o'A, L3- X RIMOVE EXISTING THE Lke—No. Dal. CMI F9dF Y(Mll%FJ ® Gopher State One Call 1mLM 1a�mfSY1 Y0� WARNING: M CpeN rEw slW1 H REw 1 Sw WIWL Frw LOC 166 OF AT Siw1WL VtRnEe. T. 9WL ['piG.StE wIM ALL .1 OMAILS N MsxuRRc TRR aFariT Mo I w.aoutRX+w INS. M open w LWT[ CweTICt COREP siAR OE (Ml Ai eStlsa®] Ai L AA M wJIR6 N AP1VQ Fw tH I.,. Ew ML NNROIQ/M MICS. GV IFS CT.MXI115. ICS MSN6 H. VNNS Oe OMl6 V®S1RUC1 V RFS N1.1 OIwNL[M(.'GMIt1Ctw9WLFVAR w RF ' MAIOYF W1(N NMMtS) 061lIKII VII M W Cwt i0 THOMEI 7-A 0 30 60 SCALE IN FEET L6ucks Prgec'. F,.w. Lead Drawn By CM1edaA By Review Date C0 L CIA E%RTINC Cv'a--1,; C1-2 DEMOLITION Ell C2-1 SITE PLAN C22 STREET PLAN B PROFILE C}1 GRADING b DRAINAGE PLAN C 2 Sl9PP PLAN C}3 SWPP NOTES 4 DETAA5 cal ImLITV PL M4 Cit SANI SEWER PLAN S PROFILE C8-12 DETAIL SHEETS ILIA TREE CANOPY PLAN L2.1 a1GSGPE o'A, L3- 1 's ft I f4,y4C j9( .r I OpBL/ Copp I yfi4'kC`f I } Owner. Phd40 C ! f & Mogoret Own........... wner \\ .......... FfRlve Mrchoe/ T ` & CyssD I ComPbe/t \\\ \ ,DECK. BGTTOA41024.0 Owner, pe H$VL-1025.2 uj\ sree & Kenne M"`L4l¢1( 2 L0 n211 1 SAI —4Ya 1 1` D U 1 1 ,tea \ 102 m I 1 AI I DRAINAGEaunL1 \ J ID34 I '10 ,) EASEMENT 36 d \ All ' Faft v I !\\•J O C I Owner. Slson Jorgensen I I I I I IOwner'' KoMryn J & Luke P Berscheit I ..RCL I 1 I I 1�1 1 I I I `I I I I I I I I _ ----------- IAT PR BITUMINOUS DRIVE L21NlY EASEMEM I LD'---- JI IDWN q --- O(�OT-------- — — O 0 a.STREET MAIN TO REMAIN Owner: Mark R Rondoll RAIN 1 – BDTTOM-1024.0 IWIL-1026.5 -- Owner.' Michoe/ & Michelle Rishovy 1 NO PARKI1G SIGNS� \LC 6460 YOSEMITE AVE EMISnnG BUILDING PER PICTOMETRY l' I �. I nCtt'�«v I t 6440 YOSEMITE 4Yg y� 1 EKI6nNG '1 OUIlONG � I Shl; PER pCT0yE1RY 1 I I I I 1 I i NL I I I I I I I I CONS] I I i AVD I', I I I L _ _ _ —_— _ _ — -- --__�.e YOSEMITE AVE IF STOPSGN— t Z GENERAL NOTES b � 1. MINNSOIA SIATT STATER REQUE.S NO IRON PFR YAPIQ STATE ONE CNL' PRICK TO ac CtM MEN(lNG ANY CMDREG, ERCAVATION OR UNDIXQOIRA NC1fK 1 2, IH LONIRACIOR YNLL FIELD VERRV LOUTIONS.WD UfvADONSOF F%ISTNG UnNRS AED I _ � I I I 1 1 1 r ]. iff CIXJIRA(IOR A WL IAIF Nl PRCAUIIg61ECESW.Y 10 AVgD PRCNAIY l0 DEMOLITION PLAN NIRA ADNRNI PR(IRR111S DVRNG TE CONSIRl1CD[M! PFMQ q T161RC(Cf. 11ECoMRACfgt SITE PIAN e ! 6480 YOSEMITE ALE TE CCNICIBIIRK)N PHAiF q 1HN PRO[R. E)LISTING BOILDNG 1 PIGTDIETRY , a} \PER IEIERE OESSAKVN1ORADNIM I CONIR0.11E MO\lMLNI q IRAIIK WTRRE I&C[54YNY- NAQMINI q IfE4 aNCFS ANLL I l I PRIgtio FlARMENT. TRNFKCOMRa I]fVICFS 514Y1 YY �\ w CONFORMFrv(:IMER TO T111 APPROPRIATE MINNESOTA DEPMTMEM Of TNAN4CRTATEON RANDM.DS. \J� S. IN ACCORDANCf WIT I I U NI RALLY MCLPH DCCKdIRIKIIaI IRY'IRS. IEE CONIRA0OR WRl L2-1 a w &NIGHY EX. DRIVEWAY T 2p.0 1i I 3110 EASEMENT UME I 50.0 ; IANOSE WALL OIDAIaFT I ADEWACYaTHE CONIFSCIg61F0gIMANQrsNOT TOINnua RFVR THE I TO RFAWN TO S B URGNTIN CONIRAl1OR wsTNBIRMID NAND ). REFORENGION RDOCATEO YDNEMAigNCYlN1Ra NkA5V05 N ACCCRDAIIO WIIII EVC6 PERMIT P.ffjllFIMFIEI5.9FST CON BOL VOID STREET LIAR MANA3MNr WACI165. STnlF ANOLOIId RLQUNfM[NTSMIDTK I]ETNSSI#']WN WTIE R2&' : 1 Ba1NDARYLINE I I P I EDU a BITUMINOUS I 60.1 I PAVEMENT I I REWNE6 STAff ANDt NNLL RE IIi ST TSMDO 1 1 I I i 10.ALL S1REI RFPAE AFD PAICMNG LNII B[R16gtMOPFR 1EE RfQIIfRA1EMsa 11E CUT. uL TRA1TGCONIRa sIbLLL Bf PROV1IXDRY THF cgJIRACfOR ALDANLI Rf L$TABLWED RR 5 llE RfQUIRfMfN15a 1Hf MINNESOTA MANUM O UNRORM IRMfIC CONIRa aVN35 -------------------� IMIffm1 ANDTIEQIY INO11q ALLRNIXA9ERS.WD Own........... wner \\ .......... FfRlve Mrchoe/ T ` & CyssD I ComPbe/t \\\ \ ,DECK. BGTTOA41024.0 Owner, pe H$VL-1025.2 uj\ sree & Kenne M"`L4l¢1( 2 L0 n211 1 SAI —4Ya 1 1` D U 1 1 ,tea \ 102 m I 1 AI I DRAINAGEaunL1 \ J ID34 I '10 ,) EASEMENT 36 d \ All ' Faft v I !\\•J O C I Owner. Slson Jorgensen I I I I I IOwner'' KoMryn J & Luke P Berscheit I ..RCL I 1 I I 1�1 1 I I I `I I I I I I I I _ ----------- IAT PR BITUMINOUS DRIVE L21NlY EASEMEM I LD'---- JI IDWN q --- O(�OT-------- — — O 0 a.STREET MAIN TO REMAIN Owner: Mark R Rondoll RAIN 1 – BDTTOM-1024.0 IWIL-1026.5 -- Owner.' Michoe/ & Michelle Rishovy 1 NO PARKI1G SIGNS� \LC 6460 YOSEMITE AVE EMISnnG BUILDING PER PICTOMETRY l' I �. I nCtt'�«v I t 6440 YOSEMITE 4Yg y� 1 EKI6nNG '1 OUIlONG � I Shl; PER pCT0yE1RY 1 I I I I 1 I i NL I I I I I I I I CONS] I I i AVD I', I I I L _ _ _ —_— _ _ — -- --__�.e YOSEMITE AVE IF STOPSGN— t Z N GENERAL NOTES b � 1. MINNSOIA SIATT STATER REQUE.S NO IRON PFR YAPIQ STATE ONE CNL' PRICK TO ac CtM MEN(lNG ANY CMDREG, ERCAVATION OR UNDIXQOIRA NC1fK OE 2, IH LONIRACIOR YNLL FIELD VERRV LOUTIONS.WD UfvADONSOF F%ISTNG UnNRS AED pyl TCNO(MIWFUTtIUSMMTOCpM1ENCEA MCgb1RI1CUONACINIIY. THE CP® PL NTRMIgt SHALL fgTRY nE EN(]IEER a.YNY LRS(RfPANCE$aN vNfMTIgbERQN TIE PI.AHS r ]. iff CIXJIRA(IOR A WL IAIF Nl PRCAUIIg61ECESW.Y 10 AVgD PRCNAIY l0 DEMOLITION PLAN NIRA ADNRNI PR(IRR111S DVRNG TE CONSIRl1CD[M! PFMQ q T161RC(Cf. 11ECoMRACfgt SITE PIAN N1L & HL V RI V(M'VBLI'M ANY UMMCf510AaAQM PRCPFRTFS OCCURR� gMING STREET PLAN & PROFILE TE CCNICIBIIRK)N PHAiF q 1HN PRO[R. 0 30 60 4. 11E coNTRAC1aR wRL aL RLSPGYbIRLE IaR flIOVIwNC NJO MINIACENG IRNFCI.gIIRa C3J LNICBS1101 AS RNt0.N aas. WKNIN MDLIOIISTO CA.1 IEIERE OESSAKVN1ORADNIM I CONIR0.11E MO\lMLNI q IRAIIK WTRRE I&C[54YNY- NAQMINI q IfE4 aNCFS ANLL C63 SAKI PRIgtio FlARMENT. TRNFKCOMRa I]fVICFS 514Y1 SCALE IN FEETNAW0.0JfDRYTHF CONFORMFrv(:IMER TO T111 APPROPRIATE MINNESOTA DEPMTMEM Of TNAN4CRTATEON RANDM.DS. LI -1 S. IN ACCORDANCf WIT I I U NI RALLY MCLPH DCCKdIRIKIIaI IRY'IRS. IEE CONIRA0OR WRl L2-1 BE SOLELY AND C(MMLRELY RE;P WI FOR CONDIIX]NS ON THE IL84n, NQUDVG SAUTY La REI]UNFMFM itR PEDDIMANRg11EKINGH q ALL PEA50MANDPRILY ANOURINB: DRS WRL APftY CONIINUOUYY AND NOT 0E LIMITED IO N(]ItMAL V2CW(I� IXJIIPS N &nE gl1Yq llf ENI:NfN CR LIETN`HNDfR IO CINYNICTCO6IDE OIDAIaFT I ADEWACYaTHE CONIFSCIg61F0gIMANQrsNOT TOINnua RFVR THE ITE CONfRACICASSV ftt fNA512RF5IN, CRf rvUR THE COLBIRIICIIONLT[. OR URGNTIN CONIRAl1OR wsTNBIRMID NAND ). REFORENGION YDNEMAigNCYlN1Ra NkA5V05 N ACCCRDAIIO WIIII EVC6 PERMIT P.ffjllFIMFIEI5.9FST CON BOL VOID MANA3MNr WACI165. STnlF ANOLOIId RLQUNfM[NTSMIDTK I]ETNSSI#']WN WTIE a1M 4EFTW g1HE T.0ECI MP6 R. uL cgO1RUCTIOJ HRMts. AWlKA1MlHf MID rEFSARF Ili REFC]IEIRIIIT a LIE § coNlRAcrGR. 9. AllfREMNRSAND CTIVSTRICDONS RE CO1bIRll("IED PER IM L REWNE6 STAff ANDt NNLL RE IIi ST TSMDO Eq TIFWAWNCTRNJ QUT .NIRACiOR Rfaquleu FOR ML NRAUTs u�O NonFKAllors ws RLWcfn. fM 10.ALL S1REI RFPAE AFD PAICMNG LNII B[R16gtMOPFR 1EE RfQIIfRA1EMsa 11E CUT. uL TRA1TGCONIRa sIbLLL Bf PROV1IXDRY THF cgJIRACfOR ALDANLI Rf L$TABLWED RR 5 llE RfQUIRfMfN15a 1Hf MINNESOTA MANUM O UNRORM IRMfIC CONIRa aVN35 IMIffm1 ANDTIEQIY INO11q ALLRNIXA9ERS.WD OE FIA(.aRASEFaDNI MWK5IR11556Vf&EOPENTOIRNFKATAMM 11 ADIUST &I aNTNG STRUCTURES, ROIII PORK AND PRIVATE TO THE PROPG]IOGMa5N1ERE UL 1URBfDAND fIMIRY WI1H AlL REWRFAYNIs q LLE UIIIIY ONfRRS. SIRURURFS NINE RFSFT TO PAYF[I AR[AS MIISI MFfI bNLfPS PFI]URFMFNREOR IRMFK LCMgNL. _ I]ONTNG iOPOCAAHIV IAOJNFD BY TOLUOLS AStIKN1FS, TOPo6:.WIKSIMVFY RATFU _ __ IW320. N b � N jJ}O O�QZN ac vQl—Qo csw�a5j� OE TWM pyl pOZUN Y \ CP® O�>UO Ci -1 EXRnh'C C2: :1:'.'I.:'.S LUN ct-2 DEMOLITION PLAN 5,0415; O SITE PIAN w� STREET PLAN & PROFILE x 0 u KZ 0 L O a SITE PLAN LEGEND - i� � BnuMlrausvnvFAEIR c t �tF- \e v Mel 1� 3W Gopher State One Cal I S ^�\` c z U ,mom ImmzssNroN S1 52as LEE, O WApPrNie M C(MIINL IM RIALL YI NRM91E FM CALLING HNI LOGTpM O ALL SANFIKS THEY .1 L.Jn COAfME, NHR,IYIRAM,MNLOG,IW M LIEI M cOMNKTM.1.-1 ¢YI(R AAR P( CALL AT A,u5WOP2 AL ONE LOUCKS PINNING CML ENGINEERING UNDSURVEYING LANDSCAPE ARCNRECNRE ENVIRONMENTAL 22W Hem lane, S,Re 300 Maple GT.–, MN 55369 263.424.5505 —L,-LA— MARY 11-09-20 PRELIMINARY SUBMITTAL =2; LOT LINE$ & GRADING 02LS21 CONSTDOCUMENTS Loud, L.Ad Lead ITRG Dra-Il Down RG i Cnedad ByI TWM R— Dam CP® Ci -1 EXRnh'C C2: :1:'.'I.:'.S LUN ct-2 DEMOLITION PLAN Q-1 SITE PIAN C2-2 STREET PLAN & PROFILE C31 GRADING 6 DRAINAGE PLAN c3 SWPP PLAN C3J SKPP NOTES & DETAILS CA.1 EDIBILITY PLAN C63 SAKI SEWER PUN & PRORU c61.2DPTAIL SHEETS LI -1 TREE CANOPY PLAN L2-1 LANDSCAPE PUN La LANDSCAPE DETAILS 1050 IW5 1030 1035 1030 1035 1015 Fcno mua ,.aoo.noI. PRNATE ROAD SECIgN Ow I\ 3 I L Ib435 %03 oM. —_ --I-_— 0 A �%�\OTB I A____ \ i ,.e�m Celw b'PVC OMINIILL-SLI DIIAII IFVC C.O. AUAISF EX. VAIVE BO IB 7 1033.. •,.yw_ � �� '�� � z �� Ioss _ consnn�Rpvo�roAn� REMOVE PORTIONO Et B6 CURB. S1w4 d W TCH FS. BIT. INFIA L TAPER CURB ENM TOA TM NEW It 1 INORIHI RM' MY ISOYIIO I CETYL• s�,n m �� acwme mlc,w,¢<,vw PUBLK ROAD SECTION 0 30 60 SCALE IN FEET Q30 FX- _ r. I 1050 1055 1030 1035 1020 1015 i■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHFFECTURE ENVIRONMENTAL 7".—m late. So:M 300 Maple Gmve. MN 55369 763.R65Yh —l000lum- '. r'I UteS&GNAJIAC 024)521 CONST DOCUMENTS G<ense No Dae i Lowks Prgect No PrW,T Aad ..o p By TEG cMc4ed By nVM Ren -tale C6t COVERSHEET Q-1 EXISTING CONDffl NS PLPN CI -2 DEMO"m PLAN C2-1 SHE PIAN C2-2 STREET PUN & FROFAE C31 GRADING &DRAINAGE PLAN C}2 SWPP PLAN c}l SW PP NOTES&DETAILS C0.1 Il11 PIAN '42SANT SEWER PLAN &PROFILE C&12 OPFAIL SHEETS L1-0 TREECANOPYPLAN 13-1LANDSCAPE PIAN L3' IANDSCAPE DETAILS I 11. 1,2wl N \ I \ 1 \\ ■I f -b V \ \ ((may � • C\ L —� 1 _� 1 1 1 1 p • IWS.OJ IOH.� \ \ \ \ I II \ V ;;; N 2� 1024D V 1039 D1 1 A •� A u4 I / Ip>&> 1 1 1 1 �,1 FEW, tr t I 11 2LRADING II /,� I1 E I iBH{r V IEeIS - �� •■ Vit= -/ _ f B • M ■N••1•, PHASE I GRADING I \ \ • Y 1021 LIMITS. TYP. \\ � e GRADING, DRAINAGE &EROSION CONTROL NOTES — G 1. SPOT f1EVAT10NS REPRFSEM FINKMENUSURFACE NODAU[S. CAITIFPJFLGW UNECE TAHOE BUILDING, � \ OR EOQ Of PAVEMfM UNLESS OlI11 RWI51 NOI[O, J, I \•ER 2. ALL DEMURS WAVED UNPAVED AREAS ARE TO RECENT MINIMUM OF 6 INCHIS Of TOP SOIL AND Sf[D/MULCH OR SOD. THESE AREAS SHALE BE WATEREDIMNMAINED BY THF CONIRALTOR UMY \ \,\ VEGETATION IS ESTABLISHED. �\ \ 3. STRRTS MUNI BE CEfAMD AND SWEPT THRWCHIXIT THE DURATICIN OF CpbIRUCRON, \ \�_ _ WITHIN 25 UOURS.WHINWUR iMCMNG Of SEDLNENTS 0 HIR5 ANO KIM SATS ARE LEFT • ��—'+—____ IDLE FOR WEEKENDS AND HOUDAYS, AREGULAR SWEEHNG SCHEDULE MOST A ESTABLISHED. 1. DUST MUST BE ADEQUATELY CgQROL ED. SEE SW IPP FOR Af%NTpNM EROSION CONFIRM NOTES AND REQUIRE41,1I5. _ \ —�— �� 6 Yf 111l1IY HA6E EOR WATER, 5TOI1M M1D5NiDARY SEWfRINfORMATgN. GRADING LEGEND PHASE 1 MINOR CONTOUR \ \ - �R• IIII /^� J- RNSE 1 MNOR (OM(N1R PHASE 2 MINOR CONTOUR 2 MVOR CONTIXR BALL ice_/°""•L.'11 .0 1 y/ \\A �v2/ �t / 1 / / \ 1 I \\ YOSEMITE AVE77` 1 / I I I MIN 1035 11. 02239 PRovm e® CI -2 N O i • STREET PLAN & PROF LE i " a c , 1 I I 11 ,022A> 1023.02 1 I ,a- I1 i I B LI -1 r L2-1 I - L31 L I I WARNING: I � MIN of PRovm e® CI -2 N O i • STREET PLAN & PROF LE i " a c , • SWPP NOTES DETAILS C0.1 UTILITY PIAN v, SANI SEWER PIAN&PROFAE ■ B LI -1 r L2-1 w u wjRI00, L31 R WARNING: Rioa uNL CIIAU .nmW Tn � u wwT.rvwTlt.sseTlwlcevlc.TXTNCWLNEs 0 30 by P~ canv ,Intl a.R c,Iu .T asyswwz AT IR IouTKRn CR ALL LNI GIN )l W 05, . ...cs6u.amt zg 1030.20 E%.- vuvD o. ogle...". XTIRI.TS NTOPE o..Frua II( T.eav[ xeaN IwaAe[u SCALE IN FEET NIB I—X ry 11-1 = PAR •ero, —T lTu I of C]-1 EXISTING CONDITIONS PLAN CI -2 DEMOUTION PIAN . i wI. T— —� STREET PLAN & PROF LE i " GRADING & DRNNAGE PLAN I [F1 W6pQ Gopher State One Call C33 SWPP NOTES DETAILS C0.1 UTILITY PIAN C0.2 SANI SEWER PIAN&PROFAE ca.,2 DETAILSNEETS LI -1 TREE CANOPY PIAN L2-1 IT L31 WARNING: Rioa uNL CIIAU .nmW wwT.rvwTlt.sseTlwlcevlc.TXTNCWLNEs 0 30 by canv ,Intl a.R c,Iu .T asyswwz AT IR IouTKRn CR ALL LNI GIN )l W 05, X1030.63 u.-� 1030.20 E%.- vuvD o. ogle...". XTIRI.TS NTOPE o..Frua II( T.eav[ xeaN IwaAe[u SCALE IN FEET :■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING UANDSCAPE ARCHRFCNRE ENVIRONMENTAL 72W HemIo k Lane, SUne 300 Maple Grove. MN 55369 263 424.5505 www bueksirK car. H -0i20 PREUMINARYSUBMETTAI 01Q 21 LOT ONES &GRADING 02,05-21 CONSTDOCUMENTS ,,� TRG A paw 8y CM1ec4edW TIN Rewe Dal.I e C0.1 COVERS EFT C]-1 EXISTING CONDITIONS PLAN CI -2 DEMOUTION PIAN 22-1 SDE PIAN C2-2 STREET PLAN & PROF LE C31 GRADING & DRNNAGE PLAN C3-2 'WPPPN LA C33 SWPP NOTES DETAILS C0.1 UTILITY PIAN C0.2 SANI SEWER PIAN&PROFAE ca.,2 DETAILSNEETS LI -1 TREE CANOPY PIAN L2-1 WCI:SUPE o„N L31 Iw1.073 \\4 )\`\ \ \ \ \ ` v. ��: b: / • ��� L \ 1039.0 T"FFENCE / \ \ Y 1 FvNN IM \ \/ I J X I I \\ \ \ \ • ♦ III I P � 'w20 \ \ \\\ \\ \\, \ � r ®—\/ IOM ION50 \/ • � C \ 1 1 c a6 IPHIY 2 %1 FENCE g FBtw 1 I I Iw2.3 I X 10 i I, 0 INLET PROTE1�1' I F836j� PHASE2AL1 036.1 \ ! S \ L)RI-TFENCAI A PR Rl1 I V A A V A V A A V+ v AA V v v � �:' �.w�ii / / N. I I I 1 \ \ \I Vc YfENCE � V \ \ 1.2 \\\V�AAAV $ \ I GENERAL NOTES I 1 \1\\ \ _-----�� SEESNEETc3-3FaRSMSPPNOTESnFn13ET.VlS. 1 \�\� — \� ADDTIEEE RNL4 AS EAfI1Wlr EOR PEN5E 1. Il / L,A tt� IyE MI�YI c _ a ° . II�ADN�cEN�r w�iTunos sEP� wTION / / / / I I' _� — \ RoaconslRyvlD � \ INLETPROTEG1aN— 0 O 0 /l \ D, aw 0 YO1T I •I _ I 1 411" pEL ma¢Ytulau ® GopherState One Call .01 n 1plFR 1.6m16i.i1M WARNING: lEc comaxtu 3� N araeeaa rw rW3rc rw Rarnive n .w mmc unnRr vwl caarlRAEe 3Pm wu tmm Co.rA.e N YWINfG 1MR YM[E .fN / OR R¢GG1MlN R 1L6. ENE CwIMCEUR Nwl COWACT GGNRR PATE ONE CEP AT Ptas•Mm AT SWPPP LEGEND — _.— SRI FENCE ® IMfIPW14lM3N CL2 FROSpNCCMfIROI BlM&Fi C2-1 CIXdIR1A1MJN ®RCCI FNIMKT C3-1 ERFEIFNCE i■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 72W HembT4 lase, Suite 300 Maple Gmve, MN 55369 763626.5505 .mw bucRunc c I1D9-20 PREDMINARYSUBMFFTAL OI Z2t LOT DNE58 GRAONG 020531 CONST DOCUMENTS m Dae TRA TRG TWIN U --i EmbTING CONoi 1.1N5- PIAN CL2 DEMOLITION PLAN C2-1 SITE PIAN C23 STREET P1AN 3 PROME C3-1 GRADMG 6 DRAINAGE PLAN C32 SWPP PUN C33 SV PNOTES 6 DETAILS c, U11DlY PUN U-2 SANT SEWER PUN A PROFILE C&1,2 DETAILSHEETS Lt -1 TREE CANOPY PUN U-1 LANDSCAPE PUN L}1 t EESCAPEDFTc ' SWPPP NOTES UNIT ARM FII INC, Of THE NOUCT OF TERMINATION AND MIST INTRUDE: DAR AND TIME OF ACTION, NAME Of HRSOHSI CONDUTINGWOR. FINDINGOf ]. BETNl PAVEMENTS G T THNATURE OF THIS PROTECT Wit I CM%TUFCONSHRL(TING A RMDWTfH NO 8. FRAU GRADE SIRE ALLIORIXJNS OF THF SfHFOR WNKH THE PERMIITEF 6 RF5P7fEB1LL C(NSTRUC I)ME) MADE OPERATNN11l CONCTIRRFMWIIH TOM STMT Of C WHEN AN INFIRRATION SYSTEM 6 EXCAVATED TO FINAL OMDE TOIL WITHIN CURB AND CRUDE FOR A FOEIR I OT RESIDUUM DIMIC)PMFNi WHITE W TM ER OF QNTfRSHP A5 EX MED IN THE PERM, SOIL ODh/RBAW E UP GLADSOME OF ME POND. THE TEMKWMY THREE 131 FEET OF FINAL CJNDEI, THE PE1 UEE6) MOST EMPLOY RIC<MOLA DRIVEWAY CTRf LY 6, Walk THE ROAD, UTILITIES FOR FUTURE LOTS AFF) G 5 HDIMENIAI ION BASIL. BE DESIGNER IO HLVEDT SHER1 FROSION PREVFNTRNJ AND SEDIMENT CONTROLS LEG., DIVERSION BERMSI TO STORMWARR TREATMENT WIFE BE ADDED 11. AEDANDMULCH A, CIRCUITING THE CURATE SHALL BE DEMCNfU TO REMCFW ELMiM11 DEBRIS, LEEP SEDIMENT AND RUNOI F COMPLETELY AWAY FROM THE INFILTRATION 1ANDSCAPE PLAN 15, INSPECTIONS ALLOW FOR COMPLETE DRAWIXAMN OF TRE POND I CM MAINTLNMICL AREA. THE AREA MUST BE STAKED ME AND MARKED SO THAT HEAVY 2. THE WINDED SEQUENCING GF MNOR CONSTRUCTION ACTNDIES ME AS A 1HIWL NSPECiIONEQUIRE �NG SILT FfNCT IN51N1AT1ON BY ACfMT1E5.ANDf1AVFENERCYDISSIPATION. THEIWITGENCTSMUMAYSHNI EQUIPMENT WILL NOT COMPACT THE 501)IN FOLLOWS: DISCOVERY. RfHESEMATNEfb REQIIIREU. BE STANLIIIO THE Plk ltIVfHKLESOR 1St PRCHEEUIGGIN 1. R6TAR B EXPOSTAT ME/ SONG TRIPLY] DAYS AND WITHIN 24 1101185 C. M)WIFGET BA4F65HALL BEDML D. LOPREVENT C OfTMfA Of THE ONFILTRAT KEN SYS. TIM, METFINIRAROUNDRAN,W 3. ARI HNCEAHNNDNTf iOILGWID CNHNHWRRNNFVENT. WATERS ANY REQUTIE BUFF BE BEMSIIXDSURFAR NUML6i BE DLICNLDIO AORETMENT DEVICE AVfrffADRHE UST USE DATER SUCHAS AVEGETC,.GMT R ISTO 3. NSfNIPROIECMFfENG MOUND FIITRATXOIJMFAS C AREAS STABILIZED AREAS'. ONC[fVfRY l0 DAYS AVOID RAVNG AVgDpWNMN WOF TOMFUNLESS TMF IMPACT TS TA C(MWIANCF WITH UNESSTHEA THE REQUIREMENTS OF THIS PfRMR. STRIP,SMLLLMUSTUNATION BASIN, STRIP, SMALL BARNFF WATER SHRIFTINLET(MIGRT 5. CLEAR ANDGCKPILERUM 5, NUWATIENILf TOPSOIL D. FROZEN GROUND, AS SOON AS RUNOFF OCCURS Cat PREFER TO RESUMING D EXCIMNF SEDIMENT DEN WATER THAT IS NOT PROPERLY FILTERED WIFE NOT TO SETTLE PARTICULARS INTO THE INF ITERATION OINA�ESOBIfNf�TEMFSTORMWARR DLSCIARCES REMOVSTRIP 6 REMOVE CONSTRITION. BE PERMITTED TO DECHARCE FROM SHE GRADE ]. RIX/CN GiW)E Ah L. INSRLTICNI AND MAINRNANCR RfCORIA MOST BE RE TANNED FOR JYfARS J0. POST CONSTRUCTION 8. IMRMI CLEAN FILL FOR REPLACEMENT AND BNAN, 9. R151ALL UTILITIES UNIT ARM FII INC, Of THE NOUCT OF TERMINATION AND MIST INTRUDE: DAR AND TIME OF ACTION, NAME Of HRSOHSI CONDUTINGWOR. FINDINGOf ]. BETNl PAVEMENTS G PISPU1TOMS AND OFFY3MMENDNKN15 f CR CORRECTIVE ALIKMI, DAR AND 8. FRAU GRADE SIRE G AMOUNT Of RAINfAU NEMS C,REAUR THAN ITS INCHES IN A 24 HOUR ]. CONSTRUCT STORMWARR MANAGEMENT BASINS IF PERIOD, 8. MALL ALT FENCE AROUND RAMNS SY - 9. RMME ACCUMULATED SpMENI[ RpA BARNS G 5 10. CONSTRUCT FILTRATION IRENCF1f5 Ib. MINIMUM MAIMfNANC[ 11. AEDANDMULCH A, AIT FENCE TO R REPAIRED, REPLACED. SUM [MEWED WHEN 12. WHN ALL CCMSIRUCDCN ACTIVITY 6COMPLEIE ANU I H SITE 6 SIMBIRU, 1ANDSCAPE PLAN NCTINIF CTROAL OR IA FULL, WITHIN 24 HOURS REAgVE SILT FFNCT AND RESEED ANY ARLA5 p,FURBED BY RTE LISMAL B SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN RUCHE512 1. SITE DATA STORAGE VOLUME. REMOVAL MEAT BE COMPI HE WITHIN R HOURS OF ARGOT D61L/PRANCE: 1.3x AC DISCOVERY. P0.E{:ONSIRl1CIlON NIPERVIOIK AREA 043 M' C. SEDIMENT RENIMID FROM SURFACE WATERS WITHIN PIRV[N DAYS PDST{ONS,RLRTR)N IMRR9015 D REMOVED W[ Cgb1RUCTON SM IXHS INSPECTED, TRA(XID S[DIMENT REMINH AREA MEOW HOURS. E PROVIDE COPIES OFFROSON INSPUL I ON RESUL TS IO CITY ENGNEfR FOR All CENEMISOL IYPF: LOAM EVENTSCRWERTHANZ-I1425HOURS 4, THLO l"MMDSNOTTONGSILLRBEDMMTBEIMNTRIIDSHFEAR, STAXES, SIGNS, MIT FENCE, FTC. BEFORE Cg UCLON BEGINS. 5. N I HERBERT GROUND LEFT INACTIVE EOR SEVEN DI OR MORE DAYS Wal 1 BE STABIDZID BY SEEDING OR SODDING CONY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR COVERING OR OTHER EQUIVARMI CONTROL MEASURE. 6. ON ROPES IF OR GREATER AWNFAM WERE FLOW AND MINIMIZE RIUS ANDOR GUIIIES. AIH LENGTM6 WTBEGLEATERTFAN)51(11. MM LIENORS SLOPES GRGTfR THAN 3]. N131 SOPES TO BF STA81LQEDWITH EROSION CONTROL BLANCH M. NL STORM DRAINS AND INLETS MV4 BE HOTECIFO UNE, ALL MARCS OF POTENTIAL ULSC HAKGE ARE SIABRIZFG. B. TEMPORARY SOL S I OX KNLLS MUST LAVE EFFECINE SEERMENI CONTROL AND CAN NOT BE PLACED IN SURFACE WARM CRT STORM WATER CONVEYANCE SYSTEMS. TEMPOW3RY STOCKPILES WITHOUT MGHiKAM M10UNT C%SRT, CAN. OR ORGANIC COMPOUNDS ME EXEMR LX: CLEAN AGGREGATE STOOL HUES, DFMOLrtON CONCRETE S OCIPIRES, SAND SFOCIPEES. 17. EM SINEW, INCLUDING ALL CHANCES TO D. AFFECT EGBJNS AEP MVFFII L:E RK MOW Of KEPT AT THE SIRE OLIIIBN'CONSIREEC ACTIVITY BY TNF KR NEEM WEEK) HAVE OPERATIONAL C TN (O EH WE 13, OWNER MUST KEEP RECORDS OF NI PERMITS REQUIRED FOR THE PRgECT, THE SWEEP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FM UNIFORMITY AND PERMANENT STORM WATER MANAGEMENT SYSTIMS. THESE RFCC)KDS MU51 BE RINNfD FOR THREE YEARS AFTER FILING NR)ES NOTICE OF IERMINAION_ 19. SWPWMUSTBEAMNDEDWHfN: A. THERE 6 A CHANGE IN DESIGN, OPERATIgJ, MVNTENANI, WEARIER OR SEASONAL CONDITIONS THAT HAS A SIGNIFK.WT EFFECT ON DISCHARGE B. INSPECIONS INDICATE IFAS THE SWfW 6 NOT EFFECFM AND DLXHMG 6 EXCEEDING WATER QUALITY STAEIDARDS. C. THE BMP'S IN THE SVHR AR NOT CONTROLLING POLLUTANTS N VOCHARL25 OR 6 NOT CONSISTENT WITH! RIE PERMS AND CONDDpEE OF THF POLAND, 211. A CONCRETEKEDWAITMFA CONCRETE WA51f-Wi6NOT ALLOWfUCON-SITE 21. IN TH EVfM OF FNCWMEIING A WUL ORSPRNG DLRING COf81RLIC 9. SEDIMENT 1AUFN OUSTER MU51 BE U6(]ARGEU TO ASUWFMATION BASIN 21. MTOIASCObTRL1CTIONACF WMDNOTlf FNGNEER. WHENEVER POSNER IF NOT POSSIBLE IT MUST BE TREATED WITH THE APPROPRIATE BMPS. 10. SOLID WAR[ MOST BE COMPOSED p PROPERTY AND MAST COMPLY WITH MPGA DEIVSLL RQUREMI NIS, I1. O1 DONAL WASHING Of CONSTRUCTION VEHICLES MUST C UNDER TO A IXFIHD AREA OE THE SITE, RRNOEF ML61 N PROPERLY CONTAINED. II NO ENGINE OCdDAMNG 6 N loll, ON WE. 11 TIII CTYNERWHOMC:M THE NPOSPERMAMLKUON 6A PERMRRf ANDS RL"TENIBLE FOR COMHIAHCL WITH ALL TERM5 AND CONDRIONS O THE PERMIT. THE OPERATOR IC CWRAC1ORI WHO SIGNS THE NEEDS PERMIT AM WARON 6A PERMIT IR OUR NL MPLI ABLE CONSTRICTION AONIIY RECAIIRLMENTS FOUND N SEROE6 J, A, 624 01 IIIE NPOfS PfRMR ANO 6OIMLY RESHNAIPIE WITH THE CTVNH fORCONH.ANC[ WHIM IEDSF PORTMONS IX THF PERMIT. 14 1[RMINAiONIX COVFRAG[RRMNRES1 W15MING 10 TFRMINAIE COVfR.A(i MUST SLIBMIiA TKEO TERMINATION(NOL) TOIHf MPCA.ALLPERMITRUMMUST SUBMIT A NOT WRHIN 30 DAYSAFiER ONE OR MORE DOME FOLLOWING CONDIi1ON51AVF BEEN MEI: A 'RAL SENSITIZATION. PER NPDES ftRMR SEC ION I l HAS BEEN MHMD ON ESTIMATED QUANTITIES DESMPIION UNIT QUANTITY TGIPORARY ROCU: CONSHUCION ENTRANU G 1 PRUAHKATWCOFKItIIEWAVOLR G NO7ALLONEO SET fFNU 6fAMSMDI IF 3.100 EROSION CONIROI BIAIRRT SY - INIETPltCMCTON G 5 SEEKING AC 1.3x 22. HPLOLRLEISMLSIBEMWMDMIHifM MRYORPERMANENILNERGY IMMIRATION WRNM 24 HOURS ALTER CONNECTION TO A SURFACE WATER FINN SIMILIZAtt" RfQLI1 S THAI ALL "I DEIUR&NGACTNRIES HAVE BEEN CGMPIRFDANDTHAT OSILIRBEDARFMS STABRInDBYALINIfORMPEBENNW VFGL IATM COVER WITH 7M OI THE LRHCIFD FINN DFNAIY, AND TINT All PERMANENT PAVEMENTS HAVE BFEN IELMAHED, N I TfMP(%,ARY BMP'S 516N1 BF RFMOVFO DRCHESSTMR PERNNAN ANDPENMEN SMNIBF INTONED FROM PERMANENT CONNIVANCES AND SOMfN1AIMON BASB6IN OtfNA 10 RETURN TM POND 1D DESIGN GVACIIY. 25. EIfWATERINGANDBAANDRNMNG A TURBID OR ADIMEM-IADFN WARES RELAID TO DEWATERING OR BASIN MINING SHALL Of DISCHARGED 10 A TEMPORARY OR PERMANENT SEgMfMATION BASIN ON THE PROTECT SIRE UNLESS INFEASIBLE. RTE Tf IKAJFY OR PF RMANRU BASIN MAY DISCHARGE TO SURFACE WATERS IF THE BASIN WATER HAS BEEN VISUAL I Y CHECKED TO ENSURE ADEQUATE TREATMENT HOS BEEN OBTAINf I) IN THE BASIN AND THAT THE NUISANCE (piDITIONS WILL NOT REST III 1 ROM THE DISCHARGE EMCHARGE POINTS STALL N ADfQUATEIY PROTECTED FROM 1 ROSON AND PROPER VELOCITY DISSIPATION PROVIDED. B, ALL WATER FROM DEWATERING OR BASIN -DRAINING AOMIIFS MUST BE DISCHARGED IN A MANNER THAT DOLS NOT CAUSE NUISANCE CONIMNONS, EROSION IN THE REINING CHANNELS OR ON UT)i SLOPE PROPERTIES. CP, INUNDATION M W UlAkNDS CAC6ING SIGNII KANT ADVERSE IMPACTS TO THE WFHMND. C If RETIRE WONT BACKWAAI WATERS ARE USED, THE BACKWASH WATER A64L BE FARTED AWAY FOR DISPOSAL, RIMMED TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATED INTO SITE M A MANNER THAT E CRS NOT CAUSE EROSION. BACKWASH WATER MAY BE DISCHARGED TO SANITARY SEWER IF Pf EMISSION 6 GRANTED BY THE SANITARY SEWER AUTHORITY. BUILDING fMON A BUST HEUN ER COME EALTO RAW PFEWN1 EPOHARCA TO Lf0RD 7EOEO BY AN MUST BI UNDER COSH TO PREVENT DISCHARGEOR ITHSTCOMEMAN EFFECTIVE MUNI RESIGNER TO MINIMIZE CONTACT WITHMELIF C WATER 8. PFNDUkTESHERBM ATE IALS MUST UNST DER VTRGTMEM CMEMIGLS, AND LWDSCM TUTAKS AN MUST Bf UNDER COVER. C IWARDOIIS MARRIMSANO TOM WASTE .057 OF PRORCTfD IOPRfVfM VLIDNAM D. SOLO WASTE MIOf TORD,COLLfCTFD AND O6POSFDOIN COMPLIANCE WITH MINA, R. CHK M 7035.EE E TOSETS MUS1BEPOVl10NNITARYIHAT THEYWAMM ST ACURLANO WILL NOT ER N IN AC 0.R DANCED OVER INH IF OR WASE Ml6f BF DISPOSED O HSCHRY IN F SPUIRANCE WITH MINE R CLS IW I. F. AREA WHERECSPKL[DORIGCO CHfMKAES,MCIUgNGfAE WALL BE MINTE'HHf CHG[TRIP POR ANS WILL BELOADED ORS SHAR E ALLLLBE AI AR TN LIANG URIPPANS IS ABSORBENTS SUPPLIES AAII BFAVNUBH AINLRMSIOPOSAL UP UIS MUS)FD.WJDOALE ANDIHATAN ECOVER APPROAAIE D6H)5N MOHIUD MO51 PL AVAILABLE TOR RECOVEREDSPILLED MATDOALS, 27. OFSM5TI CAINEATDNS T6NYOR TRTB PERMANEN1510RMWNLR TREATMENT Mf DEMCNED TO MEET AYfA GENERAL A SPECIAL WATER REQUIREMENTS. CAR ULATONS ARE PARI OF THE HYDROLOGY REPORT, WHICH IS TO BE CONSIDERED PAR Of THE MAW DOCUMENTS SEE HYDROLOGY BROKE OUR ADDITIONAL INFORMATION. 2B, 20. RMWRARYSLOIMLNTATION ASINS A THE UWCMMRYSEOMENTATON RAANS WAR BE CO15TRUCIED AND MADE O MTA NALPRIOILTODETURBANCEOf IOMMORACRESDMININGTOA COMMON IOCAION. 29_ 9. RMPORSRY SEDWFMATION BASINS ME REQUIRED PRIOR TO BUNCH LEAVING THE CONSIRUCRON SHE OR ENT DOING SURFACE WAI LRS WHEN 10 OR MORE ACRES O DEMURRED 5011 S DRAIN TO A COMMON 1 OCATON, THE 65SIN MUST PROVIDE 1,LW CUBIC ILLI Of 51 DRAG[ Of IOW THE OUTLET PER ACRE DRAINED. IF HYDRAULICCAROIATONS ARF AVAII ARI E. THE TEMPORARY 5[OMFN TAT TOOK BASIN MEET PROVIDE A STORAGE VOLUME EQUIVALENT TO THE 2 -YEAR, 24 HOW. SRTN1, BUT IN NO CASE LER THAN 1800 CUBIC FEET PER ARE DRAINED. THE TEMPORARY S[DIMFMATON BASIN MUST BE RECEIVING ALL REQUIREMENTS LISTED M SCINONS 5-7,14, 1619.21. 24 OF THE PERMIT FOR DEMON OF THE PERMANENT STORMaVARR MANAGEMENT SYSTEM AND DISCHARGE HAVE BEEN INCLUDED IN THE PREPARATION OF THE MAINE THESE INCLUDE BUT ME NOT LIMITED M A THE MOM AAKKMI, FREQUENCY, INTENSITY, AND OBLATION PRECIPITATION. B. THE NATURE OE MORMWA1fR RUNOFF AND RIN-ON AT THE AR. C PEAK FLOW PLATES AND 510RMWAI OR VOLUMES IO MIWMME EROSION AT D. THE RANGE U 5011, PMTICE E SITES EXPECTED TO BE FIRESTONE ON THE SITE. A MINIMAL COMPACUNf O'It RNNMfASCO1F C~ACTCI Bf DOif W1IH MINIMAL COAVA A IONTO FOR THE FIMfM. If T BE RVTMOI6 ENCOUNTFR0.6WN SOI[3 FOR THE fN51 A TFD TBE INTONED A UNTILSTUART T B. INFILTRATION SYSTEMS MUST NOT BF EXCAVATED TO FINN GRADE FULLY THE CONTRIBUTING WED INGEM RIG R ARUHAD KEN NRUBDIl1CTED AND FULLY STMII VM UNLESS RGOROUS EROSION PREVfN110N AND SEDIMENT CONT BUD ARE PROVIDE Let MEION 16A1. NAME OF WATER BODY IWAMMO BODY YKL4L IMPAIREDTYPE WATER WATER SPECIAL WATER CHRISTMAS IAC AKf NO HO WE PLAN INS IIICY HAKE NO NO ]631966)/2 ENGINEER SWR9 VN ANDERSON LOUCKS ]63-196b]28 CpRGCTOR PENDING C4-2 SANE SEWER PLAN B PROFILE ATE MANUR DETAIL SHEETS Li -1 TREE CANOPY PWN THE WARR QUALITY VOLUME THAT MEET BE RETAINED ON WE BY RIF PROIfCT5 PERI.ANENT STCHA WA1 OR MANAGEMFM SYSTEM DESCRIBED M SECTRJIJ 15 SHALL N ONE (1) INCH OF RUNCER FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE FNOTECL 5[E SECTION 15. FOR MORE INFORMATION ON INFILTRSTION DESIGN, PROHIBIIONt AND APPROPRIATE SITE CONNUCE6. 31. RfSPONSBIlI11f5 A THE ONTNOR MUST IDENTIFY CONTRACTOR W1iO WILL OVERSEE THE SWWP IMf1EMENIATION AND THE PERON RESPONSIBLE OUR INSRRION AND MARIRNANCE B. THE GWNFR MUST IDENTIFY THE PERSON WHO WILL BE RESPONSIBLE FUR LONG TERM OPERATIONS AND MAINIFNAMT IX IIIE PER IAHENI STORMWATER MSNAGfMMIT SYSTI l R M POLLUI 2. IT, IRNHNGRQOREMNIS THIS HAVE BEEN SHALL ENSUE IFI( FOLLOWING INDMUUA(5 IDENTIFIED IN TERES PART HAVE BEEN TRAINED IN ACCORUANCf WITH THIS PERMIT TRAINING I WHO MS_ T MTIO MUSI BE A INDNI01IN OLIN 61 61fD PRfPARNG THE 5WA4 FOR SERE PRgER B. INDMM WISE OVERSEEING IMPLfMFMATON OF, REVISING, AND" AMENDING THE SWPPP AND INDMDl1ALMA PERFORMING INSPECHONS FOR THE PROJECT, ONE 01 THESE INDIVIDUATE) MUST BE AVAIABLE FOR AN ONSITE INSPECTION WITHIN 12 HOURS UPON REQUEST BY THE MPCA C. INDIVIDUALM PERFORMING OR S PERVMNG THE IMINUIION. MAMIENANG AND REPAIR OF BMPS. AT LEAST ONE INDIVIDUAL ON A PROTECT MUST BE 1RVNf0IN MESE OB DUTIES. TRNNINGCOMENT: THE CONTENT AND EXTENT OF TRAINING MUST OF COMMENSURATE WITH THE INDIVIDUAL'S OB DUTIES AND RESPONSIBILIl1ES WITH REGARD TO ACTIVITIES COVERED UNDER THE PERMIT FOR THE PROTECT. AT tE CNF INDIVIDUAL PRESENT ON THE PERMTM PROJECT SITE (OR AVAILABLE TO THE PRIORI WE IN 72 HRT M51 ME 61 BE HW W D IN IH JOB DUTIES DESCRIBED IN SECTION 21.28 AND SECTION 211C, THE PERMIREfSI SEEM FNSURL THAI THE INDIVIDUALS ARE TMINED BY LOCAL, STATE, FEDERAL AGENCIES, MOI LS510NAL OR OTHER ENTITIES WITH EXPERTISE IN DECISION PREVEMION, SDNQM CONTROL, PERMANENT STCMAM1VATFR MVNGfA1fNI AND MR AWNIFSOTA El"SA S COPSiRUCTION S1pRMWAIER PERAYI. AN LRMR RfRB1ER-TEAMING MUST OF ATRNDFD EVDEY THREE (I) YAKS STARTING THIEF O) YEARS FROM THE ISSWNCT WR OF THIS HRMD. ll. USTOFCONTACTS TITLE NAME COMPANY N10NE NLL%UM OWNER CN ASHOO C2-1 WE PLAN PROJECT MANAUR TODDMLOTH LIXKKS ]631966)/2 ENGINEER SWR9 VN ANDERSON LOUCKS ]63-196b]28 CpRGCTOR PENDING C4-2 SANE SEWER PLAN B PROFILE ATE MANUR DETAIL SHEETS Li -1 TREE CANOPY PWN U-1 1ANDSCAPE PLAN l LANDSCAPE DETAILS Mi NHRHAZARDOUS 5RLL IDTlNT, 651fi4 MW O 8042O798 SPECIAL AND IMPAIRED WATERS IHIaMNDNWaM3•R� _ "'l YRI66tN16 AILBNson R OatPtl GINm,MPEP6Yr 1�TBf) SITE--' CM8M0A55en i■ LOUCKS PLANNING CML ENGINEEMNG LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL TIDO H-1-1, Lane, Suite 3f10 Staple Grow, MN 55369 761a24 5505 wwwlow<4vrc.om I1L9-21I PRWMINARYSUBMRTTAL OT -(W21 LOT LINES A GRADING 02-05-21 CONSTEOCUMEMS 0- License No tin wkt� a 20303 Dae OV05121 -.z Ne,fM. 20327 Pr.,tLeed TWIN Dmw By RG CMhed By TWIN Renew Date C61 COVER SHEET Ci -1 EXISTING CONDITIONS PLAN CI -2 DEMOLITION PLAN C2-1 WE PLAN C2-2 STREET PLAN A PROFILE Cal GRADING B DRAINAGE POW CT2 SWPP PLAN C3-3 SOPP NOTES A DETAILS C0.1 UTILITY PLAN C4-2 SANE SEWER PLAN B PROFILE C61.2 DETAIL SHEETS Li -1 TREE CANOPY PWN U-1 1ANDSCAPE PLAN l LANDSCAPE DETAILS I t F I I I I U67ityen ea y CDC- om1,t Pe, _z7 � 1 1.5' WATER SERVICE_ TO EX. HOUSE \ \ a \ HYDRANT W/GATE VALVE I i I I I 1 I --------------- Al � ry I CONNECTTOJI, CURB STOPIPLUG I I EX. WATER SE,b'S710E. I 1 % CONNECT TO EX. $ANI. MH J ` "ONE 1024$ `\ `HWL: 1025.6 --_� RIM: 1025.5 1^--__- INV: 1022.1 I 1 I I L SSAAW ME PVC 1 1 DRAINDLI 1FILTER SOCK 0a°b o I 1 1 CB 102 ` 1 I 1 RIM: 1025.30 7 t TWis ; INV: 1021.98 1\ I I PBL10 1 Sr 0' PVC SDR 35 0 0.8 1 1 I 75.0 1 1 r 1 1 1 I EBWO I MH 100 Faxs S.10 .5 Imo. I . INV: 21 RIM: 1.58 0 - ____6am -_60'1 PVCSDR ' ` 3 TELECTRIC 5.102 ------10 CONTRACTOR TO COORDINU LCB 101RELOCATION OF TELEPHONE & RIM: 1026.05 AS NECESSARY INV: 1022.0 r 6'PVCC900WATERMAIN \ 147'-6' PERE. 1025.5/ 1022.11 � 00%/// 6 -PVC I BASIN 1- BOTTOM: 1024.0 HWL: 1026.50 i I I I I I I 1 I I I I I I I I I I en+r�m R S I MH 101 125x6' WET -TAP CONNECTION W/6• GATE VALVE % 6'- 8'PVCSDR2600.30% INV: 1020.88 (DAYLIGHT) 18'INLETOWLOPLASTV -- RIM1-20GRATE CL STA 2+50 I RIM: 1022.70 INV: 1020.90 29' - 8" PVC PERE. SDR 26 DRAINTILE W/FILTER SLICK 00.30% 18' INLET(NYLOPLAST) W/FF20 GRATE CL STA 2+20 RIM: 1022.50 INV: 1021.00 100'- 6' PVC PERE SDR 26 DRAINTILE W/FILTER SOCK ---00.30% SAND-FBTER- _ I (SEE DETAIL) - RIM: 1022.3 I INV: 1021.30 I I I I I � Y 5 V I I UTILITY NOTES E STATRJMNG FOR ~ARY & WATER SERVICES REE ER 10 DISTANCE FROM DOWN"B"'M MANH01FS, 2. HEIRE WATER SRVICES MAY BE RETAELED. THE SAMI TRENCH PARALLEL WITH THE 4' PVC SANITARY 5[RVKFS ON A BENCH A MINIMUM Of IS INCHES ABOVE THE TW OF SANITARY SEWER SERVICES. 3. WATERMVN SHALE HAVE TRACER WIRE IIETANIO 4. CONTACT CITY NTILITR5 IMPARTMENT AT 952-227-1110 H HOURS RIOR TO OPERATING VALVES. NAME TYPE SIZE Q 2 CASTING 100 STMH 48" 3'>I 7.42 R-1733 I _ s Cad SWPP NOTES &DETAILS 1� R-2577-1 101 C8MH 30• 1026.05 -1. TREE CANO" PIAN U-1 O _3-1 11NDSCAPE DETAILS lY/ECGRATE 102 CBMH 53'-15° RCP 0 0.6% 1025.30 1y IF 1 FES I -p INV: 1021.25 8.0 CV CL 3 RIP -RAP / �SANI. MH 102 125x6' WET -TAP CONNECTION W/6• GATE VALVE % 6'- 8'PVCSDR2600.30% INV: 1020.88 (DAYLIGHT) 18'INLETOWLOPLASTV -- RIM1-20GRATE CL STA 2+50 I RIM: 1022.70 INV: 1020.90 29' - 8" PVC PERE. SDR 26 DRAINTILE W/FILTER SLICK 00.30% 18' INLET(NYLOPLAST) W/FF20 GRATE CL STA 2+20 RIM: 1022.50 INV: 1021.00 100'- 6' PVC PERE SDR 26 DRAINTILE W/FILTER SOCK ---00.30% SAND-FBTER- _ I (SEE DETAIL) - RIM: 1022.3 I INV: 1021.30 I I I I I � Y 5 V I I UTILITY NOTES E STATRJMNG FOR ~ARY & WATER SERVICES REE ER 10 DISTANCE FROM DOWN"B"'M MANH01FS, 2. HEIRE WATER SRVICES MAY BE RETAELED. THE SAMI TRENCH PARALLEL WITH THE 4' PVC SANITARY 5[RVKFS ON A BENCH A MINIMUM Of IS INCHES ABOVE THE TW OF SANITARY SEWER SERVICES. 3. WATERMVN SHALE HAVE TRACER WIRE IIETANIO 4. CONTACT CITY NTILITR5 IMPARTMENT AT 952-227-1110 H HOURS RIOR TO OPERATING VALVES. NAME TYPE SIZE RIM BUILD CASTING 100 STMH 48" 1029.0 7.42 R-1733 C32 SWPP PUN Cad SWPP NOTES &DETAILS Cal R-2577-1 101 C8MH 30• 1026.05 4.05 TREE CANO" PIAN U-1 IANDSCAPE PLAN _3-1 11NDSCAPE DETAILS lY/ECGRATE 102 CBMH 3W 1025.30 3.32 R-2577-1 TYEF C fJAIE GLL RHK[rau w:r ® Gopher State One Call 1VM(IIY NL�6s1454ID1 TLlurau lam2sx-�Tw WARNING: IIT d IRNI.R 5 1..®,]. IRO. CAL:.1L Id ,1cA �A� NL IMIH ALL U lY i M Mw+.M++c nR1Ri>mauulw m0uvawnlRu. T 11E cgil M slNu cON1ACf G R STATE dH GLLL AT tlt4SA40N M LEAST RIWM16 N MIAM£ Sd 1H LQAIIdLS DT NL JMEKAWMJ NRFS. (AYES. [MMATi MFS. aMNKY3. vuvN d.T. YINf1S STlIK1VY5 BfwF 1K cWTLLL Td sLW1 RFLWR d YII.vE M NOIS MM MNF[SO pLpG (p61RSKlpx wl Iq [dT TO M O1N6. i■ LOUCKS PLANNING CMLENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 72W He IMk Lore, Suite" Maple Grove. MN 55369 76341.5505 w»w.louctrmcmm 1;-0 -20 PRELIMINARY SUBMITTAL 0-0B-21 LOT UNESB GRADING 02-0521 CONST DOCUMENTS PAk r- DIM Cf wn By TRI dM 1W Rev,ew Review Get, C09 Lca:- >NEET Cta EXISTING LUNDIaoa5 PIAN C1-2 DEMOLITION PLAN 0-1 SITE PIAN C2-2 STREET PLAN B PROHLE C3-1 GRADING If DRAINAGE PIAN C32 SWPP PUN Cad SWPP NOTES &DETAILS Cal UTIUiv PLAIN U.2 SANI SEWER NAN 8 PRONIE C61} DETAIL SHEETS Lt -1 TREE CANO" PIAN U-1 IANDSCAPE PLAN _3-1 11NDSCAPE DETAILS 1.5' WATER AWA i■ LOUCKS PLANNING EX CMLENGINEERING LAND SURVEYING ONDSCAPE ARCHITECTURE ENVIRONMENTAL J Maple )2110.'6 G tare, Suite 300 Grove, MN www i9 m,)5 louculm.com 11U9�20 PRWMINARY SUBMITTAL Ol= LOT LINES&GRADING 02= CONST DOCUMENTS Lianv N, 20383 Daft �r OUTLOTA 20327 Ng E—I TWM Drain By TRG —� TWM Ren¢w pare 1.5'CORP,SIOP— C3.3 WP NOM &DETAILS WARNING: ,tRT «ROUE nLWHf!«CA151l1i �«,..M: N, 0 30 eo UTILITY PON U-2 /) �� C&13 1 1 , TREE CANOPY RAN ARwRc I°ier<aRw¢.rwwor«moMrnmw«IHS H LANDSCAPE RAN + —_ ----------------------I T1f, cpllMR« f WL cOMI(l Gd1Eq Stat PR [ul wl eS,+SeLWl wl SCALE IN FEET .�I _ — _ _ _ _ _ _ _____ _ IinSt ulCAlISH.VNnIR r«tlR Localo,&«nu uNnR«aem w,ols. uu6coralm'.PRH.MN+Ialrs,vuvn«o1Hn e,nrn:Tnrnim 'S \\ nron TR CaNIa.•cI«RwLRV.1l «RIPINFt1(NtTT wxH ns.a® IRPwccn.etR«TIONM Hoc«Tto tr owaa (.� ___ —_ \ 9 �' SMO m5 51.9 \ fNSBBfHRL OLI State One Call 5&W s&w"21 ®Gopher r—fib___1F58 2+P I 2+5-1024.7 1030 O S-1 35.0SANT. I `�RESTORE MH 102 1 "I'"' 1 OnSAW-CUT STREET (SEE DETAIU: 12' CL V AGGREGATE4' & REMOVE EX. BIT. BIT. WEAR COURSE & CURB AS NECESSARY MATCH EX. CURB & GUTTER 1 cnml I srcol I ouol SANT. MH 102D asodo YOSEMITE LANE b`"` w ; ewe I n.a I I NOTES �1 \ - 1 "I -I ""I 12.6' WET -TAP I .(SL _ ' PROVIDE ACCESS TO , CONNECTION L 51AIIONING IOR WIHMYd WAI R uavNTS RTIER To ols3uxTTRpA I I ' ` wnRTR�sEmltlTsiA.sLr I EXISTING DRIVEWAY 2. H°orc BE Oi: DURING CONS,RUCTION. fP_y m IRs1AutOlNTHE&AMETRENCH 6' RSV PAINLLEI WITH THE/' PVC SANITARY L _ KC ESONABENCH A MBJMIAIX I81WHIS A&M TNT TOP OI MI.I �{ SSNITARYSLWERSLRVICES 100 / 3. WATERMNNSINLLHAWTIURR"F R6ULLL0. L / SANI. MH 102 r <. CCwTZ-227A Y ENT , 10 Al95Z-227AM1 H HOURS PRIOR TO M HOURS NOB aRRAnNc vntvEs. WOOD DUCK LANE 1.5' WATER AWA i■ LOUCKS PLANNING EX CMLENGINEERING LAND SURVEYING ONDSCAPE ARCHITECTURE ENVIRONMENTAL J Maple )2110.'6 G tare, Suite 300 Grove, MN www i9 m,)5 louculm.com 11U9�20 PRWMINARY SUBMITTAL Ol= LOT LINES&GRADING 02= CONST DOCUMENTS Lianv N, 20383 Daft L2/05121 Lads Prgec, N� 20327 Ng E—I TWM Drain By TRG CM1ecLed By TWM Ren¢w pare SWPP PON C61 SOA; SHEET c1-1 EXISTING CONDITIONS PLIN C]-2 DEMOLITION PON C2-1 SITE PON C2-2 STREET PLAN & PROFILE C;l GRADING & DRAINAGE PIAN C}2 SWPP PON C3.3 WP NOM &DETAILS C4i UTILITY PON U-2 SAN1 SEWER PON & PROFILE C&13 MAIL SHEETS LI -1 TREE CANOPY RAN 12-t LANDSCAPE RAN - LANDSCAPE °ETAIIS m R v EXISTING CON"T"ONS PLAN ��s.'w•. - eEw_ ���v u. i•Y Y- r STREET PLAN & PROFILE xir�rR..i.px .rs. - � rr r uweuloa Prr> SWE PLAN 34� ®r[er aMar rmw —A.ir.aww. ramw amt+� w. _ •aa arrl��'o en.r mr+.rr wt n..•a.. a aM_.e r .m 111RUST NLGCN NG TA2 X.a.Avn �ta zim°`°w'°r6 (sw.x; w W Ir'OPAVR .1ST RE Pq-M1aO•LC BT 1XE O"V �im lix _r awry 6 Z,., . 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F6 9er5 W r rtYa:d N H um ix tl'nr.w Prw.S /f R �? offs uANnoLE cn='IVG +No MINE ACdI:S n[.n P FxGNffAK M=.wru V' "' ^..l r res / SECTION ME any s-ANDARD•_ iAN1iARY Wool MAN--, [WTaEEMN4 N[ .. T 2101 SHOWN AS TYPICAL wsGONE A11c w`E n+DssivD GutRnxc uL=+81aHNr 15' M NPgR CU1116F MYppTT3p'J 957 TAC✓. COAT 2- Cg 4atrLVT •2JA A. RAW Loss5v4no7lln AMRtYa SUWRALE PUBLIC 5xu coYrst MXN072M0 r ""_. YSE pASSSYXrL0751y Arvva®srvu "An 9. LOUCKS PAWWW BEC'1gM 2D31 we PLAN _ ..aaR a t�X rAR.m i bmn11 N.(rWai YLr.RI <tcnw A- �'iSEC� B R�� wu rrr• (xxv W'f MR RAP DETAL K• N+3Kirta14 YoaRIMV- r }10] E SfTM Y4 arm w. I.. x m ...rv.. ur u.+ ✓ m..w.. e Mfwtme'r.w W1r 51RNOaR9 STORY YANXOLE ® w i■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemb "are, Suite 300 Alapk Gore. MN 55369 7OA245505 _k——i, 11-09-20 PREUMRIARV WBMLITAL O1-08-21 LOT LINES 8 GRADING 02-05-2 CONST DOCUMENTS M•M:rmh I.n e.. W.a ..na e...os' M v Litenae NO T.>aN aa.un-a� 20383 Date ON05121 Lw k4 Project N. 20322 P,olett Lead TWM Drawn 8y TRG Checked By TNM Revrew Date C0.1 COYER SHEET v EXISTING CON"T"ONS PLAN �Or - eEw_ G.. SITE PIAN r STREET PLAN & PROFILE C3-1 GRADING 6 DRAMAGE PLAN � rr r uweuloa Prr> SWE PLAN 34� ®r[er aMar rmw —A.ir.aww. ramw amt+� w. _ •aa arrl��'o en.r mr+.rr wt n..•a.. a W RPE ®DM ® FOR P.VC. PIPE TNOIPFAYL BEPAY1YLltT -- 22113 15' M NPgR CU1116F MYppTT3p'J 957 TAC✓. COAT 2- Cg 4atrLVT •2JA A. RAW Loss5v4no7lln AMRtYa SUWRALE PUBLIC 5xu coYrst MXN072M0 r ""_. YSE pASSSYXrL0751y Arvva®srvu "An 9. LOUCKS PAWWW BEC'1gM 2D31 we PLAN _ ..aaR a t�X rAR.m i bmn11 N.(rWai YLr.RI <tcnw A- �'iSEC� B R�� wu rrr• (xxv W'f MR RAP DETAL K• N+3Kirta14 YoaRIMV- r }10] E SfTM Y4 arm w. I.. x m ...rv.. ur u.+ ✓ m..w.. e Mfwtme'r.w W1r 51RNOaR9 STORY YANXOLE ® w i■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemb "are, Suite 300 Alapk Gore. MN 55369 7OA245505 _k——i, 11-09-20 PREUMRIARV WBMLITAL O1-08-21 LOT LINES 8 GRADING 02-05-2 CONST DOCUMENTS M•M:rmh I.n e.. W.a ..na e...os' M v Litenae NO T.>aN aa.un-a� 20383 Date ON05121 Lw k4 Project N. 20322 P,olett Lead TWM Drawn 8y TRG Checked By TNM Revrew Date C0.1 COYER SHEET Cl -1 EXISTING CON"T"ONS PLAN cl-z OEMOLRION PLAN C2-1 SITE PIAN C2-2 STREET PLAN & PROFILE C3-1 GRADING 6 DRAMAGE PLAN C32 SWE PLAN C3-3 SWPP NOTES A DETAILS W UTNTY PLAN CA2 SANI SEWER PIAN B PROFILE 06-12 DETAIL SHEETS L1-1 TREE CANOPY PW L2-1 ]LANDSCAPE PLAN Cil L4NDSCAPE DETAILS Mir R4FED ENC SFCTON [i4xLGMG C � I:i3 TIP. .IU .ltT TXL maa l�!v+ �vm �� Tro cAL s�EEr PACXING 81T,41N0115 E MMYESOTA STMMfYlEq 1MNV4 iCq sYBCAIDE WErAMMN1. BIORETENTION BASIN WITH UNDERDRAIN I,PICN MiWiKY6 MiW aC0.xC VSTrvGS RTM mer'an m •. _ ,. c ywa ,am n w mm M1 ®1 � vR�oo eu wv ��mpl!� mAI LNANH0.E50Rlx Nete�E� GATE VALWS IB lIMIAOLS ' PxcxrxXc n:PMYYEM — 53035 EIRE LOVE SI FNRCE m a - - x: OC'MRfm site BIItMY'JIISSiREET �so'—I 30383 Dzte 3:1 r i 1,0' MIN. � D.5' Dra+n BY LR. Cneaeder SVGfE5TED4N MX11116 NECIW fIEPM N' Renew Dale 'MIN AM£Il Y81MO kA.T1.VF PYVON1414 C33 es+RR Xa4UrMR�ars6ERrsTMICTmX sum Ccl tSA wTNE T[IPEOE U3 t'd'PERECR>TD)Sg1 idM C61 2 W�FETER SOCY. LI -I SLT ROX 2-IMENT WAP SAND FILTER UNDSCAPE PUN L}t SECTION SEDIMENT TRAP .l�V® It, KC.lC9VRPQ. w.. rWss� 3.. CYrcoay. XX a law H9ltw x-4f9ffi tSH>M� McL)El.§CG23 Tp Ii l A Tank IN. Me:ermMr R exa se x9Nk _ '�' ry Yr•^Xv: C MW�vu_ar e� � 5 4Tr'^�rm am am�fy. an nuy w r w xs�. v+aw alQ STREET AND TRAFFIC SIGN INSTA ATDN e � � [Mv+QA'i5 CQMKM u Jl1] O@ a wce ¢wvy�a�+ rr.X acwvu[ vTw ra mn evn �f GATCN BASIN YWON- TRAP -11— E 3034 wYp �aO4�y� QAf ROCk p,� cDvs CNWANCCANCEoN LAW - _ EXG`Y[RNS D[runrcan ` 503x, Z HAVEN 7MH i■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING UJJOSCAPE ARCHITECTURE ENNRONMEWAL 7 0 Memb<4 bre, Suit. 300 MCP[. Grove, MN 55369 763A24.5SD5 wxxbuckvn— 11-09-20 PREUMINARY SUBMTTAL 01-0621 LOT JUNES & GRADPJG 0345-31 CONST DOCUMENTS L,—u, Ne 30383 Dzte 02/05/21 oT�ta'YR RXO �'�-� av � rtw ea m„uinem Dra+n BY TRG Cneaeder E^e`a Renew Dale SWPP PUN C33 SWPP NOTES &DETN6 Ccl UTIDTY PUN U3 SANI SEWER PUN B PROFIT£ C61 2 DETAIL S.EETS LI -I SLT ROX 2-IMENT WAP Ewr_EMr4 CErMNEnT ""` 55(YS4 Z HAVEN 7MH i■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING UJJOSCAPE ARCHITECTURE ENNRONMEWAL 7 0 Memb<4 bre, Suit. 300 MCP[. Grove, MN 55369 763A24.5SD5 wxxbuckvn— 11-09-20 PREUMINARY SUBMTTAL 01-0621 LOT JUNES & GRADPJG 0345-31 CONST DOCUMENTS L,—u, Ne 30383 Dzte 02/05/21 L-4 1,,-1 Na 30317 Project Leatl T\VM Dra+n BY TRG Cneaeder W,9N Renew Dale SWPP PUN C0.l COVER SHEET CI -1 EMSTING CONDITIONS PIAN CI -2 OEMODTION PUN C2-1 SITE PUN Qd STREET PUN & PROflLE C3-1 GRADING B DRAINAGE PUN C32 SWPP PUN C33 SWPP NOTES &DETN6 Ccl UTIDTY PUN U3 SANI SEWER PUN B PROFIT£ C61 2 DETAIL S.EETS LI -I TREE CANOPY PUN U-1 UNDSCAPE PUN L}t UNDSCAPE DETAILS DEER HAVEN CHANHASSEN, MN CONSTRUCTION PLANS FOR: SITE, GRADING, SANITARY SEWER, WATERMAI N, STORM SEWER, STREET, & LANDSCAPE PLANS SHEET INDEX CO-] 20327 COVER SHEET C1-1 Drawn By EXISTING CONDITIONS PLAN C1-2 TWM DEMOLITION PLAN C2-1 C3-1 SITE PLAN C2-2 SWPP PLAN STREET PLAN & PROFILE C3-1 C4-1 GRADING PLAN C3-2 SANI. SEWER PLAN & PROFILE SWPP PLAN C3-3 L1-1 SWPP NOTES & DETAILS C4-1 LANDSCAPE PLAN UTILITY PLAN C4-2 SANITARY SEWER PLAN & PROFILE C8-112 DETAIL SHEETS L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS Yl ANTHEM PL. c`9.» 13 Tl I C K V r OWNER PROJECT AREA GOVERNING SPECIFICATIONS CITY OF CHANHASSEN STANDARD SPECIFICATIONS & DETAILS CONTACTS KEN ASHFELD 6480 YOSEMITE AVE. CHANHASSEN, MN 55331 CIVIL ENGINEER LOUCKS 7200 HEMLOCK LANE SUITE 300 MAPLE GROVE, MN 55369 TODD MCLOUTH, PE TEL: 763-424-5505 CITY OF CHANHASSEN RECEIVED FEB 2 6 2021 CHANHASSEN PLANNING DEPT ■v LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consuhant for this project a instruments of the Consultant professional services for use solely with respect to this project These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional er unintentional revisions, additions, or deletions to these CADD flies shall be made at the full risk of that party training such revisions, additions or deletions and that parry shall hold harmless and indemnify the Consultant from any & all responslbitries, dams, and liabilities. 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the Stale of nesota. Todd W. McLouth - PE License No. 20383 Date 02/05/21 Loucks Project No. 20327 Project Lead TWM Drawn By TRG Checked By TWM Review Date STREET PLAN & PROFILE CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANI. SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS z Q n X) z O H z z O U (D z W N m i7 a m L Uri Do 3 a J V Q Q 0 U N M 0 N 'o N 0 a of N O N M N N O 0 M ;=— TEAL �----- —,- \��—' I\ CIRCLE \ \ L-------- f � / If PIN M IL \ , _ \ i \ \ - L �,�;.-,',�•�� ;_ -A\ CIRCLE IF pEgS tiaa0 •P•'.�\a }' \ \ \ \\ \ \ >c 'e� �c� \ vi49/� / �y oe°Dc/ \ A� aFs��,l,T- ��r�' d'F>�}C 4'f ♦ INV -on 60 It 041, f 6 C15 Y eOSerpent Per \ �Wner. Pryi/i Uoc.No. 184215 _c`v _ _y./. y ^� C, �R 1ss�P,NTAIL CIRCLE f _t 7" �� y'� / r' t' >� \ \\ o N_._ P C �, Ma _ _ - ; y l% C EXISTING BUILDING v / 1 L� L i/ �'� / A / �. tpa fa _ > 70 \ ��w stg7Q PER PIC70METRY \/ \arm// 1 / G cc.A�'� 03q_ to1\Ln arollelth`' e — JS fir.rt�6�1o3z rn' . _'C' _ rli'ieh,,.,t_. /'a . F .c v^ q / �_ —1030 $ y \ \ Ni\� X \ m /IIt Q If It /7 / aoL R HDffi N Q > r-_ 'Dr ? \� \ \ \ Owner.• \Boson 1(orgenSen \ \ > ' \ I ` s' ex smrc - WP 1 I ' g g ANO NN>t \ \fL�\ \ I� A I /1 - 1 / �. _.-.% 125'P/01 I1 r - \ \ 1 's .I° \ �� tit t I N e 1y I 4 N \ \ L \ I \ y r Owner. ark Rand ll l > / / / L1J I \ g \ \I \o�„�\�P � II�,ss°PI, — T I I Owner Miahaa�& Michelle Rkhavy 1a+a t V 4 ` ` I I I \ \ IIq \ \ \ \ \ (``�\\���� \v \ \ I \ \ ` �;•• �� \��C\ �`yV / I / / / I 22"P II 1; - VI`\\ 10";q_� `,. EX STING BUILDING V / I / / I 755"PI 1 ` I \ \ \• �, I \ \ \ \ 1� eP N72 a v\\� \ \ MITE AVE PER PICTOMETRY \1076 •�.]1Lll]�i;( 1 \1�1W� I \ tet'• 1 20"PI 1 `fir \ C I7 a A�,Iv ' \ '(�%X J y1\\ \ \ ` \ :. / / I / 1` 6440 SEMITE / I \ 1 \�• \ 1032 \ — / �( h4 EXISTING BUILDING ETRY rI ' I\ I 1 PER P , —1 / /� ILS ve— \ \ 1 \ \ \ �t r,\is/z5°PI I \ \ I I 1 I 1 \ I I \ \ 1'l / I I .otiry l n s, STMH I/ RIM -11Q21.72 72 ____� S. p \ I INV -1018 91 E PI � INV -1016.67 W; TUCKED ' INV -1005.07 N; S \� \\\\ RIM=1021.36 , —r— // / \ L' `�-1017.67 g Y"IOSEMI�"E A VE _ — > \ RIM -1022.08 >� \ � / _ � _ IN\7006.04 9 g If . \ .S t `, i i I \ 2"AS 1 J 1C]I <-1 \ `JO `lU N 'm C J } Q a C Z Q Q¢ N 0 mat `° =ZD /yLull M AS 1 yp��g � N s. aw >5; NLo 1'44",EL1� o,> E'•i' i rto `may VLW o i DESCRIPTION OF PROPERTY SURVEYED (Per Schedule A of the herein referenced Title Commitment File No: 2164018-14405) That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at the Northeast corner of said Southeast Quarter of the Northeast Quarter; thence Southerly along the East line of said Southeast Quarter of the Northeast Quarter to a point 660 feet North of the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the South line Southeast Quarter of the Northeast Quarter a distance of 281.07 feet; thence Northeasterly to a point on the North line of said Southeast Quarter of the Northeast Quarter distance 198.0 feet Westerly from the point of beginning; thence Easterly along siad North line 198.0 feet to the point of beginning, except the North 50.0 feet thereof, Carver County, Minnesota. Records of Carver County, Minnesota. SURVEY REPORT 1. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 6840 Yosemite Ave. 2. The Gross land area is 122,379 +/- square feet or 2.81 +/- acres. 3. The bearings for this survey are based on the Carver County Coordinate System NAD 83 (1986 Adjust). 4. Benchmark: MnDOT GALPIN MNDT RESET LoUCKS Elevation = 951.47 (NAVD88) PLANNING Site Benchmark: T.N.H. on the east side of Yosemite Ave and 150.0± feet south of the driveway entrance to the CIVIL ENGINEERING subject property. LAND SURVEYING Elevation = 1027.88 (NAVD88) LANDSCAPE ARCHITECTURE 5. We have shown underground utilities on and/or serving the surveyed property per Gopher State One -Call Ticket ENVIRONMENTAL Nos. 202402368, 202402364. The following utilities and municipalities were notified: 7200 Hemlock Lane, Suite 300 Ci of Chanhassen 952 227-1300 Centu link Maple Grove, MN 55369 City ( ) ry (800) 778-9140 763.424.5505 Mediacom (952) 443-2840 Center Point Energy (612) 321-4421 www.loucksinc.com Xcel Energy (800) 895-4999 6. Trees shown hereon are 8 inch diameter at breast height or greater. Other trees, less than 8 inches, may be on site but are not shown hereon. 7. The field work was completed on September 15, 2020. LEGEND CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used 0 FOUND OPEN IRON MONUMENT —»— STORM SEWER on other projects, for addiYiom to this project, or for completion UNLESS SHOWN OTHERWISE of this project by others without women approval by the i— SANITARYSEWER Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional O SET 112 INCH X 14 INCH IRON I — WATERMAIN revisions, additions, or deletions to these CARD files shall be MONUMENT, MARKED "LS 48988" made at the full risk of that parry making such revisions, additions or deletions and that party shall hold harmless and indemnifythe —ELE— UNDERGROUND ELECTRIC Consultant from any &all responsibilities, claims, and liabilities, O FOUND CAST IRON MONUMENT —GAS— UNDERGROUND GAS ® FOUND STONE —TEL UNDERGROUND TELEPHONE 11-09-20 PRELIMINARY SUBMITTAL [ ] RECORD DOCUMENT —ON OVERHEAD UTILITY 01-08-21 LOT LINES & GRADING rHso ELEV ®THRESHOLD —0-0— CHAIN LINK FENCE 02-05-21 CONST DOCUMENTS TNH TOP NUT HYDRANT —O—O— WOOD FENCE ® CATCH BASIN -- — CONCRETE CURB O STORM MANHOLE - RETAINING WALL O—_— BITUMINOUS SANITARY MANHOLE --J V HYDRANT O CONCRETE D4 GATE VALVE / / ] EXISTING BUILDING © ELECTRIC METER \ —y'11� ~ CONTOUR • • - I hereby certify that this plan, specification or report was .972.5 SPOT ELEVATION re ared b me or under m direct supervision and that ® GAS METER I P Y v P I am a duly Licensed Professional Engineer under the � StatsStats oL�a. t— GUY WIRE CONIFEROUS TREE laws of the J LIGHT POLE I POWER POLE QJ Todd W. McLouth - PL + DECIDUOUS TREE License No. 20383 pT TELEPHONE PEDESTAL Date 02/05/21 • • • •• O SERVICE CLEANOUT As ASH e ADDRESS POST AP APPLE Loucks Project No. 20327 ❑H HAND HOLE Do BOXELDER Project Lead TWM Drawn By TRG • CURB STOP EL ELM Checked By TWM --->----�--- MAPPED SANITARY SEWER HB HACKBERRY Review Date -------I------- MAPPED WATERMAIN MA MAPLE ------ ELE ------ MAPPED UNDERGROUND ELECTRIC PI PINE. CO -1 COVER SHEET ------ ro ------ MAPPED UNDERGROUND FIBER OPTIC C1-1 EXISTING CONDITIONS PLAN WA WALNUT C1-2 DEMOLITION PLAN ------GIS------ MAPPED UNDERGROUND GAS sp SPRUCE C2-1 SITE PLAN ------ TEL ------ MAPPED UNDERGROUND TELEPHONE C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN WARNING: C3-2 SWPP PLAN THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL C3-3 SWPP NOTES & DETAILS EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN C4-1 UTILITY PLAN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. C4-2 SAKI. SEWER PLAN & PROFILE THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT C8-1,2 DETAIL SHEETS LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, 0-1 ...TREE CANOPY PLAN CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE L2-1 LANDSCAPE PLAN DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED L3-1 LANDSCAPE DETAILS DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG! III III Gopher State One Cal I II ,5111II> III TWIN CITY AREA: 651-454-0002 ra TOLL FREE: 1-800-252-1166 0 50 100 SCALE IN FEET l \ 35"AS1 4 I AS J �> o� Z�Y B/TU MIN G(� S / /6 / DESCRIPTION OF PROPERTY SURVEYED (Per Schedule A of the herein referenced Title Commitment File No: 2164018-14405) That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at the Northeast corner of said Southeast Quarter of the Northeast Quarter; thence Southerly along the East line of said Southeast Quarter of the Northeast Quarter to a point 660 feet North of the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the South line Southeast Quarter of the Northeast Quarter a distance of 281.07 feet; thence Northeasterly to a point on the North line of said Southeast Quarter of the Northeast Quarter distance 198.0 feet Westerly from the point of beginning; thence Easterly along siad North line 198.0 feet to the point of beginning, except the North 50.0 feet thereof, Carver County, Minnesota. Records of Carver County, Minnesota. SURVEY REPORT 1. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 6840 Yosemite Ave. 2. The Gross land area is 122,379 +/- square feet or 2.81 +/- acres. 3. The bearings for this survey are based on the Carver County Coordinate System NAD 83 (1986 Adjust). 4. Benchmark: MnDOT GALPIN MNDT RESET LoUCKS Elevation = 951.47 (NAVD88) PLANNING Site Benchmark: T.N.H. on the east side of Yosemite Ave and 150.0± feet south of the driveway entrance to the CIVIL ENGINEERING subject property. LAND SURVEYING Elevation = 1027.88 (NAVD88) LANDSCAPE ARCHITECTURE 5. We have shown underground utilities on and/or serving the surveyed property per Gopher State One -Call Ticket ENVIRONMENTAL Nos. 202402368, 202402364. The following utilities and municipalities were notified: 7200 Hemlock Lane, Suite 300 Ci of Chanhassen 952 227-1300 Centu link Maple Grove, MN 55369 City ( ) ry (800) 778-9140 763.424.5505 Mediacom (952) 443-2840 Center Point Energy (612) 321-4421 www.loucksinc.com Xcel Energy (800) 895-4999 6. Trees shown hereon are 8 inch diameter at breast height or greater. Other trees, less than 8 inches, may be on site but are not shown hereon. 7. The field work was completed on September 15, 2020. LEGEND CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used 0 FOUND OPEN IRON MONUMENT —»— STORM SEWER on other projects, for addiYiom to this project, or for completion UNLESS SHOWN OTHERWISE of this project by others without women approval by the i— SANITARYSEWER Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional O SET 112 INCH X 14 INCH IRON I — WATERMAIN revisions, additions, or deletions to these CARD files shall be MONUMENT, MARKED "LS 48988" made at the full risk of that parry making such revisions, additions or deletions and that party shall hold harmless and indemnifythe —ELE— UNDERGROUND ELECTRIC Consultant from any &all responsibilities, claims, and liabilities, O FOUND CAST IRON MONUMENT —GAS— UNDERGROUND GAS ® FOUND STONE —TEL UNDERGROUND TELEPHONE 11-09-20 PRELIMINARY SUBMITTAL [ ] RECORD DOCUMENT —ON OVERHEAD UTILITY 01-08-21 LOT LINES & GRADING rHso ELEV ®THRESHOLD —0-0— CHAIN LINK FENCE 02-05-21 CONST DOCUMENTS TNH TOP NUT HYDRANT —O—O— WOOD FENCE ® CATCH BASIN -- — CONCRETE CURB O STORM MANHOLE - RETAINING WALL O—_— BITUMINOUS SANITARY MANHOLE --J V HYDRANT O CONCRETE D4 GATE VALVE / / ] EXISTING BUILDING © ELECTRIC METER \ —y'11� ~ CONTOUR • • - I hereby certify that this plan, specification or report was .972.5 SPOT ELEVATION re ared b me or under m direct supervision and that ® GAS METER I P Y v P I am a duly Licensed Professional Engineer under the � StatsStats oL�a. t— GUY WIRE CONIFEROUS TREE laws of the J LIGHT POLE I POWER POLE QJ Todd W. McLouth - PL + DECIDUOUS TREE License No. 20383 pT TELEPHONE PEDESTAL Date 02/05/21 • • • •• O SERVICE CLEANOUT As ASH e ADDRESS POST AP APPLE Loucks Project No. 20327 ❑H HAND HOLE Do BOXELDER Project Lead TWM Drawn By TRG • CURB STOP EL ELM Checked By TWM --->----�--- MAPPED SANITARY SEWER HB HACKBERRY Review Date -------I------- MAPPED WATERMAIN MA MAPLE ------ ELE ------ MAPPED UNDERGROUND ELECTRIC PI PINE. CO -1 COVER SHEET ------ ro ------ MAPPED UNDERGROUND FIBER OPTIC C1-1 EXISTING CONDITIONS PLAN WA WALNUT C1-2 DEMOLITION PLAN ------GIS------ MAPPED UNDERGROUND GAS sp SPRUCE C2-1 SITE PLAN ------ TEL ------ MAPPED UNDERGROUND TELEPHONE C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN WARNING: C3-2 SWPP PLAN THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL C3-3 SWPP NOTES & DETAILS EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN C4-1 UTILITY PLAN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. C4-2 SAKI. SEWER PLAN & PROFILE THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT C8-1,2 DETAIL SHEETS LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, 0-1 ...TREE CANOPY PLAN CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE L2-1 LANDSCAPE PLAN DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED L3-1 LANDSCAPE DETAILS DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG! III III Gopher State One Cal I II ,5111II> III TWIN CITY AREA: 651-454-0002 ra TOLL FREE: 1-800-252-1166 0 50 100 SCALE IN FEET I r - cipeGi CiQ I I � - Owner'Margaret q Marston S'7 I I Owner.• SUSOn Jorgensen I I I If - r � L SAW -CUT EX. \ BITUMINOUS EX. RETAINING WALL TO REMAIN m -> r 1671 PINTAIL CIRCLE EXISTING BUILDING PER PICTOMETRY \� 14 Z11 / V \ REPLACE EX. CURB FOR UTILITY INSTALLATION, O<G C \ (SEE DETAIL) \ CONTRACTOR SHALL PROVIDE ACCESS TO EX. L �� 1• DRIVEWAY p �G ~� \ t 1$ Michael i \ < : v2 W r- Lyss a C°mpbe// \ REPLACE EX. PAVEMENT t1 \ nfCK, FOR UTILITY INSTALLATION \ W$ \ OlYner. (SEE DETAIL) Desiree ne / errnan \WWW•, S1 %1 '1 21.5"EL 7� / m REMOVE EXISTING TREE, TYP. I '1p I I� O UTILITY COMPANIES TO I 'I REMOVE & RELOCATE W EX. UTILITIES O REMOVE EXISTING POWER POLE O ' J � O11 I: I REMOVE EXISTING DRIVEWAY k' I I I I Owner: Kathryn J & Luke P Berscheit ---------------120----------------- \\ P A -4- '-A 0 Z `AmZ �, I REMOVE &RELOCATE "` I EX. OVERHEAD PORTION OF EX. FENCE I ELECTRIC & STREET 125'P1I Owner.' Mark R Randall I LIGHT TO REMAIN Ld 1 -_-_ IN Owner: Michael & Michelle Rishavy i ' Y I 0 II „ 6460 YOSEMITE AVE V I o EXISTING BUILDING PER PICTOMETRY I REMOVE & RELOCATE EX. FENCE) >y�' N, I ti 0 II j ^ fi44SN\ G EMITE AVE y i I! I EXISTING I BUILDING y PER l W CTOMETRY I' I e\ I •\\ \\ 1e1 I �L�_�L1�1y��\�_ ti �I ! I \ \ I 1 l ` I RIM=1021.77 -_. _-----_L i—_._J 12'+.. I I \ \ INV=1076.51 I \ I INV=1016.67 W, TUCKED 1 •, 7 Wm t I I j I INV -100507 N. S I I i I i REMOVE PORTIONS OF I I EX. 66 CONC. CURB y -L YOSEMITE A VE — I _ i' 0U CO -1 _7 Z C1-1 .. zzxzxxxxxzxx COMPANIES. C2-1 Do C2-2 FOR REMOVAL. 0 3. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN 1 CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON-SITE. REFER TO C3-3 GRADING PLAN AND SWPPP FOR SEDIMENT AND EROSION CONTROL C4-1 REQUIREMENTS. C4-2 i 6480 YOSEMITE AVE EXISTING BUILDING TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. L1-1 EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON ; PER PICTOMETRY yy ae' REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). L3-1 S. CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. 6. BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT ti OR TO A NEAT MILLED EDGE. 7. CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR S'7 I I Owner.• SUSOn Jorgensen I I I If - r � L SAW -CUT EX. \ BITUMINOUS EX. RETAINING WALL TO REMAIN m -> r 1671 PINTAIL CIRCLE EXISTING BUILDING PER PICTOMETRY \� 14 Z11 / V \ REPLACE EX. CURB FOR UTILITY INSTALLATION, O<G C \ (SEE DETAIL) \ CONTRACTOR SHALL PROVIDE ACCESS TO EX. L �� 1• DRIVEWAY p �G ~� \ t 1$ Michael i \ < : v2 W r- Lyss a C°mpbe// \ REPLACE EX. PAVEMENT t1 \ nfCK, FOR UTILITY INSTALLATION \ W$ \ OlYner. (SEE DETAIL) Desiree ne / errnan \WWW•, S1 %1 '1 21.5"EL 7� / m REMOVE EXISTING TREE, TYP. I '1p I I� O UTILITY COMPANIES TO I 'I REMOVE & RELOCATE W EX. UTILITIES O REMOVE EXISTING POWER POLE O ' J � O11 I: I REMOVE EXISTING DRIVEWAY k' I I I I Owner: Kathryn J & Luke P Berscheit ---------------120----------------- \\ P A -4- '-A 0 Z `AmZ �, I REMOVE &RELOCATE "` I EX. OVERHEAD PORTION OF EX. FENCE I ELECTRIC & STREET 125'P1I Owner.' Mark R Randall I LIGHT TO REMAIN Ld 1 -_-_ IN Owner: Michael & Michelle Rishavy i ' Y I 0 II „ 6460 YOSEMITE AVE V I o EXISTING BUILDING PER PICTOMETRY I REMOVE & RELOCATE EX. FENCE) >y�' N, I ti 0 II j ^ fi44SN\ G EMITE AVE y i I! I EXISTING I BUILDING y PER l W CTOMETRY I' I e\ I •\\ \\ 1e1 I �L�_�L1�1y��\�_ ti �I ! I \ \ I 1 l ` I RIM=1021.77 -_. _-----_L i—_._J 12'+.. I I \ \ INV=1076.51 I \ I INV=1016.67 W, TUCKED 1 •, 7 Wm t I I j I INV -100507 N. S I I i I i REMOVE PORTIONS OF I I EX. 66 CONC. CURB y -L YOSEMITE A VE — I _ i' DEMOLITION LEGEND 0U CO -1 _7 Z C1-1 .. zzxzxxxxxzxx COMPANIES. C2-1 Wm C2-2 FOR REMOVAL. DEMOLITION LEGEND SITE DEMOLITION SPECIFICATIONS CO -1 1. CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS C1-1 NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY zzxzxxxxxzxx COMPANIES. C2-1 2. CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED C2-2 FOR REMOVAL. C3-1 3. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN C3-2 CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON-SITE. REFER TO C3-3 GRADING PLAN AND SWPPP FOR SEDIMENT AND EROSION CONTROL C4-1 REQUIREMENTS. C4-2 4. CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR CS -1,2 TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. L1-1 EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON L2-1 REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). L3-1 S. CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. 6. BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE. 7. CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR \ CONTRACTION JOINT. SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL. ` 8. ALL REMOVAL ITEMS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS SPECIFIED OTHERWISE AND SHALL BE DISPOSED OF OFF-SITE IN A MANNER MEETING ALL APPLICABLE REGULATIONS. 0 __J >_ O OD ¢ z 0 -0 Q'— Q 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT L n NOF ALL SIGNS, MAILBOXES, ETC. _ v O N 10. ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE Y O U \ RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO To� cn Q ORIGINAL CONDITION WITH NO ADDITIONAL COMPENSATION. 0 -o 5; O U -D Z U C 11. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL NECESSARY FOR DRIVEWAY p, N -I ,> ACCESS TO ALL PROPERTIES. L o LLl O DEMOLITION LEGEND O CD 0 ti k J 4 y co 4 V —_ — — — — — — _ _ _ — _ — > —.--. —___—_—__ »�._._PORTION OF SMH> 24" RCP - _. RB RIM=1022.08 �--> MOUNTABLE; CU NV=1006.04 A �`_ > SHALL REMAIN' A _ CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 0 30 60 SCALE IN FEET . LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com %DD QUALIPICATIC CADO rl , ,h t p t to yns rmnoot T e CADD fin,s on.!!t d h o;e�.s, o d r to h 1 t or f et.:n of th, rgecT .q o he s w4ho t -ate r aterv-1 by the C W h theC It t app—al,V s b, P tt d l. ont,, of th, C4�D dr,a,ir, Ito, for int t e fcrcnto only. .Il nt01- c t l r dl t'. n d t. - to -hl,, CADD filI' n f 1 is th t ok g h d t. o i 1 t h h,.Il n d '11111111 nd d pc"c C .a, ," & 'I es.,aosoI da,,,.a,dl Llias. • 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of n nPscta, Todd W. McLouth - PE License No. 20383 Date 02/05/21 Loucks Project No. 20327 Project Lead TWM Drawn By TRG Checked By TWM Review Date REMOVE EXISTING CONCRETE PAVING, CO -1 SIDEWALKS,ISLANDS, ETC. C1-1 REMOVE EXISTING CURB & GUTTER, zzxzxxxxxzxx RETAINING WALLS, PAVEMENT C2-1 MARKINGS, WOOD FENCE, C2-2 BILLBOARDS, ETC. C3-1 REMOVE EXISTING STORM, C3-2 SEWER, OR WATER STRUCTURE. C3-3 REMOVE EXISTING TREE O CD 0 ti k J 4 y co 4 V —_ — — — — — — _ _ _ — _ — > —.--. —___—_—__ »�._._PORTION OF SMH> 24" RCP - _. RB RIM=1022.08 �--> MOUNTABLE; CU NV=1006.04 A �`_ > SHALL REMAIN' A _ CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 0 30 60 SCALE IN FEET . LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com %DD QUALIPICATIC CADO rl , ,h t p t to yns rmnoot T e CADD fin,s on.!!t d h o;e�.s, o d r to h 1 t or f et.:n of th, rgecT .q o he s w4ho t -ate r aterv-1 by the C W h theC It t app—al,V s b, P tt d l. ont,, of th, C4�D dr,a,ir, Ito, for int t e fcrcnto only. .Il nt01- c t l r dl t'. n d t. - to -hl,, CADD filI' n f 1 is th t ok g h d t. o i 1 t h h,.Il n d '11111111 nd d pc"c C .a, ," & 'I es.,aosoI da,,,.a,dl Llias. • 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of n nPscta, Todd W. McLouth - PE License No. 20383 Date 02/05/21 Loucks Project No. 20327 Project Lead TWM Drawn By TRG Checked By TWM Review Date l:laa�101 •la.� CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANI. SEWER PLAN & PROFILE CS -1,2 DETAIL SHEETS L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS 8 -. .- - / ti \i 2, A °'Ll SAN I FsTF�� RIM=1 2.42 PAtiC T9/ �` �. / , I .iy l- / \ .INV=.102. 00 / I / Mz` -7i IR - i �' 1671 PINTAIL CIRCLE \ e i Wner p EXISTING BUILDING \ I hi/ip C & / 'or PER PICTOMETRY ti \ �� � � c1°o � - - _ _ _ A '�orst°/) \ CONTRACTOR SHALL A ip O =1 \ PROVIDE ACCESS TO EX. ° G 0 own \ DRIVEWAY Y�<O C REPLA\E EX. PAVEMENT & 7 \ 092 y CURB FOR ANITARY SEWER Lyssa ell CONNECT ON (SEE DETAIL) - ' GENERAL NOTES 1. MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONE CALL" PRIOR TO COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK. 2. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE III CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. II IT 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO III ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 0 30 60 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL SCALE IN FEET BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. \ 5. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY i eC BASIN 2 \ OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT D'4n@r• _ �___k BOTTOM -1024.0 1 , WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. I I W I _ _ _ \ c� Desire@ H L-1025.7 DRY \ 6. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE 8S8 17 A i I I _ _ Kenneth I CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE �(`<< ® m I I @SBL I I 30.0 C, \- - - - Z/mn7erry/o \ I ` CONTRACTORS SAFETY MEASURES IN, OR NEAR THE CONSTRUCTION SITE. ` I - 1 r 10.0 ° 7. BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALL EROSION AND �< 6480 YOSEMITE AVE H 1 I I I BSBL� 5.01 I J _ - - _ - SEDIMENTATION CONTROL MEASURES IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST �< I1047 (<< 0 @SBL I r - - _ MANAGEMENT PRACTICES, STATE AND LOCAL REQUIREMENTS AND THE DETAILS SHOWN ON THE EXISTING BUILDING 1 215° .,'� 0 1039, I I I I DETAIL SHEETS) OF THE PROJECT PLANS. PER PICTOMETRY �)L .e` I I I I 1 O 11027.O�,c- less EOF /♦ � 8. ALL CONSTRUCTION PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE W I 103 CONTRACTOR. I \ - \ 01 FB I I 1042.5 I I DRAINAGE &UTILITY \ I V 9. ALL ENTRANCES AND CONNECTIONS TO CITY STREETS SHALL BE CONSTRUCTED PER THE I �T J �'0 103 EASEMENT REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CONTRACTOR SHALL BE I I 1 I m 60.0 I I 4.5 r 1 I my I RESPONSIBLE FOR ALL PERMITS AND NOTIFICATIONS AS REQUIRED. R26 I I m 1036.7 10 287 N \ \ O / 10.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. R10' I I n I m 1\ I 3 „ ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER MATCH EX. DRIVEWAY 20 0 /'t--20, 0 Ina 1047.0 I I m FBWO 1 I ®I Q / cr THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES I �'ttrlit Ease e & 1 ` / v (MUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND I 30.0 I \ ment I m i O o FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. EASEMENT LINE 30.0 1 I I I F8 W(_) I O I (.ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED GRADES WHERE 50;0 L 1i I 1 I m DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY OWNERS. STRUCTURES BEING I \ 41.5 I 1042,5 91M , m RESET TO PAVED AREAS MUST MEET OWNERS RE I UIREMENTS FOR TRAFFIC LOADING. LANDSCAPE WALL I I Q TO REMAIN - - - Jr J L _ - 30.0 I I I I 12.EXISTING TOPOGRAPHY PROVIDED BY LOUCKS ASSOCIATES, TOPOGRAPHIC SURVEY DATED R 6' OS' - - - - _ 1 1036.7 I 1i1"eo 1 10/13/20. RELOCATED 1 - - _ I J0.0 STREET LIGHT R28 G 0 - L - 30.0 I ; 11 N I 7- - _-- 30.0--_-- J TURNAROUND BOUNDARY LINE I r R28'- - - - 121' I U) CO J O I- --- �I 16.0 ------ Q � ° = z c� EDGE OF BITUMINOUS I 60.1 PRIVATE - - - - - - - 30.0 - - - - 20.0 PAVEMENT I BITUMINOUS DRIVE - - _ - - - - - I3°As 1 p Q) N -D z N 4UTz T --------_-- z w ; � �, I UTILITY EASEMENT 07* A - - - �1a°EL�1 O 1l > w O 44 r , C) R15 -r*,=i i i O� W > O J rI o o LLJ \ O R60 1 it w UO (n „< \ R45' �a - Owner- Suson Jorgensen Owner: Kathryn J & Luke P Berscheit 014 -0, w off EX. STREET LIGHT TO REMAIN I I 12 5"PI 1 BASIN 1 Owner: Mark R Rondoll I BOTTOM -1024.0 H W L-1026.5 I NWL-DRY 1< V 165P1'-- 1 Owner• Mlchoel & Michelle Rishovy j 111 •. ' N K y I NO PARKING SIGNS .° 6460 YOSEMITE AVE EXISTING BUILDING \� I 15 5 PI P. IN PER PICTOMETRY 1 I1_ 20 PI t I I lti i r `���� i 24. e I ` 6440 YOSEMITE AVS v EXISTING BUILDINGy PER PICTOMETRY \1 CD 0 N z z ` l It I j II i � I I i I I ; I I 1 I I II __-- I_ I o ' ; t X ZD I I 13'P11 - En � f iE NO PARKING SIGNS 1 I I E j NO 1 � i ' ' 4 I ' ' CONSTRUCT ROAD TO I AVOID POWER POLE I i SP1, n Q LOT NUMBER L - - LOT LINES & GRADING 02-05-21 CONST DOCUMENTS Loucks Project No. 20327 BLOCK NUMBER TWM CONSTRUCTED HOUSE PAD UMr15 10 Checked By TWM SET D CK REQUIREMENTS N C CALL BEFORE YOU DIG! 3V FROM CO -1 GMDE AT REAR OF HOUSE PAD E" CD 0 o 1 0SIDEYARD E- -ti, (L ESTOPENING) TOLL FREE: 1-800-252-1166 3o REAR HOUSE UU - C3-1 GRADING & DRAINAGE PLAN C3-2 W C3-3 SWPP NOTES & DETAILS C4-1 ofN O SEWER PLAN & PROFILE WARNING: DETAIL SHEETS 1-7-1 TREE CANOPY PLAN 1-2-1 LANDSCAPE PLAN THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL STREET NAME GARAGE FLOOR ELEVATION MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. CURB OR EDGE OF PAVEMENT _ THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651454-0002 AT OTCORNER CATCH BASIN M_ CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE -6DIGGIN'G. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED URf14C1 CONSTRUCTION AT NO COST TO THE OWNER. LOT EASEMENTS 10 MIN. FRONT a' MIN. SIDE/REAR HOUSE STREET NOTES: - UNLESS NOTED, EASEMENT FLOOR ELEVATION FOR FULL BASEMENT IS 8.0 FEET BELOW THE GARAGE FLOOR ELEVATION. - MINIMUM BASEMENT ELEYATUDN REFLECTS LOWEST FLOOR ELEVATIONS Q PRELIMINARY SUBMITTAL SITE PLAN LEGEND LOT LINES & GRADING 02-05-21 CONST DOCUMENTS Loucks Project No. 20327 Project Lead TWM cil TRG Checked By TWM BITUMINOUS PAVEMENT N C CALL BEFORE YOU DIG! CO -1 Gopher State One Call E" CD 0 o TWIN CITY AREA: 651-454-0002 -ti, ti O U TOLL FREE: 1-800-252-1166 C2-2 k D a C3-1 GRADING & DRAINAGE PLAN C3-2 wCO C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN O SEWER PLAN & PROFILE WARNING: DETAIL SHEETS 1-7-1 TREE CANOPY PLAN 1-2-1 LANDSCAPE PLAN THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL STREET NAME EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. _SIGN _ THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, M_ CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE -6DIGGIN'G. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED URf14C1 CONSTRUCTION AT NO COST TO THE OWNER. RI r. :. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www, loucksi nc.com 4DD OUALIFICATICI CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD f les shall not be "sed on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant Wrrth the Consultants approval others may be permitted to obtain copes of the CADD dravvng files for information and reference only. All intentional or unintentional revisions, additions or deletions to these CADD fries shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all respons bil t es, da ms aW liabilities. 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS -• • I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws ofthe State of nesota. Tadd W. McL uth - PE License No. 20383 Date 02/05/21 01=97.W. Me Loucks Project No. 20327 Project Lead TWM Drawn By TRG Checked By TWM Review Date CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C11-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANT. SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS 1-7-1 TREE CANOPY PLAN 1-2-1 LANDSCAPE PLAN 1-3-1 LANDSCAPE DETAILS 1050 1045 I110it 1035 1030 1025 111SY411 SECTION DETAIL 2° BIT. WEAR COURSE MN/DOT 2360 8" AGG. BASE, CLASS 5 MNIDOT 3138 APPROVED SUBGRADE PRIVATE ROAD SECTION (WEST) NO SMALL UTILITIES OR IRRIGATION PIPES SHALL BE PLACED IN THE ROADWAY STRUCTURAL SECTION. \ 3 I 1042.5 l \ Q�1p42I0 \ I . 1036.7 I i �I � — n (NORTH) R/W CD ",i3"P` 7 /' "\'�'3"\\ _j - X CONSTRUCT ROAD TO AVOID P()\A/FR P' F V REMOVE PORTION OF EX. B6 CURB. SAW -CUT & MATCH EX. BIT. INSTALL TAPER CURB ENDS TO MATCH NEW ROAD. R/W (SOUTH) MINIMUM SECTION DETAIL A 1.5" BIT. WEAR COURSE MN/DOT 2360 2357 TACK COAT 2' BIT. NON -WEAR COURSE MN/DOT 2360 9- AGG. BASE, CLASS 5 MN/DOT 3138 APPROVED SUBGRADE PUBLIC ROAD SECTION NO SMALL UTILITIES OR IRRIGATION PIPES SHALL BE PLACED IN THE ROADWAY STRUCTURAL SECTION. A 1 1020.20 EX._ ID n ! X A 1020.63 EX. M 20327 Project Lead TWM 1030 Drawn By TRIG Checked By TWM Review Date IIIIIIIIIIIIERNMI � O SIO YIO �-IO ^11 0 0O 1 ~IO ~IO D... -tl0 .. _IO HORIZONTAL 1" 30 _...... YOSEMITE LANE 6+00 5+00 4+00 3+00 2+00 1+00 0+00 VERTICAL: 1 –3 - _....... .. ...... .._.... ._ r _. _ _ _ ..... . .... _ _ _..... .. O Z o PVI STA = 5+10.00 0 PVIELEV=1042.05 Mo cC + v : + HIGH PT. STA=5}60.00 v -. ...... ... A0 ... ._. w� _ _. ..... __.__ ..... . ........ . _. _... ._. ._. . ....... __......._ ... .... ... _ ... _. _.. ... _ ..._... ... UN U HIGH PT. ELEV=T043.01 �w PRIVATE ROAD PUBLIC ROAD j CL w ......................... .:...... ............. ..... ..... .......... ....:................... A.D. = 5.88 .......................... UU m W ..............................:... ... ..... ...................... ...................................... .......................... . _ ----^� _. K-17.1 ' 100' VIC . 7.91 % ` `�• \:\ :............._.._.... .: ... ..., ... ... _._ _ ........ .. ..... ..._ _ ... .. .. ......: _ _ _ __ ._...._.......:.... • � o 0 \ N 7 ._... c—.._............__ .... ..__._._ _.............. .. \ ... . ................ _..,. M TRANSITION.FROM.24'..:. .. .N.._ .. , _ ....... ............. C •WIDTH TO 20' WIDTH Q .. .... .......... ..........................:.......................... ................................... ;...........;........................... ...................... ....................... .................................................. ........... \ \ PROPOSED CL GRADE �2�z...... _.._ .._ ._.... .. _.._. .. _............ _. _.... ... .. _ ... .. ... ... EXISTING GRADE _......... _ .. _. __.. ... ... ... .._._ .............. .......................... .....................................................% .................. ,... ........................................................... :....... ... .. _ . ... .. :. .. .... ... ... .... \ W' ................................................................................................................... ............................�.�. ... ib o : PVI STA = 2+52.00 ................ ................PVI �_ $ ..........._..... _ .PVfSTA 'T+1 .._......... _ ... _ .......,..J N ELEV = 1 022.00 N.... ;. N o _ 5:00.... o o LOW PT. STA=2+08.17 xo Na PVI ELEV= 1022.%0 w ��.WN >r: ............. LO – 2.24.......... W PT. ELEV-102 y�........... ......... o+ HI = 3.o+p............. G}iPT'STA 1+29:8 .... ..._...._...........V�. AD –8.28 • • » vu, HIGH PT. ELEV=1022:60 UU W ....•....................:..........................1••...................................................f..........................'........................•••4................................................... �7.�.. .................... \ ................K = 1:2.1 �. �........................:• w A:D. = 2.57 .................:........................v m m ......... w O . 100'VC K=19.9 WARNING: .. _ \ \� 50 VC THE 'CONTRACTOR :SHALLBE RESPONSIBLE FOR: CALLING' FOR LOCATIONS OF ALL: . ....... -' .............. :.. .... — _ ........ ................. _ ..... - ................ .. ................ .: ... ................ ..... 00 EXISTING UTILITIES.: THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN : : — -� ........ MAINTAINBNG.THEIRSERV.ICE.AND/OR.RELOCATION.OF.LINES.. .... _— ........ -0.51 �+ o o.. THE CONTRACTOR :SHALL CONTACT GOPHER ST TE ONE CALL AT 651-454-0602 AT A 0 ............ .......................... ..... ........... . . . . ................... . . . .. _ _.... _ .... _ ......... ; ........... _ . ......... ................... ... ......................... `�-.`z ...... d w..... ........ LEAST48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND :WIRES : . -� -.._ �. CABLES, CON DU ITS,: PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE ........ DIGGING. THE GOISIXNACTOR SHALL.REP.AIR D&.REP.LACE.TEIE.ABOVE.WHEN. DAMAGED...........................................................................;..........................:...........................:..........................:..........................:.....................................................:................................. ' DURING CONSTRUCTION AT NO COST TO THE OMER. ......... _ ... ...........CALL' BEFORE YOU DIG)..... r.. ... .. ........ ... ... t ..... _...._ ... ... _....... .. ....... ....................... ....................... ....................... _ ................. ..... ..................... .......... ..... ........ ....... ...Gopher State One Call _ _ _ _ _ _ _ _ _ _ ... ......... . ....... .... _ .__ ..... TWIN CITY AREA: b51 -4S4-0002 ....... .. .. ...._....TOLL FREE: 11800-252-1166 ............... ,................ ..... _...._. ....................... ....................... .................. ................._..... ............... ........................ ..................... .......... 7+00 -0+25 0 30 60 SCALE IN FEET N= 1050 1045 1040 1035 :.LoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com NDD QUALIFICATIr, CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this projectThese CADD files shall not be used on other projects for additions to this project or for completion of this project by others without written approval by the Consultant With the Consukznts approval, others may be ,ermined to obtain copies of the CADD drawn, files for information and reference only. All intentional or unintentional revis ons additions or deletions to these CADD fies shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultprfrom any & all responsiMlaies, claims, and liabilities. �Iu:iPuare. p[a 47 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the Stateta. Todd W. McL uthuth - PE License No. 20383 Date 02/05/21 Loucks Project No. 20327 Project Lead TWM 1030 Drawn By TRIG Checked By TWM Review Date IIIIIIIIIIIIERNMI � O SIO YIO �-IO ^11 0 0O 1 ~IO ~IO SIO -tl0 _IO �II 6+00 5+00 4+00 3+00 2+00 1+00 0+00 -0+25 0 30 60 SCALE IN FEET N= 1050 1045 1040 1035 :.LoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com NDD QUALIFICATIr, CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this projectThese CADD files shall not be used on other projects for additions to this project or for completion of this project by others without written approval by the Consultant With the Consukznts approval, others may be ,ermined to obtain copies of the CADD drawn, files for information and reference only. All intentional or unintentional revis ons additions or deletions to these CADD fies shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultprfrom any & all responsiMlaies, claims, and liabilities. �Iu:iPuare. p[a 47 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the Stateta. Todd W. McL uthuth - PE License No. 20383 Date 02/05/21 Loucks Project No. 20327 Project Lead TWM 1030 Drawn By TRIG Checked By TWM Review Date IIIIIIIIIIIIERNMI CO -1 C1-1 C1-2 C2-1 1025 C2-2 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1,2 L1-1 L2-1 L3-1 1020 1015 COVER SHEET EXISTING CONDITIONS PLAN DEMOLITION PLAN SITE PLAN STREET PLAN & PROFILE GRADING & DRAINAGE PLAN SWPP PLAN SWPP NOTES & DETAILS UTILITY PLAN SANI. SEWER PLAN & PROFILE DETAIL SHEETS TREE CANOPY PLAN LANDSCAPE PLAN LANDSCAPE DETAILS Z ¢ W ¢ Z_ QI 0 66 U Z 0 U d KID LL N UBL m JI U ¢ 0 U 00N 0 ON N O N 0 N 3 CIE. ED st no N 0 N M N ON N O -o KID O a ii� 1040 -7 All \ \ \ 1032 - \ \ \ \ Ni 1 _._-.gyp /,j- -�_- �r-T/// \\ \ \ \\ _10.30. �\ SNs \ - - - - _ / \ // ,o•Ba, aorro 1024.0 41 .0 1 - -\ �t I ` / HW 1025.7- \� \ I I / / �/ / ■■S • / 1042;,,.\ ��0 1 3� / ` 1 / / L DRY \ ail GO Ro \\\ \I \ \\ \ \ I �t<< 2�a.; j 10a7.o� \ 1039.0 I I I �L �•• 1 \ 70� ` 1027.O�c is 1027. I ��� I /` II i \�� N ` /EOF FI "/O iI �1 I 1042.5 I I I I 1\� I i �yO��\Q�\\\o o \ $ \ \ l t I I ✓ I ' I 10 4.5 ��\�11036.7 28.7 1 • \\ 0470 J� I q d FBWO I I I IIS I l I \ I \ \ \ \ \ \ }l \ \\ \ \ 1\ N I 'j/'Utility Easy- I 3 HASE 2 GRADING I /tiFl I \I \\ V t o \ \ \ ■ ♦ I II.�I I\ \ \ \ \ \ • \ y\ \ \ I/� i I �� 1\ FBWp l GO o \ I \ \\ \ \\ NX \\ �\ 'i.\ \ \ V I ®\ ,i � I` I i 1 42.1 1 1 1042.5 \ \ \\ \ \ \ \ I \ 1044.50 of \ L - - _ -- I t 1 \\ / \ \\ \\\\\\\ \ % - �/� lo�aaso ��� \ . a _ r'' - _ll%s"`� _036.7 \ I \ \ \ \ \ \ \\ \\\ \ \\ \ J-1. •■ ■ / -/ __ i 11 0 10 11 1046 If 4-4.00 N M 0 / \ 1' 1111 1 1 �� II \�\kis;a \ _ : I •�.. -- -- __ __ t r G3�J \ Q ■■di■■■ 1030 _ Y, 1045.00 1044.5(3• \ •7 I 10 B 3x �' r� �__ 1 1 1 1 1 \� -1026 - -----T--1--1-� --�1 \ �\ \-IJ \ PHASELIMITS, TYP\ I I \ Ir t \ \ \ \ 1 \ \ X, 1026.50 E 1 a.\ �\ \\ \ \ \ \ \ \ \ / / / % I - / B TTOM6105�4.0% / I II HWL-),b26.5 / \\\ I `�\ lI %�L DRY NN \ si NN 1 \ \ \ \\ \ \\\\ �\ \\ \ \ i , �_\N \ \ N I � \\ \\ I \ \ \\ \y�y\ \ \«�.�-'C�� ' \ \ \ \ \ \ 1\ , \ \ SIX XX Ir ! vv \\ V 11 11 II A NX v NN. NX I / I I I I mm1b ,m1c1E1"- /a 1023.51 I I 12;5 PI 1 TWM I EXISTING Checked By J BIW` � BLOCK NUMBER f ® 10 SWPP PLAN 1022.47 1024.00 -44 N N 1025.00 GRADE AT REAR OF HOUSE PAD p E HYDRANT l30AS 1 Q 2L' 10 SIDE YARD O POST INDICATOR VALVE sea O O 3o'REAR HOUSE J W W LIGHT POLE 1 4•E 1I \ i I II / I I BE GAS METER In 1022.56-'+f I 1 m azul I I I) � I �p, V/aef k r -I - /a 1023.51 I I 12;5 PI 1 TWM Drawn By EXISTING Checked By PROPOSED 00 BLOCK NUMBER CONSTRUCTED HOUSE PAD LIMITS ® 10 SWPP PLAN 1022.47 SETBACK REQUIREMENTS -44 N j GRADE AT REAR OF HOUSE PAD 30' FRONT HYDRANT { N 2L' 10 SIDE YARD E- POST INDICATOR VALVE sea 0 3o'REAR HOUSE W PNO LIGHT POLE 31 a r I II 0 {{ �3 134PI 1''�/I__ BE GAS METER In 1022.56-'+f I 1 m TELEPHONE PEDESTAL N I) I 'I II \ I \ ♦♦ . �_ y ='-,=--- , I \, Y;O S E M/ r\E A VE - / 1020.63 EX. o 022.2 )22.07 ii 022.18 1 GRADING, DRAINAGE & EROSION CONTROL NOTES ON 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 6 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 3. STREETS MUST BE CLEANED AND SWEPT THROUGHOUT THE DURATION OF CONSTRUCTION, WITHIN 24 HOURS, WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 4. DUST MUST BE ADEQUATELY CONTROLLED. 5. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 6. SEE UTILITY PLANS FOR WATER, STORM AND SANITARY SEWER INFORMATION. GRADING LEGEND PHASE 1 MINOR CONTOUR PHASE 1 MAJOR CONTOUR PHASE 2 MINOR CONTOUR PHASE 2 MAJOR CONTOUR LOT NUMBER 20327 Project Lead TWM Drawn By EXISTING Checked By PROPOSED 00 BLOCK NUMBER CONSTRUCTED HOUSE PAD LIMITS ® 10 SWPP PLAN Y SETBACK REQUIREMENTS -44 Q SANITARY MANHOLE GRADE AT REAR OF HOUSE PAD 30' FRONT HYDRANT { N (LOWEST OPENING) 10 SIDE YARD E- POST INDICATOR VALVE sea 0 3o'REAR HOUSE W PNO LIGHT POLE 31 0 POWER POLE X 0 ELECTRIC METER BE GAS METER m TELEPHONE PEDESTAL N SIGN v �p, V/aef BENCHMARK SOIL BORING OPARKING 9170 O GARAGE FLOOR ELEVATION I CURB OR EDGE OF PAVEMENT STORM SEWER -»-m- DRAINTILE �>-BT- -> SANITARY SEWER �- OT CORNER CATCH BASIN -Ir- - WATERMAIN 1 - -s- SANITARY SEWER SERVICE -�-�- -w- LOT EASEMENTS -1-1- -EtE- UNDERGROUND ELECTRIC ElE- 10MIN. FRONT UNDERGROUND FIBER OPTIC -AAs--- UNDERGROUND GAS T MIN. SIDE/PEAR HOUSE -TEL- UNDERGROUND TELEPHONE STREET --tnf-- OVERHEAD UTILITY NOTES: -K-K- FENCE -D-B- - UNLESS NOTED. BASEMENT FLOOR ELEVATION FOR FULL BASEMENT IS B 0 FEET BELOW THE GARAGE FLOOR ELEVATION. - MINIMUM BASEMENT ELEVATION REFLECTS LOWEST FLOOR ELEVATIONS RETAINING WALL LEGEND 20327 Project Lead TWM Drawn By EXISTING Checked By PROPOSED 00 CATCH BASIN •. ® STORM MANHOLE SWPP PLAN Y FLARED END SECTION -44 Q SANITARY MANHOLE 0 10 HYDRANT { N GATE VALVE N 0 POST INDICATOR VALVE sea 0 WATER MANHOLE/ WELL 0 LIGHT POLE 31 0 POWER POLE X 0 ELECTRIC METER ® GAS METER m TELEPHONE PEDESTAL SIGN v �p, V/aef BENCHMARK SOIL BORING OPARKING STALL COUNT O ACCESSIBLE PARKING STALL I -»- STORM SEWER -»-m- DRAINTILE �>-BT- -> SANITARY SEWER �- -Tw- FORCEMAIN -Ir- - WATERMAIN 1 - -s- SANITARY SEWER SERVICE -�-�- -w- WATER SERVICE -1-1- -EtE- UNDERGROUND ELECTRIC ElE- -•o- UNDERGROUND FIBER OPTIC -AAs--- UNDERGROUND GAS -TEL- UNDERGROUND TELEPHONE -ra --tnf-- OVERHEAD UTILITY aH -K-K- FENCE -D-B- CHAIN LINK FENCE CONCRETE CURB RETAINING WALL CONCRETE 0 ® NO PARKING ///// BUILDING \,-'I -\ CONTOUR ",se-g7'L-iii .9)].1 SPOT ELEVATION x972.5 DIRECTION OF FLOW -1.01% TREE LINE lv-lelrle--n PARKING SETBACK LINE �a- BUILDING SETBACK LINE CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 nu TOLL FREE: 1-800-252-1166 / WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT \ LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, -"-': CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE 1020.20 EX. - DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED / DURING CONSTRUCTION AT NO COST TO THE OWNER. 0 30 60 SCALE IN FEET :. LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com %DD oUALIFICATIC CADD files prepared by the Consultant for the project are instruments of the Cons Itt f onal sery ces for use solely with respect to this project, These CADD files shall not be used on the, projects for addlymmi, to this project or for completion of the poject by others'thous written approval by the Consultant With the Consultant's approval others may be permitted to obtain copes of the CADD drawing files for information arid reforaul,o only. All intentional or muntemmmal revisions, ddY s deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or Met d that party shall hold harmless d dem '.W the Cons. ha r, from any & all responsinditirEV, claims, and liabilities 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of 'nes ta. Todd W. McLouth - PE License No. 20383 Date 02/05/21 Loucks Project No. 20327 Project Lead TWM Drawn By TRIG Checked By TWM Review Date STREET PLAN & PROFILE CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SAN]. SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS 1-1-1 TREE CANOPY PLAN 1-2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS .0100, I lit r --°• 7 7 t / N -s V 10 0In- It V leer 1040 -ten \ \\•• 111 -- \ L - `--_ - \ \ __x 1030 Icis � •' I , � '�_ � / \ i~ -t W �-1 � \ \ \ � PHASE SILT FEf\\ � SILT FENCE \ ^`'• - �� \ \ \ INSIDE PPOPERTY L}NE / / - �.\p y tole - \ 1041.0 / \'°v 11 . 10' H B 1 /,_� \oat` / / C \I \'• / - \ BSBL 17 5Is '.N�A If 1034 1 1047.0 \ 103 I I 'SBL 7°� ' �W • - _ ' - - - - - \ V 9.0 dsIS \ \ \ \\ \ \ \ \ \ \ TRE FENCE/\1� 1 ll$ Ir m 1 TY0 it � 1042.5 I ✓p'rn � � �P I/',�, I -------_ ✓ 104.5 1its PHASE 2 SILT FENCE 1 / \ \ \ 1 m 1036.7 � I 1 I: I 704 0 / I m $ FBWO 28.7 II l CD / INLET PROTEILTION Iv FB I / �^ W' 2 ROWS OF SILT FENCE ALONG \ \ \ \ \ I P 1 � I r I I I 1 ' by o ADJACENT WETLAND 5' SEPARATION �I \p0.k SPAN I 1 42.0 1 742. ` 8,/ 1r / vm G` I \ \ \\ \ \ 5 \m PHASE 2 SILT FENCE 1044.50 sF a / �. 1 \ \ \ \ \ \ \ \ O 1044.50 _ I I \ 1036.7 \ i i :.. o SF \ is AL oo z 1 a 1024.00 N � 17oM © 1'025.0 3 0 \ ds o^' / ;g _ �3'AS o o `�I 1 \ ( `g 1 44.50 \ / \ [ a_ LLI 1030 �O�b _ �'a r / \ \ 1 I 1 1 1 \\ N 1045.00 f% \ \ I Y l \� 10 \ \ 1 1 1 1 1 1 \ 1 \ 1 \ \ 1� � 1024 9-Q 1 4 �) 026.50 1. INLET PROTECTION �- I \ I gILT FENCE/INSIDE �^\ I V INLET/PROTECTION 51 1023. PR ERTY Ll� I $ ( I I 22.29 / / TREE FENCE z s w 1 ,- E ti / / -� , I 10222.a� 1 I ozz.o7 0 A - L. \\ 155"pl 1 i I 0� \\ troy`\ ; / //// ��-\1�� I > 0_ NX is Ift IN NX NX \ ���--�/ / �/ �L������i��� ALL tiNX NN I NX / 13"PI 1 \ \ 1022.561 022.18 \\ I 1 1 \ t \ 25PI.1 \ \ I 1 1 \ \ \ -top' \ STMH I / \ \ I l RIM -1021 72 L12 P i INV=101691E NV --1016.67 W; NOKEO 1 I ,✓ _� INV=1005.07 N; S 5 PI I / 1 ' ROCK CONSTRUCTION ENTRANCE AAD RI 1021.3 I H \ / / i- \ -� \ INV 017.67 LJq- INLET PROTECTION iA1�.63EX;, 1 20.20 EX. GENERAL NOTES SEE SHEET C3-3 FOR SWPPP NOTES AND DETAILS. ADD TREE FENCE AS NECESSARY FOR PHASE 1. CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 @ TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SWPPP LEGEND =SF- SILT FENCE INLET PROTECTION EROSION CONTROL BLANKET FROCK CONSTRUCTION ENTRANCE TREE FENCE 0 30 60 SCALE IN FEET �e LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com 4DD QUALIFICATIC CADD files prepared by the Comealtart for this project are instruments of the Com.1tanst ofe s oral services for use solely with respect to this protect These CADD files shall not be used n othe p ojects for dditui to this project or for completion of this project by others without written approval y the Consultant. With the Consultants approval others may be permitted to obtain copies of the CADD drawing files for information and reference only. All -intentional or unintentional revisions, add -tions, or deletions to these CADD files shall be made at the full risk of that part, making such revan ons,additions or de[mo,, and that n rc, shal hold hoorfles, and indem,if, the Consultan, from spy 3 all,ermi cities , and l abl?ies. 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of eso/�9� i / - Todd. W. McLourtthh �- PEE License No. 20383 Date 02/05/21 Loucks Project No. 20327 Project Lead TWM Drawn By TRG Checked By TWM Review Date CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANT. SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS In a w 0 06 w 0 z z a a N m M J LL v v S m 3 u Q a 0 a N M O O N O N N P N O N M N N O m 0 M SWPPP NOTES UNIT QUANTITY TEMPORARY ROCK CONSTRUCTION ENTRANCE EA 1. THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A ROAD WITH NO ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. NOT ALLOWED CONSTRUCTED AND MADE OPERATIONAL CONCURRENT WITH THE START OF C. WHEN AN INFILTRATION SYSTEM IS EXCAVATED TO FINAL GRADE (OR WITHIN 3,100 CURB AND GUTTER FOR A FOUR LOT RESIDENTIAL DEVELOPMENT WHERE A B. TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT. - SOIL DISTURBANCE UP GRADIENT OF THE POND. THE TEMPORARY THREE (3) FEET OF FINAL GRADE), THE PERMITTEE(S) MUST EMPLOY RIGOROUS 5 DRIVEWAY CURRENTLY IS. With THE ROAD, UTILITIES FOR FUTURE LOTS AND AC 1.3± SEDIMENTATION BASIN SHALL BE DESIGNED TO PREVENT SHORT EROSION PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH REGARD STORMWATER TREATMENT WILL BE ADDED B. INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS PROPERLY IN ACCORDANCE WITH CH 7041 MINN.. R. CIRCUITING. THE OUTFALL SHALL BE DESIGNED TO REMOVE FLOATABLE DEBRIS, KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION EXCEEDING WATER QUALITY STANDARDS. . 15. INSPECTIONS ALLOW FOR COMPLETE DRAWDOWN OF THE POND FOR MAINTENANCE AREA. THE AREA MUST BE STAKED OFF AND MARKED SO THAT HEAVY 2. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS A. INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED SHALL BE ACTIVITIES, AND HAVE ENERGY DISSIPATION. THE EMERGENCY SPILLWAY SHALL CONSTRUCTION VEHICLES OR EQUIPMENT WILL NOT COMPACT THE SOIL IN FOLLOWS: REPRESENTATIVE IS REQUIRED. BE STABILIZED. THE PROPOSED INFILTRATION AREA. 33. THE PERMITTEES) SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL, 20. B. EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS C. TEMPORARY SEDIMENTATION BASINS SHALL BE SITUATED OUTSIDE OF SURFACE D. TO PREVENT CLOGGING OF THE INFILTRATION OR FILTRATION SYSTEM, THE 1. INSTALL VEHICLE TRACKING BMP FOLLOWING A 0.5" OVER 24 HOUR RAIN EVENT. WATERS AND ANY REQUIRED BUFFER ZONE, AND MUST BE DESIGNED TO PERMITTEE(S) MUST USE A PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER 2. 3. INSTALL SILT FENCE AROUND SITE INSTALL PROTECTIVE FENCE AROUND FILTRATION AREAS C. STABILIZED AREAS: ONCE EVERY 30 DAYS AVOID DRAINING WETLANDS, UNLESS THE IMPACT IS IN COMPLIANCE WITH STRIP, SMALL SEDIMENTATION BASIN, WATER QUALITY INLET (E.G.,SCGRIT IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION 27• DESIGN CALCULATIONS STARTING THREE (3) YEARS FROM THE ISSUANCE DATE OF THIS PERMIT. THE REQUIREMENTS OF THIS PERMIT. EF CHAMBER) TO SETTLE PARTICULATES BEFORE THE STORMWATER DISCHARGES 4. CLEAR AND GRUB SITE D. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING D. EXCESSIVE SEDIMENT -LADEN WATER THAT IS NOT PROPERLY FILTERED WILL NOT INTO THE INFILTRATION OF FILTRATION SYSTEM. 5. STRIP AND STOCKPILE TOPSOIL CONSTRUCTION. 22. BE PERMITTED TO DISCHARGE FROM SITE. DOCUMENTS. SEE HYDROLOGY REPORT FOR ADDITIONAL INFORMATION. 6. REMOVE PAVEMENTS DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 7. ROUGH GRADE SITE E. INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS 30. POST CONSTRUCTION B. IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE 25. DEWATERING AND BASIN DRAINING QUALITY VOLUME THAT MUST BE RETAINED ON SITE BY THE PROJECT'S THE WATER Q 9. INSTALL UTILITIES AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF 7. INSTALL PAVEMENTS INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND A. TURBID OR SEDIMENT -LADEN WATERS RELATED TO DEWATERING OR BASIN PERMANENT STORMWATER MANAGEMENT SYSTEM DESCRIBED IN SECTION 15 8. FINAL GRADE SITE AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR DRAINING SHALL BE DISCHARGED TO A TEMPORARY OR PERMANENT SHALL BE ONE (1) INCH OF RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED 7. CONSTRUCT STORMWATER MANAGEMENT BASINS PERIOD. KEN ASHFELD SEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. THE BY THE PROJECT. SEE SECTION 15. FOR MORE INFORMATION ON INFILTRATION 8. INSTALL SILT FENCE AROUND BASINS TEMPORARY OR PERMANENT BASIN MAY DISCHARGE TO SURFACE WATERS IF DESIGN, PROHIBITIONS AND APPROPRIATE SITE CONDITIONS. 9. REMOVE ACCUMULATED SEDIMENT FROM BASINS HAVE BEEN INCLUDED IN THE PREPARATION OF THIS SWPP. THESE INCLUDE BUT ARE THE BASIN WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE TODD MCLOUTH 10. CONSTRUCT FILTRATION TRENCHES 16. MINIMUM MAINTENANCE VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALLNOT TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT THE NUISANCE 31. RESPONSIBILITIES 11. SEED AND MULCH A. SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN CONDITIONS WILL NOT RESULT FROM THE DISCHARGE. DISCHARGE POINTS 12. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS ENGINEER SWPPP A ADEQUATELY PROTECTED FROM EROSION AND PROPER VELOCITY SQ HALL BE DE A. THE OWNER MUST IDENTIFY A CONTRACTOR WHO WILL OVERSEE THE SWPPP 1 763-496-6728 REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. B. SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 A. ATHE EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION DISSIPATION PROVIDED. IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND STORAGE VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF B. ALL WATER FROM DEWATERING OR BASIN -DRAINING ACTIVITIES MUST BE MAINTENANCE: 3. SITE DATA: DISCOVERY. PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, B. THE OWNER MUST IDENTIFY THE PERSON WHO WILL BE RESPONSIBLE FOR CONTRACTOR AREA OF DISTURBANCE: 1.3± AC EROSION IN THE RECEIVING CHANNELS OR ON DOWN SLOPE PROPERTIES, OR LONG TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT B. THE NATURE OF STORMWATER RUNOFF AND RUN-ON AT THE SITE. C. SEDIMENT REMOVED FROM SURFACE WATERS WITHIN MSEVEN DAYS INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACTS TO THE STORMWATER MANAGEMENT SYSTEM: PRE -CONSTRUCTION IMPERVIOUS AREA: 0.43 AC D. CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24 WETLAND. -- POST -CONSTRUCTION IMPERVIOUS AREA: 0.82 AC HOURS. C. IF FILTERS WITH BACKWASH WATERS ARE USED, THE BACKWASH WATER SHALL 32. TRAINING REQUIREMENTS E. PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL BE HAULED AWAY FOR DISPOSAL, RETURNED TO THE BEGINNING OF THE GENERAL SOIL TYPE: LOAM EVENTS GREATER THAN Y2" IN 24 HOURS TREATMENT PROCESS, OR INCORPORATED INTO SITE IN A MANNER THAT DOES THE PERMITTES(S) SHALL ENSURE THE FOLLOWING INDIVIDUALS IDENTIFIED IN THIS OPERATIONAL PRIOR TO DISTURBANCE OF 10 OR MORE ACRES DRAINING TO A NOT CAUSE EROSION. BACKWASH WATER MAY BE DISCHARGED TO SANITARY PART HAVE BEEN TRAINED IN ACCORDANCE WITH THIS PERMIT'S TRAINING COMMON LOCATION. 29. CONSTRUCTION OF FILTRATION BASINS SEWER IF PERMISSION IS GRANTED BY THE SANITARY SEWER AUTHORITY. REQUIREMENTS. 4. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, 17. THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE MINIMAL COMPACTION TO FILTRATION AREAS. IF COMPACTION IS 1. WHO MUST BE TRAINED: OR MORE ACRES OF DISTURBED SOILS DRAIN TO A COMMON LOCATION. THE STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE BASIN MUST PROVIDE 3,600 CUBIC FEET OF STORAGE BELOW THE OUTLET PER A. INDIVIDUAL(S) PREPARING THE SWPPP FOR THE PROJECT PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE. 26. POLLUTION PREVENTION SEDIMENTATION BASIN MUST PROVIDE A STORAGE VOLUME EQUIVALENT TO STABILIZED UNLESS RIGOROUS EROSION PREVENTION AND SEDIMENT A. BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS B. INDIVIDUAL(S) OVERSEEING IMPLEMENTATION OF, REVISING, AND/OR S. ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE ACRE DRAINED. THE TEMPORARY SEDIMENTATION BASIN MUST BE MUST BE UNDER COVER TO PREVENT DISCHARGE OR PROTECTED AMENDING THE SWPPP AND INDIVIDUALS(S) PERFORMING STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR 18. OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE ATTEE R. EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. INSPECTIONS FOR THE PROJECTT. ONE OF THESE BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. Q SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND B. PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS, WITHIN 72 HOURS UPON REQUEST BY THE MPCA. PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE AND LANDSCAPE MATERIALS MUST BE UNDER COVER. RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION. C HAZARDOUS MATERIALS AND TOXIC WASTE MUST BE PROTECTED TO PREVENT C. INDIVIDUAL(S) PERFORMING OR SUPERVISING THE INSTALLATION, 6. ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. DENOTES SLOPES GREATER THAN 3:1. ALL 3:1 SLOPES TO BE STABILIZED WITH EROSION CONTROL BLANKET 7. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. 8. TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEMPT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. 9. SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 10. SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 11. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE, RUNOFF MUST BE PROPERLY CONTAINED. 12. NO ENGINE DEGREASING IS ALLOWED ON SITE. 13. THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE FOR ALL APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN SECTIONS 3, 4, 6-24 OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. 14. TERMINATION OF COVERAGE -PERMITTEES) WISHING TO TERMINATE COVERAGE MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET: A. FINAL STABILIZATION, PER NPDES PERMIT SECTION 13 HAS BEEN ACHIEVED ON ESTIMATED QUANTITIES DESCRIPTION UNIT QUANTITY TEMPORARY ROCK CONSTRUCTION ENTRANCE EA 1 PREFABRICATED CONCRETE WASHOUT EA NOT ALLOWED SILT FENCE (STANDARD) LF 3,100 EROSION CONTROL BLANKET SY - INLET PROTECTION EA 5 SEEDING AC 1.3± RECEIVING WATERS NAME OF WATER BODY TYPE OF WATER BODY VANDALISM. MAINTENANCE AND REPAIR OF BMPS. AT LEAST ONE INDIVIDUAL ON A PROJECT TYPE OF SPECIAL WATER CHRISTMAS LAKE LAKE LUCY LAKE MUST BE TRAINED IN THESE JOB DUTIES. 19. SWPPP MUST BE AMENDED WHEN: D. SOLID WASTE MUST BE STORED, COLLECTED AND DISPOSED OF IN COMPLIANCE NO C3-2 A. THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR WITH MINN. R. CH 7035. 2. TRAINING CONTENT: C4-1 SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE E. PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL THE CONTENT AND EXTENT OF TRAINING MUST BE COMMENSURATE C8-1,2 DETAIL SHEETS NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BE DISPOSED OF WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH REGARD L2-1 B. INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS PROPERLY IN ACCORDANCE WITH CH 7041 MINN.. R. TO ACTIVITIES COVERED UNDER THIS PERMIT FOR THE PROJECT. AT LEAST EXCEEDING WATER QUALITY STANDARDS. . ONE INDIVIDUAL PRESENT ON THE PERMITTED PROJECT SITE (OR C. THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES F. DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AVAILABLE TO THE PROJECT SITE IN 72 HOURS) MUST BE TRAINED IN THE OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED SHALL BE JOB DUTIES DESCRIBED IN SECTION 21.28 AND SECTION 21.2C. PREVENTED USING DRIP PANS OR ABSORBENTS. SUPPLIES SHALL BE AVAILABLE AT ALL TIMES TO CLEANUP DISCHARGED MATERIALS AND THAT AN 33. THE PERMITTEES) SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL, 20. CONCRETE WASHOUT AREA APPROPRIATE DISPOSAL METHOD MUST BE AVAILABLE FOR RECOVERED SPILLED STATE, FEDERAL AGENCIES, PROFESSIONAL OR OTHER ENTITIES WITH EXPERTISE IN MATERIALS. EROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER A. CONCRETE WASH-OUT IS NOT ALLOWED ON-SITE. MANAGEMENT AND THE MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER PERMIT. AN UPDATE REFRESHER -TRAINING MUST BE ATTENDED EVERY THREE (3) YEARS 21. IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION 27• DESIGN CALCULATIONS STARTING THREE (3) YEARS FROM THE ISSUANCE DATE OF THIS PERMIT. CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. TEMPORARY & PERMANENT STORMWATER TREATMENT ARE DESIGNED TO MEET MPCA GENERAL & SPECIAL WATER REQUIREMENTS. CALCULATIONS ARE PART OF THE 33. LIST OF CONTACTS HYDROLOGY REPORT, WHICH IS TO BE CONSIDERED PART OF THE SWPP 22. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DOCUMENTS. SEE HYDROLOGY REPORT FOR ADDITIONAL INFORMATION. DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. TITLE NAME COMPANY PHONE NUMBER 28. GENERAL STORMWATER DISCHARGE REQUIREMENTS 23. FINAL STABILIZATION ALL REQUIREMENTS LISTED IN SECTIONS 5-7, 14, 16-19, 21, 24 OF THE PERMIT FOR OWNER KEN ASHFELD FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACTIVITIES HAVE BEEN DESIGN OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM AND DISCHARGE COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL HAVE BEEN INCLUDED IN THE PREPARATION OF THIS SWPP. THESE INCLUDE BUT ARE PROJECT MANAGER TODD MCLOUTH LOUCKS 763496-6742 VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALLNOT LIMITED TO: PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE ENGINEER SWPPP VAL ANDERSON LOUCKS 1 763-496-6728 REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM A. ATHE EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE PRECIPITATION. CONTRACTOR PENDING POND TO DESIGN CAPACITY. B. THE NATURE OF STORMWATER RUNOFF AND RUN-ON AT THE SITE. SITE MANGER C. PEAK FLOW RATES AND STORMWATER VOLUMES TO MINIMIZE EROSION AT -- 24. TEMPORARY SEDIMENTATION BASINS OUTLETS AND DOWNSTREAM CHANNEL AND STREAM BANK EROSION. A. THE TEMPORARY SEDIMENTATION BASINS SHALL BE CONSTRUCTED AND MADE D. THE RANGE OF SOIL PARTICLE SIZES EXPECTED TO BE PRESENT ON THE SITE. OPERATIONAL PRIOR TO DISTURBANCE OF 10 OR MORE ACRES DRAINING TO A * MPCA 24HR. HAZARDOUS SPILL HOTLINE: 651-649-5457 OF 80420798 COMMON LOCATION. 29. CONSTRUCTION OF FILTRATION BASINS B. TEMPORARY SEDIMENTATION BASINS ARE REQUIRED PRIOR TO RUNOFF A. NO HEAVY TRAFFIC ON FILTRATION AREAS. CONSTRUCTION TO BE DONE WITH LEAVING THE CONSTRUCTION SITE OR ENTERING SURFACE WATERS WHEN 10 MINIMAL COMPACTION TO FILTRATION AREAS. IF COMPACTION IS OR MORE ACRES OF DISTURBED SOILS DRAIN TO A COMMON LOCATION. THE ENCOUNTERED, BASIN SOILS FOR THE FIRST & MUST BE REMOVED & RELAID. BASIN MUST PROVIDE 3,600 CUBIC FEET OF STORAGE BELOW THE OUTLET PER B. INFILTRATION SYSTEMS MUST NOT BE EXCAVATED TO FINAL GRADE UNTIL THE ACRE DRAINED. IF HYDRAULIC CALCULATIONS ARE AVAILABLE, THE TEMPORARY CONTRIBUTING DRAINAGE AREA HAD BEEN CONSTRUCTED AND FULLY SEDIMENTATION BASIN MUST PROVIDE A STORAGE VOLUME EQUIVALENT TO STABILIZED UNLESS RIGOROUS EROSION PREVENTION AND SEDIMENT THE 2 -YEAR, 24-HOUR STORM, BUT IN NO CASE LESS THAN 1800 CUBIC FEET PER CONTROLS ARE PROVIDED( SECTION 16.4). ACRE DRAINED. THE TEMPORARY SEDIMENTATION BASIN MUST BE RECEIVING WATERS NAME OF WATER BODY TYPE OF WATER BODY SPECIAL WATER IMPAIRED WATER TYPE OF SPECIAL WATER CHRISTMAS LAKE LAKE LUCY LAKE NO NO Review Date LAKE NO NO C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANT. SEWER PLAN & PROFILE C8-1,2 CERTIFICATION L:v.I% I. ItYlTtf OF S11nrE.50ttn Valentina Anderson [igwn 01 C"UUrf1 S1vYPP IN+y 31 11 SPECIAL AND IMPAIRED WATERS � y -,--i; E xc�n,_ i ' *� s arr.hra r,; flet Sho er .vood ~ Frpsman Fork Ye Ar 1 t V' Lilo L,Ky Rd K , tp �TJE 4 Lucy! Ann I t l � }}} f Y _ � p7r f �L� inn _'.ti Chanhassen :.LoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com NDD QUALIFICATIC CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not he used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that parry shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that am a duly Licensed Professional Engineer under the laws of the State of Todd W. McLouth - PE License No. 20383 Date 02/05/21 Loucks Project No. 20327 Project Lead TWM Drawn By TRG Checked By TWM Review Date STREET PLAN & PROFILE CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANT. SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS I L � i I I I V t111 t DOC -No. est per ti 184215 <� ---------- I -- J. 1.511 WATER SERVICE TO EX. HOUSE HYDRANT W/GATE VALVE I TYPE I I I I RIM I I I ------ CASTING a N Vff INV: I U22. 1 147'-611 PERF. PVC DRAINTILE W/FILTERISOCK @ 0% BASIN 1 N N, 'BOTTOM: 1024.0 I i N IN 1 HWL:1026.50 N I ' N v I I ; ` � I N i 1 N 11N NNJ PIN \ l RIM=1021.72 I I , -------- INV -1016,91 E INV -1016.67 W. TUCKED INV=1005.07 N. S CONNECT TO EX. SANIi MH 101 53'-15" RCP @ 0.6% FES INV: 1021.25 8.0 CY CL 3 RIP -RAP SANT. MH 102 1211x611 WET -TAP CONNECTION W/611 GATE VALVE 6'- 8" PVC SDR 26 @ 0.30% INV: 1020.88 (DAYLIGHT) 18" INLET (NYLOPLASTF - W/H-20 GRATE CL STA: 2+50 RIM: 1022.70 INV: 1020.90 29' - 8" PVC PERF. SDR 26 DRAINTILE W/FILTER SOCK @ 0.30% 18" INLET (NYLOPLAST) W/H-20 GRATE CL STA: 2+20 RIM: 1022.50 INV: 1021.00 100' - 6" PVC PERF. SDR 26 DRAINTILE W/FILTER SOCK _@0.30% SAN D� f[TE R_ (SEE DETAIL) — 13°PI 1= 3` �— 6" CLEANOUT :. CL STA: 1+20 }t RIM: 1022.3 / .. I INV: 1021.30 / JP i 25 l I IN ti I I I \ / I I ' CEI I;I; UTILITY NOTES 1. STATIONING FOR SANITARY & WATER SERVICES REFER TO DISTANCE FROM DOWNSTREAM MANHOLES. 2. HDPE WATER SERVICES MAY BE INSTALLED IN THE SAME TRENCH PARALLEL WITH THE 4" PVC SANITARY SERVICES ON A BENCH A MINIMUM OF 18 INCHES ABOVE THE TOP OF SANITARY SEWER SERVICES. 3. WATERMAIN SHALL HAVE TRACER WIRE INSTALLED. 4. CONTACT CITY UTILITIES DEPARTMENT AT 952-227-1300 48 HOURS PRIOR TO OPERATING VALVES. NAME TYPE SIZE RIM BUILD CASTING 100 STMH 4811 1029.0 7.42 R-1733 101 CBMH 3011 1026.05 4.05 R-2577-1 C4-2 SANI. SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS 1_1-1 TYPE C GRATE 102 CBMH 3011 1025.30 3.32 R-2577-1 TYPE C GRATE CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDL ITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 0 30 60 SCALE IN FEET :.LoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com %DD OUALIFICATIC CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for adds ions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, adduacns, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any is all responsibun es. Balms, and I111bllties- 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Professional Engineer under the laws of the Stat Minnesota. Todd W. McLouth - PE License No. 20383 Date 02/05/21 • • •• Loucks Project No. 20327 Project Lead TWM Drawn By TRG Checked By TWM Review Date CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANI. SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS 1_1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/ OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 hl. TOLL FREE: 1-800-252-1166 SAW -CUT & REMOVE EX. BIT. & CURB AS NECESSARY MH 100 \ 0 30 60 f 1 1 SCALE IN FEET V 1 O v7 q CD RESTORE STREET (SEE DETAIL): 12" CL V AGGREGATE 4" BIT. WEAR COURSE MATCH EX. CURB & GUTTER SANI. MH 102 l+oo w00o kLA '•1 i ItJo v 1 1 1 tt J If S S-1024.7fI 30.5 S' Zb0 l SANI. SANI. MH 103 IMH 102 2 1 1 OM9J OM93 1 L'9ZO l S'b£O L YOSEMITE LANE b S-1035.0 \ I 1 I luawasD3 Alin}0\ If/ V a6Du1 0 ,OZ�1 0-LbIO\ 3 OM83 0'6£o L IVE Al 134*S 1211x6" WET -TAP NOTES 1. STATIONING FOR SANITARY & WATER / // CONNECTION SERVICES REFER TO DISTANCE FROM PROVIDE ACCESS TO i I DOWNSTREAM MANHOLES. EXISTING DRIVEWAY �}300 2. HDPE WATER SERVICES MAY BE DURING CONSTRUCTION. DoT \ INSTALLED IN THE SAME TRENCH 1 c I 611 RSV PARALLEL WITH THE 4" PVC SANITARY SERVICES ON A BENCH A MINIMUM OF 18 INCHES ABOVE THE TOP OF Z Lr j 1 SANITARY SEWER SERVICES. t�y�j1T / I — 3. WATERMAIN SHALL HAVE TRACER WIRE SANI. MH 102 4. CONTACTDCITY UTILITIES DEPARTMENT AT 952-227-1300 48 HOURS PRIOR TO OPERATING VALVES. WOOD DUCK LANE R_kiitlo,/ �IIII ® 41I 141'- 1.511 WATER SERVICE \ 21.6^EL <. . II I I a I I \I I CONNE Td\ I I CU TOP. PL G EX. WAT � IL— VICE. —----- -0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 C.LoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com 4DD QUALIFICATIC CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CARD files shall not be used on the, proletts, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, addrons, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Comultantfrum any & all responsibilities, claims, and liabilities. 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the Statee State oC�a Todd W. McLouth - PE License No. 20383 Date 02/05/21 •• •• Loucks Project No. 20327 Project Lead TWM Drawn By TRG Checked By TWM Review Date � �b CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANI. SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS 1-1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS 01 o_ NOTES� 1. Shape of back of buttress wATrx Ter No. 6860 yl may vary as long as poured PIPE against firm undisturbed 45' BEND earth. 2. Dimension C1,C2,C3 should -D1 be large enough to make angle D equal to or larger D2 than ell 3. Dimension A1,A2,A3 should l'-VS-C" be as large as possible l'-5" without Interfering with 2'-1" MJ bolts. 4. 9 = 45' Minimum. 5. Place polyethylene between V-6" concrete & pipe. 6. All bends & ruing. shall Mueller No. H-10361 26" be restrained with Megalugs 3'-4" thrust restraints or equal 4'-9" e - Sea note 4 � .,./ PLAN 90' BENDS CONCRETE SHAI IN CONTACT VB' THIS QUADRANT OE PIPE PLAN 45' BENDS 6 - Sae --•- SECTION A -A PLAN 22 1/2' BENDS CIMTHRUST CONCRETE C08III18LlSEN THRUST BLOCKING REASED:2-De=NGINEERING DEPARTMENT PUTE No.: FILE NAME: G: G SPECS 1002 1 C C 2 HYDRANTS SHALL BE CLOW MEDALLION (SHOWN) OR MUELLER SUPER CENTURION ALL HYDRANTS MUST BE PRE -APPROVED BY THE CITY THE HYDRANT MAIO(ER SHALL BE A SPRING MOUNTED STAINLESS STEEL OR ALUMINUM RDD 5' IN OVERALL LENGTH, FOR SIDE MOUNT APPLICATION USING REIT a WTI L REFIECTYE TAPE WRAPPING. INSTALL MAGNETIZED EASIING OR FUTURE TRACER BOX OURS OR GUTTER LINE TIA14= PIT) AND HYDRANT AGER HIRING AS VALVE BO% STREE NEEDED PER DETAILS 55W.55a1,55o2 24' MIN. 2.0% (HYDRANT SHOE 3' 2 - AND BARREL SHALL BE ✓LASTIC A5 REWIRED 10' TYPICAL WRAPPED PER OIL SECTION 20a. ex To i PNODE 8AG 3 CITY MILL FURNISH 1- ANCDE BAG,SIRAP AND STAINLESS was SELL BAND TO BE INSTALLED BY 6 C-900 9 cTRACTGR w WOUT ADDITIONAL caNPENsanoN. 1 CUBIC YARD OF GATE VALVE TEE 1 1/2" CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF - B"x8"x16" SOLID CONCRETE BLOCK PGEYETNYLENE (4 IT a 1. I. ALL HYDRANTS SHALL NAVE WEEP HOLES. 2. BURY DEPTH SHALL R AS PER MANUFACTURES RECOMMF110ABON W1H A MINIMUM a A NINMUN ZS' COVER OVERT TEM. 3. ALL PARE SUBJECT SURFACES SHALL BE SUBJECT TTWO YEAR WARRANTY PERIOD A5 NOTED IN SECTIALLATIO 2W L THE DEA HYDRANT NTMARKER.SPECIFICATIONS. 4. HYDRANTS Shall HE WALL VIA A HYDRANT MARKER. 5. ALL JOINTS SHAM RE PLUMB O VIA MEGAI WGA MAXIMUM -LO JOINT 0 BE AINT 1/2''. B. ALL FOOT F H R PWMB TO VERTICAL AXIS. MA%IMUM ALLOWABLE TO BE 1/2' PER FOOT OF HYDRANT 7. INDICANT TO BE SECURELY COVERED WTH PLASTIC NAAP OR BAC TO INDICATE (MAI Il IS OUT OF SERWI'E, CITYOF TYPICAL CIIAIYHASSEO HYDRANT INSTALLATION .-a=F) u.-16 ENGINEERING DEPARTMENT Pure NO 1004 i E NMILG: SPECS IW4 BUTTRESS DIMENSIONS wATrx Ter No. 6860 yl aver top of water main. PIPE 22 1/2' BEND 45' BEND 90' BENO/TEE SIZE 8 -D1 B2 D2 B,3 D fi" l'-VS-C" 2. Arid 6" P9 crimped . tall to curb stop. P l'-5" V-5" 2'-1" V-6" 8" 6. Saddles shall be Smith Blair 371-372 or approved equal as per section GREEN. 2'-1" V-6" 2'-B" 2'-0" 12" Mueller No. H-10361 26" 3' 3'-4" 2'-0" 4'-9" 2'-6" 16" - -- OVERLAP ON TEE POSTS PER NF 1015 3'-10" 3,-0" 6'-2" S-6" 20" jS- 5'-6' S-4" 8'-4" 4'-0" 24" 45 DEGREE BEND 6'-10" 3'-10 9'-d." 5'-0"30"9'-3" 3 piece, 5 1/4" shaft, size No. 60 24" N RAISED RUSH CONCEALED MCIOHOL£ DETAIL 6'-0" 17'-0 C-0" PLAN 90' BENDS CONCRETE SHAI IN CONTACT VB' THIS QUADRANT OE PIPE PLAN 45' BENDS 6 - Sae --•- SECTION A -A PLAN 22 1/2' BENDS CIMTHRUST CONCRETE C08III18LlSEN THRUST BLOCKING REASED:2-De=NGINEERING DEPARTMENT PUTE No.: FILE NAME: G: G SPECS 1002 1 C C 2 HYDRANTS SHALL BE CLOW MEDALLION (SHOWN) OR MUELLER SUPER CENTURION ALL HYDRANTS MUST BE PRE -APPROVED BY THE CITY THE HYDRANT MAIO(ER SHALL BE A SPRING MOUNTED STAINLESS STEEL OR ALUMINUM RDD 5' IN OVERALL LENGTH, FOR SIDE MOUNT APPLICATION USING REIT a WTI L REFIECTYE TAPE WRAPPING. INSTALL MAGNETIZED EASIING OR FUTURE TRACER BOX OURS OR GUTTER LINE TIA14= PIT) AND HYDRANT AGER HIRING AS VALVE BO% STREE NEEDED PER DETAILS 55W.55a1,55o2 24' MIN. 2.0% (HYDRANT SHOE 3' 2 - AND BARREL SHALL BE ✓LASTIC A5 REWIRED 10' TYPICAL WRAPPED PER OIL SECTION 20a. ex To i PNODE 8AG 3 CITY MILL FURNISH 1- ANCDE BAG,SIRAP AND STAINLESS was SELL BAND TO BE INSTALLED BY 6 C-900 9 cTRACTGR w WOUT ADDITIONAL caNPENsanoN. 1 CUBIC YARD OF GATE VALVE TEE 1 1/2" CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF - B"x8"x16" SOLID CONCRETE BLOCK PGEYETNYLENE (4 IT a 1. I. ALL HYDRANTS SHALL NAVE WEEP HOLES. 2. BURY DEPTH SHALL R AS PER MANUFACTURES RECOMMF110ABON W1H A MINIMUM a A NINMUN ZS' COVER OVERT TEM. 3. ALL PARE SUBJECT SURFACES SHALL BE SUBJECT TTWO YEAR WARRANTY PERIOD A5 NOTED IN SECTIALLATIO 2W L THE DEA HYDRANT NTMARKER.SPECIFICATIONS. 4. HYDRANTS Shall HE WALL VIA A HYDRANT MARKER. 5. ALL JOINTS SHAM RE PLUMB O VIA MEGAI WGA MAXIMUM -LO JOINT 0 BE AINT 1/2''. B. ALL FOOT F H R PWMB TO VERTICAL AXIS. MA%IMUM ALLOWABLE TO BE 1/2' PER FOOT OF HYDRANT 7. INDICANT TO BE SECURELY COVERED WTH PLASTIC NAAP OR BAC TO INDICATE (MAI Il IS OUT OF SERWI'E, CITYOF TYPICAL CIIAIYHASSEO HYDRANT INSTALLATION .-a=F) u.-16 ENGINEERING DEPARTMENT Pure NO 1004 i E NMILG: SPECS IW4 CL 7.5' Minimum cover required wATrx Ter No. 6860 yl aver top of water main. Mueller No. H-10361 top 6" pointed blue. Bibby -Ste -Croix No. B-5160 Provide Value Stem Risers _ To Within 4" Of The Surface DROP LID if The Distance From Concrete brick support The Top NO Of The Valve To FROM INVERT TO 3' ABOVE The Surface Is Greeter Than 8'. Grade 2. Arid 6" P9 crimped . tall to curb stop. P 3. The copper service line between the main and curb box FINISH GRADE TOP fi PAINTED -r I 5- All taps require use of stainless steel saddles on all mains. 6. Saddles shall be Smith Blair 371-372 or approved equal as per section GREEN. Adjust lop to 3/4" below Tyler No. 6860 26" LANDSCAPE DETAILS WATER grade. Box to be set to Mueller No. H-10361 26" 3' L provide 12" of adjustmert. Bibby -Ste -Croix No. VB502 27" ce - - -- OVERLAP ON TEE POSTS PER NF 1015 w lollFOR Tyler No. 6860 IOP II I II 11 11 1 II I II II I 3. Trench slopes shall conform to current OSHA rules and regulations; for Mueller 7 WYE PLUGGED END T OT REWIDMONS UNLESS GALLED OUT IN 8-5001 Bibby to Croix B Tiler Na. 58 14" 45 DEGREE BEND - IL-1 3/8' value Gate wive box, screw type, No. 59 18" s. WAJRMES MR lam mEDITS 6" PVC SDR -26 PIPE MIN. SLOPE 1/4" PER FOOT 3 piece, 5 1/4" shaft, size No. 60 24" N RAISED RUSH CONCEALED MCIOHOL£ DETAIL G box. extended. Mueller No, 58 14" R M Wil FRAME 126 LHS / UD Us Lss p OM1 Of ba A6 round base No. 59 20" U111 L1/2 PIPE DIAMETER MIN. (`+EE NOTE y2) Bibby -Ste -Croix Vil No. 57 9" I SANITARY SEWER Gate Valve Adapter: 1/4" V9521 No. 58 le GRAVITY MAIN Steel With Protective EXTENSION VB522 No. 59 20" DEPARTMENT 2111 Coating, 1/2" Rubber VB523 No, 60 26" Gasket Installed Between The Gate Va've And e Gate Valve Adapter. Tyler No. 6860 65" Mueller No. H-10361 65" Clow, Mueller or Bibby -Ste -Croix No. VB516 60" Approved Equal Fesiliant Wedge Valve Conforming to AWWA Valve and Box to be C-509 Standards Wth plastic wrapped per Stainless Steel Nuts BOTTOM section 2.03a &Bolts and 2' 6ranze Operating Nut. 17 BASE 1 Ur 8'x8'k16' Concrete Block affOF TYPICAL GATE VALVE gum AND BOX INSTALLATION REVISED. 3-16 ENGINEERING DEPARTMENT PUTS NO.: '006 TILE NAME: G: NG SPCGS 1006 CL D&U Variable Easement 6' Metal fence post Variable VARIABLE top 6" pointed blue. Curb box with 1 14" 9' I I _ I 1 i METAL TEE POSTS INSTALLED n 1"X1" Carporetion Cock Concrete brick support min. size 3" thick & 32- FROM INVERT TO 3' ABOVE starMain NOTES. 1. Do not plug end of curb stop. 2. Arid 6" P9 crimped . tall to curb stop. P 3. The copper service line between the main and curb box FINISH GRADE TOP fi PAINTED 4. Corporation cock to be of the quick compression type as stated in section I 5- All taps require use of stainless steel saddles on all mains. 6. Saddles shall be Smith Blair 371-372 or approved equal as per section GREEN. (+ 71 Cliff O�fl-t�� t LANDSCAPE DETAILS WATER CDHt1neJSEN n u I 3' L REM sEO: 1D-16 EI\GINEERING DEPARTMENT ce - - -- OVERLAP ON TEE POSTS PER NF 1015 w lollFOR ii i ill ii u I 2 P.V.C. MNDOT 3149.2- select anular b arrow with 1009. bedding g II I II 11 11 1 II I II II I 3. Trench slopes shall conform to current OSHA rules and regulations; for 11 II 1 WYE PLUGGED END T OT REWIDMONS UNLESS GALLED OUT IN 1 CNWg�SSEK 45 DEGREE BEND - IL-1 3/8' ce ce 2 1/4• s. WAJRMES MR lam mEDITS 6" PVC SDR -26 PIPE MIN. SLOPE 1/4" PER FOOT MAIEBIBfiLIO-CAST pUT I. ASIN A-40 CLASS ]SB vu'i N RAISED RUSH CONCEALED MCIOHOL£ DETAIL a MMISH-BARE METAL No PAINT m COATINGS R M Wil FRAME 126 LHS / UD Us Lss p OM1 Of LOIICI6 PLATE NO. SERVICE MARKER U111 L1/2 PIPE DIAMETER MIN. (`+EE NOTE y2) CBANSEN I SANITARY SEWER Reasm.3 to GRAVITY MAIN NOTES: 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH, INSTALL A HEAVY METAL TEE POSTS FROM INVERT -0 3' ABOVE FINISHED GRADE AND PAINT TOP 6" OF POST FLORESCENT GREEN PAINT. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TC HOUSE EXCEEDS 90 FEET 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BEDDING (3149.2-F) OR COURSE FILTER AGGREGATE (3149.2-1-). CITY OF TYPICAL SANITARY SEWER SERVICE CNANNASSEN I ( LESS THAN 16' DEEP) R=n;ED.:e-16 ENGINEERING DEPARTMENT Pure 2001 FILE NAME:c ENG SPECS Dm MANHOLE CASTING & LID AS PER I DETAIL PLATES (2110 & 2111) HDPE, EPP 6" CONCRETE COLLAR CONCRE'E PRECAST MANHOLE 27" MANUFACTURES SEALANT OR CONE SECTION e MASTIC SEAL BETWEEN IS"j/�.4 BARRIER AND STRUCTURE I 48"INFI-SHIELD EXTERNAL SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. NOTES: 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASTING SHOULD NOT REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE NO RINGS OR MORE THAN 18" OF ADJUSTIll RINGS. MIT & CMSEN BARRIER REVISEDHO-16 ENGINEERING DEPARTMENT PLA rE NQ.: TILE NAME: G: NG SPECS IDB 21 C..o rL Street PL D&U Variable Easement 6' Metal fence post Variable denoting curb box, top 6" pointed blue. Curb box with 1 14" standpipe and std ionary rod M I Di Water Service 1" Type "K" Copper 1: n 1"X1" Carporetion Cock Concrete brick support min. size 3" thick & 32- Sq. In- starMain NOTES. 1. Do not plug end of curb stop. 2. Arid 6" P9 crimped . tall to curb stop. P 3. The copper service line between the main and curb box shall be one continous piece of piping, splices will not be permitted 4. Corporation cock to be of the quick compression type as stated in section 2.11 of the watermain specifications. 5- All taps require use of stainless steel saddles on all mains. 6. Saddles shall be Smith Blair 371-372 or approved equal as per section 2.14 of the watermain specifications. (+ 71 Cliff O�fl-t�� TYPICAL LANDSCAPE DETAILS WATER CDHt1neJSEN n u I I,`IfANH.C[rN SERVICE REM sEO: 1D-16 EI\GINEERING DEPARTMENT PLATE No.: 1005 TILE NAME G: ENC SPECS 1005 .25'1 2" BIT WEAR &I BARRIER REQUIRED ON _�-2" BIT BASE SANITARY STRUCTURES ONLY SEE DETAIL 2109 .�Y MIN.3 ADJ. RINGS MAX. 3 ADJ. RINGSNGS 6" THICK CONCRETE 27- COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL MANHOLE CASTING & LID SHALL AS BE PER DETAIL 2111. VARIES BITUMINOUS Rel -- OR BINDER .t MANUFACTURES SEALANTHOPE, EPP OR BETWEEN FRAME AND RINGS - - PRECAST CONCRE-E ADJUSTING RINGS r` I&I BARRIER REDUIREO ON 6" THICK CONCRETE SANITARY STRUCTURES ONLY 27 COLLAR SEE DETAIL 2109 BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2" MORTAR. 2. HDPE AND EPP ADJUSTING RINGS SHALL BE INSTALLED WITH MANUFACTURES SEALANT OR APPROVED EQUAL 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE - 4. WOOD SHIMS NOT PERMITTED TO BE USED IN ADJUSTING RINGS. CIff OF MANHOLE CASTING AND CHINNASSEK I ADJUSTING DETAIL RwNIE 1: 6 ENGINEERING DEPARTMENT Pure No.: 2" 1„ TILE NAME G: ENC SPECS 110 i i Acd music cut ... n same end rin9._ / SECTION VIEW Minimum thissmil . 01 precast base is 6' for 14' deep Or lass, and inereases 1' in Mldn e. for awry 4' of depth greater than I4'. Manhole casting, lid end adystlng nnga (see Plates 2110 a 2111) PmMde IAT oenler be a1 ...Nary sewer manhd{see Plet. 2109) 6' Generate talar AP pints in manhole to have Wring rubber gaskets and I shell external seals at m -al end cone . section Joint. w aniery .P"Icutuns Or appromel equal A maximum of 2 effort manhale macs to be Led directly beow tone section Pipe .M1all be ant cut flush will- Inside fees of Irnll. -K,f-seal required. Precast mlert. moat be 1/2 of pine diom.tar and benchow .lopes Y Ull the :Iwt NOSE 1. Nor -n -seal manhole or agu01 considered acceptable altenole. 2. NI dog hoa.ea shill be grouted on Inal no outalde. 3. Wm the manhole structure isoartruetad woo. 'he traveled ry dwoy a witness oat and sign (MH) shell be installed next to the maria . 4. Minimum of 2-2w al rings, maximum of 3 cdpatRlq rings w a total of 6' of .YUCK heiga'. CITYOF new construction. STANDARD SANITARY CHIMSEN MANHOLE REFUSED: 3-'6PLATE NO.: ENGINEERING DEPARTMENT 2101 TILE NAMED ENG SPECS 2101 49" 20327 Compacted Native Fill TWM ]' LEiTERs t �{ Material, Compacted to 95% of the StandardProci " 2 I/1 2' 1FREfts RAISED FLUSH nsity% STREET PLAN & PROFILE RAISED RUSH GRADING & DRAINAGE PLAN ---============°==°=°=========I MACH. MEOW IN UO SEAT f 3/4' se MNDOT 3149.2- Granular Borrow OL OE RgwTANT 1- 9. 1/6' C4-1 fli nal (se CUROI II I SEAVOONCEA ED PIGMIXE DETAll CAs(EIEO Ws Usia MR SANTARY No MATER tAUM1d£5 ETTERS 11 1 II 11 II 1 FLUSH IRCH' 6" MIN. II II I 11 � II II II I CpIPCMNT xllut_sn_ CUSTO1 ILN:O LANDSCAPE DETAILS RA. rWSH 1642ma n u I I,`IfANH.C[rN CONCENT➢ ba]1 - SAIITARYnMANHOLL9 11 11 I 29' MIN. �i PLASTIC n II I PIIXHgIE 56]4 - STORM MANHOLES II I n II I PER NF 1015 5640 - WATER MANHOLES lollFOR ii i ill ii u I 2 P.V.C. MNDOT 3149.2- select anular b arrow with 1009. bedding g II I II 11 11 1 II I II II I 3. Trench slopes shall conform to current OSHA rules and regulations; for 11 II 1 CITYOFPIPE OT REWIDMONS UNLESS GALLED OUT IN SPECIAL CNWg�SSEK 2 OIMEN9IXIS PRE IN ENGLISH MGSUREME - IL-1 3/8' I CASTINGS MEET HS -25 WWREMMN 4, MMFACNR IN USA 2 1/4• s. WAJRMES MR lam mEDITS TYPE SM OR APPROVED EQUAL. MAIEBIBfiLIO-CAST pUT I. ASIN A-40 CLASS ]SB T LETTERS T- 7. FRALE-CAST MAY ROM. ASTII-A-49 CLASS 40A RAISED RUSH CONCEALED MCIOHOL£ DETAIL a MMISH-BARE METAL No PAINT m COATINGS R M Wil FRAME 126 LHS / UD Us Lss p OM1 Of LOIICI6 PLATE NO. U111 MANHOLE CASTINGS CBANSEN I AND LIDS DETAIL Reasm.3 to SEWER INSULATION DRGWN l/ATA ENGINEERING DEPARTMENT 2111 FILE NAME G C SPE6 111 .25'1 2" BIT WEAR &I BARRIER REQUIRED ON _�-2" BIT BASE SANITARY STRUCTURES ONLY SEE DETAIL 2109 .�Y MIN.3 ADJ. RINGS MAX. 3 ADJ. RINGSNGS 6" THICK CONCRETE 27- COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL MANHOLE CASTING & LID SHALL AS BE PER DETAIL 2111. VARIES BITUMINOUS Rel -- OR BINDER .t MANUFACTURES SEALANTHOPE, EPP OR BETWEEN FRAME AND RINGS - - PRECAST CONCRE-E ADJUSTING RINGS r` I&I BARRIER REDUIREO ON 6" THICK CONCRETE SANITARY STRUCTURES ONLY 27 COLLAR SEE DETAIL 2109 BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2" MORTAR. 2. HDPE AND EPP ADJUSTING RINGS SHALL BE INSTALLED WITH MANUFACTURES SEALANT OR APPROVED EQUAL 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE - 4. WOOD SHIMS NOT PERMITTED TO BE USED IN ADJUSTING RINGS. CIff OF MANHOLE CASTING AND CHINNASSEK I ADJUSTING DETAIL RwNIE 1: 6 ENGINEERING DEPARTMENT Pure No.: 2" 1„ TILE NAME G: ENC SPECS 110 i i Acd music cut ... n same end rin9._ / SECTION VIEW Minimum thissmil . 01 precast base is 6' for 14' deep Or lass, and inereases 1' in Mldn e. for awry 4' of depth greater than I4'. Manhole casting, lid end adystlng nnga (see Plates 2110 a 2111) PmMde IAT oenler be a1 ...Nary sewer manhd{see Plet. 2109) 6' Generate talar AP pints in manhole to have Wring rubber gaskets and I shell external seals at m -al end cone . section Joint. w aniery .P"Icutuns Or appromel equal A maximum of 2 effort manhale macs to be Led directly beow tone section Pipe .M1all be ant cut flush will- Inside fees of Irnll. -K,f-seal required. Precast mlert. moat be 1/2 of pine diom.tar and benchow .lopes Y Ull the :Iwt NOSE 1. Nor -n -seal manhole or agu01 considered acceptable altenole. 2. NI dog hoa.ea shill be grouted on Inal no outalde. 3. Wm the manhole structure isoartruetad woo. 'he traveled ry dwoy a witness oat and sign (MH) shell be installed next to the maria . 4. Minimum of 2-2w al rings, maximum of 3 cdpatRlq rings w a total of 6' of .YUCK heiga'. CITYOF new construction. STANDARD SANITARY CHIMSEN MANHOLE REFUSED: 3-'6PLATE NO.: ENGINEERING DEPARTMENT 2101 TILE NAMED ENG SPECS 2101 49" 20327 Compacted Native Fill TWM Drawn By Material, Compacted to 95% of the StandardProci " Checked By TWIN nsity% STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN ---============°==°=°=========I SWPP PLAN se MNDOT 3149.2- Granular Borrow SWPP NOTES & DETAILS C4-1 UTILITY PLAN II SANI. SEWER PLAN & PROFILE 11 II 11 II I DETAIL SHEETS 11 1 II 11 II 1 TREE CANOPY PLAN 6" MIN. II II I 11 � II II II I 314928 II 11 1 LANDSCAPE DETAILS 11 I II II II 1 MNDOT 3149.211 n u I "Bc' Denotes Outsid Diameter of Pipe 2' 2' OU LEWISPipe 11 11 I 29' MIN. �i PLASTIC n II I PIPE I II I II I III II II 1 MNDOT 3149.28 II I n II I NOTES: II 1 embedment material if needed. Pipe foundation material shall be in accordance ii i ill ii u I 2 P.V.C. MNDOT 3149.2- select anular b arrow with 1009. bedding g II I II 11 11 1 II I II II I 3. Trench slopes shall conform to current OSHA rules and regulations; for 11 II 1 CITYOFPIPE II I II II 11 I n u I CNWg�SSEK 4' 24' 4' REV6m V ,I FLIT SHEET STYROFOAM INSULATION 19ATE 2203 FILE NAME :Q VNG SPECS TYPE SM OR APPROVED EQUAL. OVERLAP INSULATION JOINTS. LOIICI6 PLATE NO. SHALLOW SANITARY 4010 LOUCKS SEWER INSULATION DRGWN l/ATA MINIMUM 6" COMPACTED SHOWN AS TYPICAL ONE PIPE LENGTH PROPOSED SEWEF 8" MIN. SEPARATION DIRECT BURY TYROFOAM 4SULATION MINIMUM IS AS DIRECTED BY HE ENGINEER. Notes: 1. INSULATION DETAILS SITE SPECIFIC, SEE ENGINEER FOR APPROVAL BEFORE( CONSTRUCTION 2. INSULATION AND COMPACTED SAND SHALL EXTEND 12" PAST OUTSIDE OF (PIPE. 3. INSULATION SHALL OVERLAP AT JOINTS BY A MINIMUM OF 12 Gr OF INSULATED PIPE CROSSING C9AR9ASSEN REVISED: 3-15 ENGIN--RING DEPARTMENT I PLATE ' 2204 1.5" BIT. WEAR COURSE MN/DOT 2360 2357 TACK COAT 2" BIT. NON -WEAR COURSE MN/DOT 2360 9" AGG. BASE, CLASS 5 MN/DOT 3138 APPROVED SUBGRADE PUBLIC 2" BIT. WEAR COURSE M N/DOT 2360 8" AGG. BASE, CLASS 5 MN/DOT 3138 APPROVED SUBGRADE PRIVATE ■_=LOUCKS PAVEMENT SECTIONS LOUCKS PLATE NO. 2031 DRAWN 12/2016 MAJ •=r= M •4• •��� y-���2•'tri� ��� •e�/•�•i •1' RIPRAP IN •• :� 1 • PLAN •" - REQUIREMENTS L11. PIPE 1 • • GRANULAR FILTER REOUIRED TOUNDER • 1 -11 m. To All 73 to 38 CY �L.3 FABRIC OR EQUAL 54" AND UP 62 CY and up CL4 (Orse cubic yard is approximately 2.800 s, 2. i wC II _ I' -Grall Filter (MNOOT 3601.2B) SECTION NIS RIPRAP ew•.•w• •I.�w (MNDOTGY anulor Filter .1 : SECTION B -B Glacial Filter Type III NIS I I ( J DETAIL RAP • 1 Manhole Casting, Lid and Adjusting Rings (See Plates 2110 & 2111) 6" Concrete Collor Manhole steps shall be Neenah R -1981J, 16" or center. Steps Shall be on Downstream Side Unless Pipe Diameter is 18" or Larger AIS joints in manhole to have "O"ring robber gaskets. 5 will 4-0 ///---Pipe shall be cul off 4" from the - inside face of the manhole wall. I ,; ':" •'. --9 �-Precast Inverts Must be 1/2 of Pipe Diameter and Benches % SECTION VIEW Sloped 2" Toward the Invert Minimum thickness of precast base slab is 6" for 14' depth or less and increases to a minimum slab thickness of 8" of depths greater than 14' or if the structure is larger then 48" diameter. NOTE - 1. All dog houses shall be grouted both inside and Outside of the structure. 2. When the manhole or catch basin structure is constructed outside of the traveled roadway a witness post and sign (MH) shall be installed next to the MH 3. If a sump MH is required, a minimum surlp uep(h of 4' shall be constructed below lire lowest pipe invert it the strul. CffYOF CBAUSEN STANDARD STORM MANHOLE reEvlsEDao-le ENGINEERING DEPARTMENT PLATE no.: FILE NAVEG ENG SPECS 31 3100 mo LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services far use solely with respect to this project. These CADET files shall not be used an other projects, for additions to this project, or for completion of this project by others without written approval by the Came.hant. With the Consultant's approval, others may be permitted to obtain copies of the CAGE, drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CAGE, files shall be made at the full risk of that parry making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any 8 all responsibilities, claims, and liabilities. _IWA.IAMg6110 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS ..� 1 hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State OfUNInhill. Todd W. McLouth - PE License No. 20383 Date 02/05/21 Loucks Project No. 20327 Compacted Native Fill TWM Drawn By Material, Compacted to 95% of the StandardProci " Checked By TWIN nsity% STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN Varies SWPP PLAN se MNDOT 3149.2- Granular Borrow SWPP NOTES & DETAILS C4-1 UTILITY PLAN 4r SANI. SEWER PLAN & PROFILE - Embedment DETAIL SHEETS • Be Material TREE CANOPY PLAN MNOOT 314928 6" a. LANDSCAPE DETAILS ounda ion aterl MNDOT 3149.211 If Re Of see o 1} "Bc' Denotes Outsid Diameter of Pipe 2' 2' OU LEWISPipe Diameter ® Compacted native fill material/95.3 proctor MNDOT 3149.28 ® MN00T 3149.2H NOTES: 1. A sols Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149211 course filter099 9a re te. 2 P.V.C. MNDOT 3149.2- select anular b arrow with 1009. bedding g a3shall , passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. 3. Trench slopes shall conform to current OSHA rules and regulations; for excavations and trenches. CITYOFPIPE BEDDING CNWg�SSEK FOR P.V.C. PIPE REV6m V ,I ENGINEERING DEPARTMENT 19ATE 2203 FILE NAME :Q VNG SPECS 1.5" BIT. WEAR COURSE MN/DOT 2360 2357 TACK COAT 2" BIT. NON -WEAR COURSE MN/DOT 2360 9" AGG. BASE, CLASS 5 MN/DOT 3138 APPROVED SUBGRADE PUBLIC 2" BIT. WEAR COURSE M N/DOT 2360 8" AGG. BASE, CLASS 5 MN/DOT 3138 APPROVED SUBGRADE PRIVATE ■_=LOUCKS PAVEMENT SECTIONS LOUCKS PLATE NO. 2031 DRAWN 12/2016 MAJ •=r= M •4• •��� y-���2•'tri� ��� •e�/•�•i •1' RIPRAP IN •• :� 1 • PLAN •" - REQUIREMENTS L11. PIPE 1 • • GRANULAR FILTER REOUIRED TOUNDER • 1 -11 m. To All 73 to 38 CY �L.3 FABRIC OR EQUAL 54" AND UP 62 CY and up CL4 (Orse cubic yard is approximately 2.800 s, 2. i wC II _ I' -Grall Filter (MNOOT 3601.2B) SECTION NIS RIPRAP ew•.•w• •I.�w (MNDOTGY anulor Filter .1 : SECTION B -B Glacial Filter Type III NIS I I ( J DETAIL RAP • 1 Manhole Casting, Lid and Adjusting Rings (See Plates 2110 & 2111) 6" Concrete Collor Manhole steps shall be Neenah R -1981J, 16" or center. Steps Shall be on Downstream Side Unless Pipe Diameter is 18" or Larger AIS joints in manhole to have "O"ring robber gaskets. 5 will 4-0 ///---Pipe shall be cul off 4" from the - inside face of the manhole wall. I ,; ':" •'. --9 �-Precast Inverts Must be 1/2 of Pipe Diameter and Benches % SECTION VIEW Sloped 2" Toward the Invert Minimum thickness of precast base slab is 6" for 14' depth or less and increases to a minimum slab thickness of 8" of depths greater than 14' or if the structure is larger then 48" diameter. NOTE - 1. All dog houses shall be grouted both inside and Outside of the structure. 2. When the manhole or catch basin structure is constructed outside of the traveled roadway a witness post and sign (MH) shall be installed next to the MH 3. If a sump MH is required, a minimum surlp uep(h of 4' shall be constructed below lire lowest pipe invert it the strul. CffYOF CBAUSEN STANDARD STORM MANHOLE reEvlsEDao-le ENGINEERING DEPARTMENT PLATE no.: FILE NAVEG ENG SPECS 31 3100 mo LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services far use solely with respect to this project. These CADET files shall not be used an other projects, for additions to this project, or for completion of this project by others without written approval by the Came.hant. With the Consultant's approval, others may be permitted to obtain copies of the CAGE, drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CAGE, files shall be made at the full risk of that parry making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any 8 all responsibilities, claims, and liabilities. _IWA.IAMg6110 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS ..� 1 hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State OfUNInhill. Todd W. McLouth - PE License No. 20383 Date 02/05/21 Loucks Project No. 20327 Project Lead TWM Drawn By TRG Checked By TWIN Review Date STREET PLAN & PROFILE b CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C11-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANI. SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS 1-1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS E See City Plate No. 3107 for riprop placement. 80' from top or bottom of pipe. Anchor Provide 3 anchor clips to fasten trash guard to flared wind section. Hot dip galvanize after fabrication. TRASH GUARD SIZING 48"-72" 1 1/4"0 12" 1" H Anchor both sides. NOTES: 1. All reinforced concrete aprons shall be furnished & installed without trash guards, unless otherwise specified. 2. All new reinforced concrete aprons on new pipe shall have the joints tied back for the first 3 pints from the apron. 3. All new reinforced concrete aprons on existing pipe shall be tied to the first pipe adjacent to the apron. 4. Trash guards shol only be Placed on inlets when specified. COF FLARED END SECTION CIUPLVISE0:1D-i6 �� PULE NO.: ENGINEERING DEPARTMENT 3108 FILE NAME: G: G SPECS 3108 TYPICAL BITUMINOUS PATCH DETAIL EXISTING BTR)MIOUS SURFACE SAWCUT ALL BITUMINDUS EOL+L. (TYP.) 2" MNDO2360 SPWEA340C TACK COAT T 2357 2" MNDOT 2360 SPNWB330B 12" MIN. CLASS 5, 1CC% CRUSHED AGGREGATE BASE. PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CUSS 5 MATERIAL TO ACCOMMODATE BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. APPLY TACK TO ALL EDGES. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL 4- USE PLATE COMPACTOR TO CONSOLIDATE BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. RE -APPLY TACK TO ALL EDGES (IF NEEDED) AND PATCHED BASE AREA. 7. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 8. MNUOT 2360 -ORDINARY COMPACTION METHOD REQUIRED. 9. PATCHED AREAS SHALL MATCH ROADS EXISTING THICKNESS FOR SECTION. [MOF TYPICAL STREET 0 PATCHING BITUMINOUS REVISED: 1C -16 PLATE Na.: FILE HAMEG\ENG\bYEGS\5POPA ENGINEERING DEPARTMENT 52O2A SUGGESTED CONSTRUCTION SEQUENCING (NOTE TO DESIGNER: EDIT AS NEEDED TO MEET PROJECT REQUIREMENTS) 1. INSTALL APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION. 2. ALL DOWN -GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS. 3. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES, ESPECIALLY AFTER EACH RAINFALL EVENT. 4. INSTALL ALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, NATURAL GAS, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINAL GRADE OF BIORETENTION DEVICE. 5. ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION, LEAVE A MINIMUM OF 1 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROM CLOGGING. 6. COMPLETE, STABILIZE, AND VEGETATE ALL OTHER SITE IMPROVEMENTS. 7. CONSTRUCT AND VEGETATE BIORETENTION DEVICE FOLLOWING STABILIZATION OF CONTRIBUTING DRAINAGE AREA, ENSURE THAT CRITICAL ELEVATIONS, SUCH AS UNDERDRAIN INVERT, TOP OF MEDIA, TOP OF MULCH, AND INVERT OF OVERFLOW STRUCTURE (IF PRESENT) ARE CORRECT. 8. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED. GENERAL NOTES (NOTE TO DESIGNER: EDIT AS NEEDED TO MEET PROJECT REQUIREMENTS) 1. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION. 2. SEE MINNESOTA STORMWATER MANUAL FOR SUBGRADE PREPARATION. PLANT MATERIAL TOLERANT OF INUNDATION AND DROUGHT. NATIVE PLANTS RECOMMENDED. DEPTH REQUIRED TO DRAIN PRACTICE IN 48 HOURS OR LESS, NOT TO EXCEED 18". CURB GRASS PRE-TREATMENT STRIP UNDISTURBED, UNCOMPACTED INSITU SOIL- INFILTRATION RATES GREATER THAN 1 "/HOUR SUGGESTED MIN. PLANTING MEDIUM DEPTH 24" WITH A WELL BLENDED MIXTURE (BY VOLUME): 85-90% HOMOGENOUS CONSTRUCTION SAND 10-15% NATIVE TOPSOIL 3H:1 L MAXN BIORETENTION BASIN WITH UNDERDRAIN IGIIlllli Ill 6" PERFORATED SDR 35 DRAINTILE W/FILTER SOCK TYPICAL BITUMINOUS PATCH AROUND CASTINGS DETAIL SAWCUT ALL BITUMINOUS I (TYP.) EXISTING BITUMIOUS SURFACE 21/4" ABOVE CASTING I I 2" MNDOT 2360 SPWEA340C TACK COAT 2357 2" MNDOT 2360 SPNWB330B OR PATCHING NCTFS 1, SAW CUT AND TACK ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENCUG4 CLASS 5 MATERIAL TO ACCOMMODATE BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN UEU Or BASE COURSE MATFRIAI . 4. USE VIBRATORY SLED TAMPER ON BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. ONLY MNDOT APPROVED RELEASE AGENTS MAY BE USED OVER CASTINGS. 7. RE -APPLY TACK TO ALL EDGES (IF NEEDED) AND PATCHED BASE AREA. B. ROLL PATCH FROM EDGES TO CENTER, REMOVE OR ADD MATERIAL DURING ROLUNG SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES, CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 9. MNOOT 2360 -ORDINARY COMPACTION METHOD REDD RED. 10. PATCHED AREAS S-IAI I MATCH ROADS EXISTING THICKN=SS FOR SECTION. WYOF TYPICAL STREET PATCHING AT MANHOLES OR CHAriBt,SSEN GATE VALVES (BITUMINOUS) REVISED: 70-16ENGINEERING DEPARTMENT " No.: lux,NAME: C:\ENC SPECS\5]0]8 5202B BITUMINOUS STREET CHANHASSEN FIRE DEPARTMENT FOLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NOTES: SIGNS TO BE A MINIMUM OF 12" X 1B". 2. RED ON WHITE IS, PREFFERED. 3. 3M OR EQUAL ENGINEER'S GRADE REFLECTIVE SHEETING ON ALUMINUM IS PREFFERED. 4. WORDING SHALL BE: NO PARKING FIRE LANE 5. SIGNS SHALL BE POSTED AT EACH END OF THE FIRE LANE AND AT LEAST AT EVERY 75' INTERVALS ALONG THE FIRE LANE. 6. ALL SIGNS SHALL BE DOUBLE SIDED FACING THE DIRECTION OF TRAVEL. 7. POST SHALL BE SET BACK A MINIMUM OF 24" BUT NOT MORE THAN 36' FROM THE BACK OF CURB. 8. A FIRE LANE SHALL BE REQUIRED IN FRONT OF FIRE DEPARTMENT CONNECTIONS EXTENDING 5' ON EACH SIDE AND ALONG ALL AREAS DESIGNAIED BY THE FIRE CHIEF. "or'STi"�r "L9I1L°' P CURB CHANHASSEN FIRE DE. ARTMENT FIRE PREVENTION POLICY 06-1991 DATED JANUARY 15, 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING. WITH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. ❑C�I�TY OF FIRE LANE Cilell5� SIGNAGE REVISED: 1-10 PUTS NO.: -NGINEERING DE°ARTMENT 5218 RLE NMAE G: ENC SPECS 52'a SUGGESTED MIN. PLANTING MEDIUM DEPTH 24" WITH A WELL BLENDED MIXTURE (BY VOLUME): 85-90% HOMOGENOUS CONSTRUCTION SAND 10-15% NATIVE TOPSOIL 6"-8" PERFORATED SDR 26 W/FILTER SOCK SAND FILTER SECTION Typical Street & Traffic Sign Installations 9" x 42"Double Faced Traffic Sign i Aluminum Street Sign as Required MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., GORDO DRIVE -Both Directions - - - - - E 3 LB. 7' Upper Review Date Galvanized Steel STANDARDS DESIGN LOADS Galvanized Steel Sign Post ` E Past 2.42 IBS/FT. rc (2) 5/16" x 1" ,VA .n Post Bolts - c c Tamperproof A Anchor Plate with Washers r ao Kleen Break wosal aKamov War Model 425 or a 2' Min. jEqual. Cum MODEL#CC23 3 LB. 10' Anchor REVISED: 3-16 Concrete Installation Post -Pneumatically Odwn ENGINEERING Soil Installation E SEDIMENT TRAP 01-08-21 c MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., CONST DOCUMENTS E ' Review Date J STANDARDS DESIGN LOADS shall be Ice a pip. with Me pipe wHh tape or ` E pm oarxw. wsaw.,... elle wart tap ,VA e m..e.,.�•e�a N/A A , c7 ' crs Is Y xrAn t wosal aKamov War ap, a5 0 IV.. no o stole MODEL#CC23 MAIN LINE TRACER WIRE REVISED: 3-16 DETAIL ENGINEERING ADS NAME Q VNG\SPECS\511] DElff0OR PINE OKRgCW I - LEMM? OF NLIM ASSEUBLY Y OIk77FLdW 2 - rOP OF CJRB BOX r 10' FILTER ASSCN&Y CURB CG -23 HMH-ROW HCH-f10W Ni 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. CM OF CATCH BASIN CHMEN SEDIMENT TRAP RVISED' t -la ENGINEERING DEPARTMENT PLATE No.. 5302A W.F NAME: G: ENG SPECS 5 m �\C 1"-2" CLEAN CRUSHED ROCK .1 Iwox •0 0-. 0. 11•I Iaa s 0 �� �'I'��� SEA •2 .•X.y i'+� �. NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. C11TOF ROCK CONSTRUCTION MMSENENTRANCE REVISED: 1-10 CNGNEERING DEPARTMENT PwE No.: 5301 FILE NAMED: G\SFECS\5301 NOTES: L For Boulevard Location of Street Signs and for Traffic Signs, Contact Chanhassen Street Superintendent 952-227-1303. 2. For Material Specifications See Section 4.11 of Standard Street Specs. 3. Public Street Signs Shall be White Lettering on Dark Brown Background Double Faced DG3 High Intensity on 0.08 Aluminum. 4. For Private Streets, Signs Shall be the Same as Above, Except Lettering to be white on Blue Sockground. STREET AND TRAFFIC SIGN INSTALLATION DEPARTMENT PLATE No.. 5217 N eat to swm curbatop Trace wire ce north al of Noterese, plpin8 -� wo,ermaN (TYP)Ibyl Water exwea (TTP) Abcea ground se are box -rad! it hydrant flmge (am hydrant detail) wo0ce M,a on or 9:EC of fennaln piping 4 -Way tennemor 8 4-: 3 way connectors with Ivort Ympo- .n,. -I I- -Mufti -line lalerpl lug annotto, (TYP) trade atal [r -,-Fd nd tpes N1he cr-.boxroa 111 magr aime apandnp node (a - ..t., val damn) Hydrant (rdr) t - - 12 Awc .,aper acc.txo-blue (TYIP) 5: SEDIMENT TRAP 01-08-21 I I_ Wires shown ,wet tram for MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., CONST DOCUMENTS offs the ttomclarity. be retail on the 6. aide ESS BROS,, CORCORAN, MN. OR EQUAL Review Date PCCIT1fA770N5 AND STANDARDS DESIGN LOADS shall be Ice a pip. with Me pipe wHh tape or .vac pm oarxw. wsaw.,... elle wart tap ,VA urs^^•+r .=pl.l-aA vmr rrnan N/A a ern laza - oappi_ ' M• w ry srwevsem wnva nue or, reek. me m rooe c7 ' crs Is Y xrAn ,MACE'RACEWIR wosal aKamov War ap, a5 0 IV.. no o stole MODEL#CC23 MAIN LINE TRACER WIRE DElff0OR PINE OKRgCW I - LEMM? OF NLIM ASSEUBLY Y OIk77FLdW 2 - rOP OF CJRB BOX r 10' FILTER ASSCN&Y CURB CG -23 HMH-ROW HCH-f10W Ni 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. CM OF CATCH BASIN CHMEN SEDIMENT TRAP RVISED' t -la ENGINEERING DEPARTMENT PLATE No.. 5302A W.F NAME: G: ENG SPECS 5 m �\C 1"-2" CLEAN CRUSHED ROCK .1 Iwox •0 0-. 0. 11•I Iaa s 0 �� �'I'��� SEA •2 .•X.y i'+� �. NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. C11TOF ROCK CONSTRUCTION MMSENENTRANCE REVISED: 1-10 CNGNEERING DEPARTMENT PwE No.: 5301 FILE NAMED: G\SFECS\5301 NOTES: L For Boulevard Location of Street Signs and for Traffic Signs, Contact Chanhassen Street Superintendent 952-227-1303. 2. For Material Specifications See Section 4.11 of Standard Street Specs. 3. Public Street Signs Shall be White Lettering on Dark Brown Background Double Faced DG3 High Intensity on 0.08 Aluminum. 4. For Private Streets, Signs Shall be the Same as Above, Except Lettering to be white on Blue Sockground. STREET AND TRAFFIC SIGN INSTALLATION DEPARTMENT PLATE No.. 5217 N eat to swm curbatop Trace wire ce north al of Noterese, plpin8 -� wo,ermaN (TYP)Ibyl Water exwea (TTP) Abcea ground se are box -rad! it hydrant flmge (am hydrant detail) wo0ce M,a on or 9:EC of fennaln piping 4 -Way tennemor 8 4-: 3 way connectors with Ivort Ympo- .n,. -I I- -Mufti -line lalerpl lug annotto, (TYP) trade atal [r -,-Fd nd tpes N1he cr-.boxroa 111 magr aime apandnp node (a - ..t., val damn) Hydrant (rdr) t - - 12 Awc .,aper acc.txo-blue (TYIP) 5: PRELIMINARY SUBMITTAL 01-08-21 I I_ Wires shown ,wet tram for 02-05-21 CONST DOCUMENTS offs the ttomclarity. be retail on the 6. aide TWM Review Date e I of the Dipe be.or.d the The The eve C3-1 shall be Ice a pip. with Me pipe wHh tape or orirt-In nogesum grwnaing mode (TW) ct Ito plastic two a[ 5' Intervals. C3-3 y. Tr. terrorist. meet be mom enh the C4-1 gab, pppo pri `tam .,wer iSng keNblte C4-2 LLaacckk C8-1,2 ,MACE'RACEWIR T�N (WAFER) TREE CANOPY PLAN no o stole Gff OF MAIN LINE TRACER WIRE 0 C� DETAIL REVISED: Exx D*, DEPARTMENT 717 FlLE NAME G: ENG SPECS 5503 WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2" X 4" X 3' LONG WOOD POSTS, B REQ'D. NOTES, CONTRACTOR SHALL CONSTRUCI SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6' MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6• BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROJNO TDP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS r- MONOFILAMENT GEOTEXPLE FABRIC AS PER MNOOI TABLE 3886-1 (MACHINE SUCED). ADDITIONAL 8-10" OF FABRIC FLAP AT B070M OF BOX 0 N FABRIC FLAP BURY I 2" WASHED ROCK I' DEEP X 2' WIDE ��rrppC�1y1Tp�OpFp�ry SILT BOX SEDIMENT TRAP lr[llll1OIfFM EN REVIBEO: 1-10 ENGINEERING DEPARTMENT PLATE No. tJ302G FILE NAME G: \ENG SPEta 530Z/, . LouCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this projeaq or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that parry making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 11-09-20 PRELIMINARY SUBMITTAL 01-08-21 LOT LINES & GRADING 02-05-21 CONST DOCUMENTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State inn ota. Todd W. McLouth - PE License No. 20383 Date 02/05/21 Loucks Project No. 20327 Project Lead TWM Drawn By TRG Checked By TWM Review Date STREET PLAN & PROFILE CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C2-2 STREET PLAN & PROFILE C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C4-2 SANT. SEWER PLAN & PROFILE C8-1,2 DETAIL SHEETS 1-1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN 1-3-1 LANDSCAPE DETAILS NE caner of Sec. 3 Twp. 116, Rge. 23 Found Stare Monument ILU i� —/— eN rN r♦ a r♦ -/- K IOM ♦/ / �/ L/ L/ /'1 / 1 / w V. Oi e r ♦ r ♦ / -/- / i ♦ e / NE corner of Me w w / I / / / / / l / l l I \ / SE Quarter of the NE Quarter L/ L/ / / / \ / / v of Sec. 3, Twp. 116, Rge. 23,N CopI46535_\I\ 1 „ I A— I I I h I \• Cop,{9235 I 568029'16"E 205.56 152.56 5 00 ------ ----- / �__ Drainage & Utility I Easement Ir 110 m ✓ /-\ I I 10 I I I^ I 11 K 1 r- _ _ S79°44'lp'E 150_7g -1 r I .. C3 1 0 1 1 o 1 w ti I „1. I h Iw a 0 o L _ S79° ` 1 O J rnvW- r___ 44/12'E 150.78 1 = O O _ _ b 1` �Y, Drainage &Utility I ♦ ,L O I . Y % V Eosement % 1 � \y 0 P 00, - " J 1 015 5 48/E . T ` 0 , C, �1. � N��44g9 y. 10L N8209'39 "E r . N88°29'16"W 80.44 '8 'oma 0°j5 4 ao�B�� g1 ? ,p �`I- I p Ss„moo o I \` 1 I I ( / ♦ 1 1 of 4 ^I I I I I Y f, _1 v' �, Line parallel with the south line of Me Point 660 feet North SL Quarter of Me NE Quarter Utilityof the SE Comer of the / L — of Sec. 3, Twp. 116 Rge. 23 ��Drains e g & Easement SE Quarter of the NE Quarter — — — /i— — — — — — — i 11 0 — — � - — — of Sec. 3, Twp. 116, Rge. 23,` I -------------- I N87°72'20"W 281.07 \ I 1 A A / —/— / / r - I /I /\/ / Fes/-- .. A / —r/ /r- I 1 1 DEER HAVEN I I A / I / / / / A 1 I Nath line of the - L - / r r / L- L_ 1-1 SE Quarter of Me N£ Quarter of Sec. 3 Twp. 116, Rge. 23 -\ _ 1 1 198.00 1 I I Excep tion NE caner of Sec. 3 Twp. 116, Rge. 23 Found Stare Monument ILU i� —/— eN rN r♦ a r♦ -/- K IOM ♦/ / �/ L/ L/ /'1 / 1 / w V. Oi e r ♦ r ♦ / -/- / i ♦ e / NE corner of Me w w / I / / / / / l / l l I \ / SE Quarter of the NE Quarter L/ L/ / / / \ / / v of Sec. 3, Twp. 116, Rge. 23,N CopI46535_\I\ 1 „ I A— I I I h I \• Cop,{9235 I 568029'16"E 205.56 152.56 5 00 ------ ----- / �__ Drainage & Utility I Easement Ir 110 m ✓ /-\ I I 10 I I I^ I 11 K 1 r- _ _ S79°44'lp'E 150_7g -1 r I .. C3 1 0 1 1 o 1 w ti I „1. I h Iw a 0 o L _ S79° ` 1 O J rnvW- r___ 44/12'E 150.78 1 = O O _ _ b 1` �Y, Drainage &Utility I ♦ ,L O I . Y % V Eosement % 1 � \y 0 P 00, - " J 1 015 5 48/E . T ` 0 , C, �1. � N��44g9 y. 10L N8209'39 "E r . N88°29'16"W 80.44 '8 'oma 0°j5 4 ao�B�� g1 ? ,p �`I- I p Ss„moo o I \` 1 I I ( / ♦ 1 1 of 4 ^I I I I I Y f, _1 v' �, Line parallel with the south line of Me Point 660 feet North SL Quarter of Me NE Quarter Utilityof the SE Comer of the / L — of Sec. 3, Twp. 116 Rge. 23 ��Drains e g & Easement SE Quarter of the NE Quarter — — — /i— — — — — — — i 11 0 — — � - — — of Sec. 3, Twp. 116, Rge. 23,` I -------------- I N87°72'20"W 281.07 \ I 1 A A / —/— / / r - I /I /\/ / Fes/-- .. A / —r/ /r- I 1 1 DEER HAVEN I �I .3 aI .S A /- Southeast caner of the Southeast Quarter of Me Northeast Quarter of Sec. 3, Twp. 116, Rge. 23 VICINITY MAP NOT TO SCALE SECTION 03, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA BEARINGS ARE BASED ON THE EAST LINE OF THE SE 1/4 OF THE NE 1/4 OF SEC. 3, TWP. 116, RGE. 23, HAVING A BEARING OF S01'40'27"W. O DENOTES 112 INCH X 14 INCH IRON MONUMENT SET, MARKED "LS 48988" • DENOTES 1/2 INCH IRON MONUMENT FOUND, UNLESS OTHERWISE SHOWN O DENOTES FOUND Carver COUNTY CAST IRON MONUMENT 0 40 SCALE IN FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) II --5 II 5-i1 - 1+0 I I 1+0 BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED AND ADJOINING LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES, AS SHOWN ON THE PLAT. KNOW ALL PERSONS BY THESE PRESENTS: That Kenneth Ashfeld and Barbara Bersie-Ashfeld, husband and wif owners of the following described property situated in the County of Carver, State of Minnesota, to wit: That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at the Northeast corner of said Southeast Quarter of the Northeast Quarter; thence Southerly along the East line of said Southeast Quarter of the Nc rtheast Quarter to a point 660 feet North of the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the South line Southeast Quarter of the Northeast Quarter a distance of 281.07 feet; thence Northeasterly to a point on the North line of said Southeast Quarter of the Northeast Quarter distance 198.0 feet Westerly from the point of beginning; thence Easterly along siad North line 198.0 feet to the point of beginning, except the North 50.0 feet thereof, Carver County, Minnesota. Have caused the same to be surveyed and platted as DEER HAVEN, and does hereby dedicate to the public for public use the he drainage and utility easements as created by this plat In witness whereof said Kenneth Ashfeld and Barbara Bersie-Ashfeld, husband and wife, have hereunto set their hands this day of 20 Kenneth Ashfeld Barbara Bersie-Ashfeld STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of Signature Notary Public, My Commission Expires County Printed Name, Notary 2020, by Kerneth Ashfeld and Barbara Bersie-Ashfeld. U11 Y br CHANHAS RECEIVED OCT 16 2020 CHANHASSEN PLANNING DEPI" SURVEYORS CERTIFICATION r I, Max Stanislowski, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on tris plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.0 1, Subd. 3, as of the date of this certificate are shown and labeled on this Plat; and all public ways are shown and labeled on this plat. Dated this day of 20 Max Stanislowski, Licensed Land Surveyor, Minnesota License No. 48988 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this day of 20 , by Max Stanislowski, a Licensed Land Surveyor. Signature Printed Name, Notary Notary Public, Hennepin County, Minnesota My Commission Expires 20_ CHANHASSEN, MINNESOTA This plat of DEER HAVEN was approved and accepted by the City Council of Chanhassen, Minnesota, at a reguLlr meeting thereof held this _ day of 20 . If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the City or the prescribed 30 -day period has elapsed without receipt of such comments and recommendations, as provided by Minnesota Statutos, Section 505.03, Subdivision 2. City Council, Chanhassen, Minnesota 0 Mayor COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of By: Brian Praske, Carver County Surveyor Clerk COUNTY AUDITOR, Carver County, Minnesota I hereby certify that taxes payable in 20 and prior years have been paid for land described on this plat, dated this _ Bv- Crystal Campos , County Auditor COUNTY RECORDER, Carver County, Minnesota 1 hereby certify that the within plat of DEER HAVEN was recorded in this office this Document No. By: Kaaren Lewis County Recorder 20 day of day of , 20 , at o'clock M. as ■LOUCKS I I I �I .3 aI .S A /- Southeast caner of the Southeast Quarter of Me Northeast Quarter of Sec. 3, Twp. 116, Rge. 23 VICINITY MAP NOT TO SCALE SECTION 03, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA BEARINGS ARE BASED ON THE EAST LINE OF THE SE 1/4 OF THE NE 1/4 OF SEC. 3, TWP. 116, RGE. 23, HAVING A BEARING OF S01'40'27"W. O DENOTES 112 INCH X 14 INCH IRON MONUMENT SET, MARKED "LS 48988" • DENOTES 1/2 INCH IRON MONUMENT FOUND, UNLESS OTHERWISE SHOWN O DENOTES FOUND Carver COUNTY CAST IRON MONUMENT 0 40 SCALE IN FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) II --5 II 5-i1 - 1+0 I I 1+0 BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED AND ADJOINING LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES, AS SHOWN ON THE PLAT. KNOW ALL PERSONS BY THESE PRESENTS: That Kenneth Ashfeld and Barbara Bersie-Ashfeld, husband and wif owners of the following described property situated in the County of Carver, State of Minnesota, to wit: That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at the Northeast corner of said Southeast Quarter of the Northeast Quarter; thence Southerly along the East line of said Southeast Quarter of the Nc rtheast Quarter to a point 660 feet North of the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the South line Southeast Quarter of the Northeast Quarter a distance of 281.07 feet; thence Northeasterly to a point on the North line of said Southeast Quarter of the Northeast Quarter distance 198.0 feet Westerly from the point of beginning; thence Easterly along siad North line 198.0 feet to the point of beginning, except the North 50.0 feet thereof, Carver County, Minnesota. Have caused the same to be surveyed and platted as DEER HAVEN, and does hereby dedicate to the public for public use the he drainage and utility easements as created by this plat In witness whereof said Kenneth Ashfeld and Barbara Bersie-Ashfeld, husband and wife, have hereunto set their hands this day of 20 Kenneth Ashfeld Barbara Bersie-Ashfeld STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of Signature Notary Public, My Commission Expires County Printed Name, Notary 2020, by Kerneth Ashfeld and Barbara Bersie-Ashfeld. U11 Y br CHANHAS RECEIVED OCT 16 2020 CHANHASSEN PLANNING DEPI" SURVEYORS CERTIFICATION r I, Max Stanislowski, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on tris plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.0 1, Subd. 3, as of the date of this certificate are shown and labeled on this Plat; and all public ways are shown and labeled on this plat. Dated this day of 20 Max Stanislowski, Licensed Land Surveyor, Minnesota License No. 48988 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this day of 20 , by Max Stanislowski, a Licensed Land Surveyor. Signature Printed Name, Notary Notary Public, Hennepin County, Minnesota My Commission Expires 20_ CHANHASSEN, MINNESOTA This plat of DEER HAVEN was approved and accepted by the City Council of Chanhassen, Minnesota, at a reguLlr meeting thereof held this _ day of 20 . If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the City or the prescribed 30 -day period has elapsed without receipt of such comments and recommendations, as provided by Minnesota Statutos, Section 505.03, Subdivision 2. City Council, Chanhassen, Minnesota 0 Mayor COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of By: Brian Praske, Carver County Surveyor Clerk COUNTY AUDITOR, Carver County, Minnesota I hereby certify that taxes payable in 20 and prior years have been paid for land described on this plat, dated this _ Bv- Crystal Campos , County Auditor COUNTY RECORDER, Carver County, Minnesota 1 hereby certify that the within plat of DEER HAVEN was recorded in this office this Document No. By: Kaaren Lewis County Recorder 20 day of day of , 20 , at o'clock M. as ■LOUCKS I 1 1 I I �I .3 aI .S A /- Southeast caner of the Southeast Quarter of Me Northeast Quarter of Sec. 3, Twp. 116, Rge. 23 VICINITY MAP NOT TO SCALE SECTION 03, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA BEARINGS ARE BASED ON THE EAST LINE OF THE SE 1/4 OF THE NE 1/4 OF SEC. 3, TWP. 116, RGE. 23, HAVING A BEARING OF S01'40'27"W. O DENOTES 112 INCH X 14 INCH IRON MONUMENT SET, MARKED "LS 48988" • DENOTES 1/2 INCH IRON MONUMENT FOUND, UNLESS OTHERWISE SHOWN O DENOTES FOUND Carver COUNTY CAST IRON MONUMENT 0 40 SCALE IN FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) II --5 II 5-i1 - 1+0 I I 1+0 BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED AND ADJOINING LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES, AS SHOWN ON THE PLAT. KNOW ALL PERSONS BY THESE PRESENTS: That Kenneth Ashfeld and Barbara Bersie-Ashfeld, husband and wif owners of the following described property situated in the County of Carver, State of Minnesota, to wit: That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at the Northeast corner of said Southeast Quarter of the Northeast Quarter; thence Southerly along the East line of said Southeast Quarter of the Nc rtheast Quarter to a point 660 feet North of the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the South line Southeast Quarter of the Northeast Quarter a distance of 281.07 feet; thence Northeasterly to a point on the North line of said Southeast Quarter of the Northeast Quarter distance 198.0 feet Westerly from the point of beginning; thence Easterly along siad North line 198.0 feet to the point of beginning, except the North 50.0 feet thereof, Carver County, Minnesota. Have caused the same to be surveyed and platted as DEER HAVEN, and does hereby dedicate to the public for public use the he drainage and utility easements as created by this plat In witness whereof said Kenneth Ashfeld and Barbara Bersie-Ashfeld, husband and wife, have hereunto set their hands this day of 20 Kenneth Ashfeld Barbara Bersie-Ashfeld STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of Signature Notary Public, My Commission Expires County Printed Name, Notary 2020, by Kerneth Ashfeld and Barbara Bersie-Ashfeld. U11 Y br CHANHAS RECEIVED OCT 16 2020 CHANHASSEN PLANNING DEPI" SURVEYORS CERTIFICATION r I, Max Stanislowski, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on tris plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.0 1, Subd. 3, as of the date of this certificate are shown and labeled on this Plat; and all public ways are shown and labeled on this plat. Dated this day of 20 Max Stanislowski, Licensed Land Surveyor, Minnesota License No. 48988 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this day of 20 , by Max Stanislowski, a Licensed Land Surveyor. Signature Printed Name, Notary Notary Public, Hennepin County, Minnesota My Commission Expires 20_ CHANHASSEN, MINNESOTA This plat of DEER HAVEN was approved and accepted by the City Council of Chanhassen, Minnesota, at a reguLlr meeting thereof held this _ day of 20 . If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the City or the prescribed 30 -day period has elapsed without receipt of such comments and recommendations, as provided by Minnesota Statutos, Section 505.03, Subdivision 2. City Council, Chanhassen, Minnesota 0 Mayor COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of By: Brian Praske, Carver County Surveyor Clerk COUNTY AUDITOR, Carver County, Minnesota I hereby certify that taxes payable in 20 and prior years have been paid for land described on this plat, dated this _ Bv- Crystal Campos , County Auditor COUNTY RECORDER, Carver County, Minnesota 1 hereby certify that the within plat of DEER HAVEN was recorded in this office this Document No. By: Kaaren Lewis County Recorder 20 day of day of , 20 , at o'clock M. as ■LOUCKS LEGEND � / r-_ A , , r / I I t i / -1 / I / � � 0 FOUND OPEN IRON MONUMENT »— STORM SEWER UNLESS SHOWN OTHERWISE �- L_ / 1v/ r/ ., I =* A r. r. l I -r I ^ > SANITARY SEWER r - -I- // t I' - 1 L I L I I / / // / /A1 // \ I / ' Q SET 1/2 INCH X 14 INCH IRON I WATERMAIN / 1 A -/_ r _ Proposed Street / / . % / t - / F - - MONUMENT, MARKED "LS 48988" Easement -L ----- L - � i / L. - •� •` /° � _ '--->----->--- MAPPED SANITARY SEWER ♦ / \ -- 1-- 105 AS 1 1"1- ,+ —1022- raj / /j 17 AS -4 , ' I Arrf— o � O FOUND CAST IRON MONUMENT ELE UNDERGROUND ELECTRIC WIL wL 13"A51 +�EL1 'C -i0 41?�, ° r 0"ASN o—O—�'�C�: X135"ASLryY}1� /1 _- ' + t IIVA51 ® FOUND STONE —GAS— UNDERGROUND GAS A A / / 12"A — - — _ . • 1022 11 :E31C7 I 1 - - ,.zj�--sa i / S / + /_I i- it / i u _ /� 1 / 1 / / I 155^AS 1 1o24- — — — — — 1 A 1 o ' z5"1A11 _ ' —' ' - RECORD DOCUMENT —TEL— UNDERGROUND TELEPHONE ✓ 1-4 / / / ♦— --/-1024-r - v L_ L_ / l - - -_ _ . , r` / , - _ - THSC ELEV. r�THRESHOLD al OVERHEAD UTILITY N r . I -Y- r I / � i/ �� A/ r- I q—� I N n 1T I - - -- I - TOP NUT HYDRANT 1o2s� �, / v �-: n TMH —o—o— CHAIN LINK FENCE ;) J 1,351, uo r' i \ 1 — _� 1 -- i�OjT ois o a n �trc� 7� '%+It u lam. ® CATCH BASIN —O—°— WOOD FENCE _ I ,Ty Q STORM MANHOLE ' " O CONCRETE CURB +iz5 MA 1\ / CI3 I ^ _ O SANITARY MANHOLE ® RETAINING WALL .o •'6 C / / RIM- 1021 36 / , _ �< 15" RCP --� C °ze. 2051.56 INV=1017 B7 .✓' ♦ / I p''1�•r HYDRANT -.T.- BITUMINOUS ZZs ` 1 zs 4 `, 5" 31 RIM -1021 �r- `�tiVSMH 1022 08 GATE VALVE CONCRETE / \ 5.56( \ srMH L' / j-y-------�-----__ _ -100504 2 10 + INV=101691 F. ^ 'WA 1 ^ EXISTING BUILDING / t11 5" WA 1 • INv-1016 67 w; TUCKED © ELECTRIC METER r ♦ INV=1005.07 N; S �g'12l v " \ ( I a: ® GAS METER CONTOUR r / 10 10 s� �, ♦ 1 e ♦ v r I (`y „972.5 SPOT ELEVATION / + +12"qS l . \ 10z8 ` F GUY WIRE 18 A �' ♦ 1 a♦ \ • I LIGHT POLE ` Lb 1 C C(. V �. 1 \+� I -`, � CONIFEROUSTREE +1s.�'As� `Ct�c� �YA7 —� / I ` 29"WA,, Owner: Michael & Michelle %1 I O POWER POLE I 1 , / O o c SITE DATA ® TELEPHONE PEDESTAL F / L DECIDUOUS TREE I / \ / 13"AS1' —,1032_ 1111",v �. Areas • SERVICE CLEANOUT LoUCKS ii 1,% h �5/ 6� Lot 1, Block 1 = 15,148 +/- square feet or 0.35 +/- acres ® ADDRESS POST AS ASH MA MAPLE■■/.i1..MA�i7.5"ASI \/ Lot 2, Block 1 = 15,079 +/- square feet or 0.35 +/- acres I Lot 3, Block 1 = 18,012 +/- square feet or 0.41 +/- acres H HAND HOLE Ap APPLE PI PINE �°� 1 � _ -/ I Y ♦ Lot 4, Block 1 = 47,843 +/- square feet or 1.10 +/- acres m CURB STOP Be BOXELDER WA WALNUT PLANNING - - - /'%I I / ;, v OUTLOT A = 26,297 +/- square feet or 0.60 +/- acres CIVIL ENGINEERING On 6�4i ♦ \-1• I- I o EL ELM sP SPRUCE �& I / /034�r�'� Total Plat Area = 122,379 +/- square feet or 2.81 +1- acres LAND SURVEYING Ha HACKBERRY LANDSCAPE ARCHITECTURE ° o'��`i _ I v♦ j E X239 r!. 35"wAl- _ ENVIRONMENTAL r DESCRIPTION OF PROPERTY SURVEYED Q) J.�_10 /-` l -- Q - 7200 Hemlock Lane, Suite 300 1 / v , Q' +21 "WA 1 (Per Schedule A of the herein referenced Title Commitment File No: 2164018-14405) Maple Grove, MN 55369 %I ; f 1 0/ 763.424.5505 0 H I (�1 f 1 036 �, k That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota, described as follows: www.loucksinc.com -1036— — — _ �+ — I '' Beginning at the Northeast corner of said Southeast Quarter of the Northeast Quarter; thence Southerly along th � East line of said Southeast Quarter of the I I/ p` ` I Northeast Quarter to a point 660 feet North of the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the i T 2 %� %5"wn 1 South line Southeast Quarter of the Northeast Quarter a distance of 281.07 feet; thence Northeasterly to a point on the North line of said Southeast Quarter I i 1p30 of the Northeast Quarter distance 198.0 feet Westerly from the point of beginning; thence Easterly along 'sad North line 198.0 feet to the point of beginning, except the North 50.0 feet thereof, Carver County, Minnesota. I 1 'As 2+ Y I / O 1040- - Records of Carver County, Minnesota. • • • • • 15"AS 1 I o , _ 's�t`4 - / g CADD files prepared by the Consultant fog this project are GENERAL NOTESnat.meents of the Consultant professional services for e solely t0 me respect to this projeThese CADD files shall not be used j J X1042-0 project. These other projects, for additions to this project, or for completion ' _ / ` SURVEYOR: OWNER/DEVELOPER: X1040- of this projeConsultant, With the Consultantct by ethers without written approval by the s ' Loucks Ken Ashfeld approval other may be _ 1 permitted to obtain copies of the CADD drawing files for 7200 Hemlock Lane Suite 300 6480 Yosemite Ave. Indermeten and ,ef.,.,. only. All intentional or unintentional Maple Grove MN 55330 a ieons additions, or deletions to these CADD fins shoo be _ P Chanhassen, MN 55331 made at the full risk of that parry making suc+r revisions, additions or deletions and that a hall hold harmless and indemnify the J Owner: Mark R Randall 763-424-5505 consultant from an party dame, and liabilities. sP ; yy — 1042— 612-581-8716 L Y. 25 �.:-+_ a 364, 2 / I - 1 I 1. Prepared October 13, 2020. • % 15" / 10/14/20 PRELIMINARY PLAT ISSUED e � I h I /I 2. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conductin 3 the fieldwork is 6840 Yosemite Ave. 9 I ,� l♦� ``/ / �, 3. The Gross land area is 122,379 +/- square feet or 2.81 +/- acres. Y2'r_ _ , rl V1044 ` \ lou to -20- 0 0 1I ; ` 4. The bearings for this survey are based on the Carver County Coordinate System NAD 83 (1986 Adjust). 3\ 5. Benchmark: MnDOT GALPIN MNDT RESET 17 5"MA 1-- 3 <r• X99 I it / I Elevation = 951.47 (NAVD88) Site Benchmark: T.N.H. on the east side of Yosemite Ave and 150.0± feet south of the driveway entrance to tie subject property. utility easement per 271 I 9000 ! I ut Elevation = 1027.88 (NAVD88) 1% AI Doc.No. 184214 F`J I \ '00� ° / ✓ � � � � b. We have shown underground utilities on and/or serving the surveyed property per Gopher State One -Call Ticket Nos. 202402368, 202402364. The / \ �,� / / / 9 I °-J"qs,, - - - - - - - _ following utilities and municipalities were notified: I hereby certify that this survey, plan or report was p rpt � 1 4 + -� — — — — — — — — — _ _ _ prepared by me or under my direct supervision and that ,f I ,[ 9 / ? I am a duly Licensed Land Surveyor under the laws of I \ Y E 3 A 1 • / City of Chanhassen (952) 227-1300 Centurylink (800) 778-91��0 theStateof Minnesota 215"ELI-+ _ N 0'15 I / ,sf/ dIrCenter Point Energy (612)321-4421 -4999Xel Energy (800)895 Max L. Stanislowski - PLS 11�Utility easement per ��� NB3�19"E License No. 48988 p - - -1 0 0 — .1 / 101 i. Utility operators do not consistently respond to locate requests through the Gopher State One Call service for surveying purposes such as this. Those Date 10/14/20 Doc.No. 184215 _ — e 1 " _ c- _ - - 1;r? \wo> \ �`� N88,2916 VY 80.-44 ,p/ -, , utility operators that do respond, often will not locate utilities from their main line to the customer's structure or facility. They consider those utilities sale O i "private" installations that are outside their jurisdiction. These "private" utilities on the surveyed property or adjoining properties ma not be located • • • Ms 0 30 60 SCALE IN FEET PROPOSED DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) II �- 5 II 1+0 I I 1+0 - - - 1 - - J L - - 1 - - - BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED AND ADJOINING LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES, AS SHOWN ON THE PLAT. \c_-- n 4. � j Y I \10 ` s \ io' W ' < \ v���'(9•y / / /�� 10 r %. since most operators will not mark such "private" utilities. A private utility locator may be contacted to investigate these utilities further, if requested Loucks Project No. 20327 j ` 10 i by the client. Project Lead MS 1034 I ii- Maps provided by those notified above, either along with a field location or in lieu of such a location, are Mery often inaccurate or inconclusive. Drawn By NL CN EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE Checked By MS REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 811 or (651) 454-0002. Field CrewMA I Owner: Kathryn J & Luke P Berscheit 442 ���j 1018 6. Trees shown hereon are 8 inch diameter at breast height or greater. Other trees, less than 8 inches, may be on site but are not shown hereon. xlsnec 3wy01Ne / I i 7. Terms and Conditions of Easement Agreement dated June 27, 1994, August 25, 1995, as Document No. 184414. Li > U Shown ereon along the west side of the property. 63rd St 8. Terms and Conditions of Easement Agreement dated June 27, 1994, August 25, 1995, as Document No. 184.215. �� m Shown hereon along the west side of the property. Oir Q _ 1- - 9. The field work was completed on September 15, 2020. 82 `l� SITE E Y_ ---------- L -' 1 J �j 4 Im 10. The sanitary sewer line appears to be outside of the easement at the SE corner of Lot b, Block 3, PHEASANT HILLS 4TH ADDITION is o I } �Oye c; •I ZONING INFORMATION �, 36 i 1 I I Current Zoning: "RR" (Rural Residential District) r Any zoning classification, setback requirements, height and floor space area restrictions, and parking requirements, shown hereon, was researched to the 41 i I best of our ability and is open to interpretation. Per the City of Chanhassen Zoning Map and City Code, on October 12, 2020, information for the subject I j property is as follows: ✓' II Current Zoning: RR" (Rural Residential District) Proposed Zoning "RSF" (Rural Single Family District) ,-Edge of Wetland oslocc-ed by 9� I / KJOLHAUC EN'VIRONMEN Owner: Susan Jorgens, PRELIMINA • / I I SERVICES COMPANY L - _ _ _ _ _ _ _ _ I on 09/23/2020 Current Setbacks: Proposed Setbacks: CITY OF CHANHASSEN • - - - - - - - - - - - - - - - - -LAT I Front 50 feet Front 30 feet RECEIVED - - - - - - - - - - J Side 10 feet Side 10 feet OCT 16 2020 I N87'1220••W i Rear 50 feet Rear 30 feet I 1 n A / -/-/ /r- 281.07 / OF 'L.1 / 1 / / F1// Height 3 stories or 35 feet Height 3 stories or 35 feet I / /NII/1l -/-, l CHANHASSEN PLANNING DEPT / I h el 61 / �aF" U7 23 YN UV ISff' pa SgYq' U g�8 Y a ,lick - Emas I I LLJ fill 3d 363I �� P rY =$t z £ t 2m:> O C.i W 9i8iq i hilt ppaa pp ii ? i ga§ _ 1191163:111811133,111pMI 'Edd e s d Ss i3E; "c_ § YS U3 �• o •a_i E�ooea eoiove ..:. ����� � E � � @ 3���A�44s �� � aE � t"e f k E # a 8 B HI i A E{ a ee cc y {} tg ({ yf 331#I a3 1 3j �F3 f `4 S 1 6 3 :: I Jill 3t = MA S 3c3L1 Q 31 IR 0 3 ' LEGEND • . , .. �i i i r • s«waeeswox lmoMAasr —»— sTmts6Wsx a_ ._ i i' i' • i C. 11All •_ • ., _ pie o aT trewax[4 aC]Ila«! 1— wAlEw4a t .-. _ �_ rens - 1 w«umar.we® Isawm• -a s r r DEER HAVEN - sone®waraarsewx r a a— Iwtx°faw+ro mzr,w.e 6480 YOSEMITE AVE_. .. .. ._ n r r rs ' --' �= eAvarrselgn vrearAp uruv R 1 - �_.. `:, aw raxurx•oaANr -a-4- asnrs va rtes¢ o SrOIMaMXXpE wlgSIECUPB v , ' 1 LYYIPPYMM'Ig1F >— V.ETAINWC WALL / - .SBB79'16i'vvr 203.38 __ I O xroPwsr 0 amused. / /5258ri 51W w uT6vxvz 0 coxcMre oasrncwilaxc KEN ASHFELD I v 1 f m ossar EP—et Co.. r GV•WaE ors5 s .. \ • •- _ SpTEIP/AIgN ".. v ea - D wen rare _ mnraxas,� T - it '/ • ' i�v4_ -;'s ��s�' Q t 1i II _ �•-_SITE 8DATAiV/Areas 9 m teaS °I2Bd15.0]+/-a least nara:emttrr u ee " afmm,'m 0®w•.lenwauwr ■ LO'UCK'• S ListiI.Bosci 18,012 Actuate firat or Ix1 tort 6. BI 67,813.squea feat se 1.10+avp duse PLANNING CMLENGINEERING 122.3 ,.��::- _s OUiLOTA 262)9]+//- feata0b0+/-r1st,.-eves ••IND SURVEYING Tub R.--_ -- _ Plat Area =9+ -square ea(zes o Bw �� DINDSCAPE ARCHRECNRE Wim( -____ ENVIRONMENTAL :, - ---_ DESCRIPTION OF PROPERTY SURVEYED _- qY ( _ _ _ _ 72W Hemkh Sun. 330t-. O Mage Gm -' MN 55369 's Q (Pe Schedula Aofthe herrd Ida n referenceCommtmeno:610 t Fla N2118-I,Pl )63.424.5505 1 That part of One Southeast Quarter of the Northeast Amer df he Nocton it Township etQ Range 23, Carver County, .f said a, dmvibed rt follows www.l.uda,czom Beginning at the Northeast comer feet said North of he Quarter of cam NoNsed Quarter, thence Southerly along the East ne of thence Southeast Owner of the (v Q - NoMeest Quarter st a point 6W feet North o! the Southeast comer 1, said Southeast Quarter o me NA Point Quartz, thenoe Westerly parallel with don T 2 h x South line Southeast Quarter of the Northeast Quarter a distance M IB1.0) feet; thence Northasredy to a point on the Nod line of said Southeast Quarter '� o " of the Northeast Quarter distance 198.0 feet Wartedy from the point of beginning; tlwnce Usually along Siad North line 198.0 feet to the point of beginner, except the North 50.0 feet thereof, Carver County, Minnesota. Records of Carve County, Minnesota. 10 0 0 0 0 ra -f-WrIlIffro ' 0111 -- 1W ^s - GENERAL NOTES WN SURVEYOR: OEROEVELOPFR: Loucks Ken Ashbld 7200 Hamlocir Lam, 5uire 300 6180 Yosemite Ave. Maple Grove, MN 55330 Chanhassen, MN 55331 763424-5505 612.581-8716 I \ 1. Rapared October 13, 20241. ^, 2 The address. if disclosed! in devxnanb provided to a obbired by the wrveyor, w observed while coMuctirg don w Raldwk is 681re 0 Yemhe Aw. 18114,28 oREUMINAav PIAT 55UEo g ( 3. The Gross lard sea is 122,379./- square feet or 2.81./ ayes. Ilia�- v' ,y- - 3. _p t I < The bereirrs f«this survey are based on the Carrier Cowry Coordinate Nystam NAD 83(1986 Adjust). 3� I h .-_ 5 n BechmahA : MnDOT GLMRESETPIN NOT RET ' _ Daemon -951.47 MAVOee) Site Benchma& T.N.H. m Uo east side of Yosemite A•e and ISO.Ox feet s of the driraway w"me w the wbjtt poperty. I A, Devanon- 102).88(NAVD88) e� + _ I i / �✓ i 6 ^9 envoy property pe Gopher Sete Ona -Call Ticket Nos. 202/02368 202402364. TM -�.\ I ,i _.�,------------- E following utilities and municipalities, lrtifwd: oda _ a 1 G _____Spj0j548E��•'�:.�, �. ______-_____ City ofomniseem (952)443-2840 Conrerlink gy (63)n8_911 1Q ua%'r>, `1 "% Xcal Energy (Boot 8954999 4�ffi��E N 1�5b / License NOs.. 48980 �H y a Utility operators do not consistently respond to locate radiantsgh throuthe Goph« oa State One Call words for surveying purposes such as this. Those ts �Ye� 10114/20r - j utility operators that do respond, often will not locate un lites from their main line to the customer's structure acility. faThey consider those uti 'Private' installations that are outside their jurisdiction. These'p^vara- utilizes on the surveyed Property «adjoining properties, may cot be litiaz y4m92 -- f-_ r _ _ _ - located 4\ i d,s8'w/ / /� since most operetors will not mark such'private' utilities. A private utility, locator may be conbcred to investigate these oiliness further, if requested Leucc, Project No. 20327 b \` SId:\! `�� b /// / Www .�` by the client protectLea! MS \ -- - I ,azs ii. Maps provided by those notified above, either along with a field location a in lieu of such a location, are very often inaccurate or inconclusive. Drawn By NA / / / 1 — _ EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAXES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE Cne4N By MS REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LPAST 48 HOURS IN ADVANCE AT 811 a(651)4540002. Feld Gee MA — • 6. Trees shown hereon are 8 inch diameter at Brost height «great«.Other trees, less than 8 inches, may b on site but ere cot shown hereon. ). Tams and edn along he E rest al of this em dated Jure 27, 1994, August 25, 1995, as Document No. 184211. - f I Shown ha.aon along Ota west side al this properly. 0_ =o , B. Terms aConditions of Easement Agreement damd Jure 2), 1994, August 25, 1995. as Document No. 184215. 60 la■I_�IL—J •v' w,1 1 ________1 Shown Mw rn along this west aide erty of the prop. ALE SCIN FEET i — 9. The field work was completed an September 15, 2020. _ 1 4 rywtsi 1 10. The sanitaseer line appears to be couturier of M of deasement at e SE comer of tot 6, Blod, 3, PHEASANT HILLS HILLS 4TH ADDITION weaves Alou�am®roadelowrs. `- 1 ( ZONING INFORMATION vowW era�9orrosewu I •� Commit Zalirg:'RR* R«al Residential District) ii Arty z irg classification,andtssetback interpretation. height and flow span area resbietom, and Citkirg re, of October shoves hereon, was researched a the best er w. ability ed is open to interpretatim. P« the City of Chanhassen Zoning Map and City Code, on Oaob« 12, 2020, information f« the subject Properryis; esfollowa: 18 IyyY _--1__J L--1_-_CummtZni,g:'RR'(RwalResidentiel District) Proposed Zoning-RSF'(Rural Single Family Dennis) CITY OF CHANHASSEN n Currentelb SaAs: proposed d,; RECEIVED vcsrarwwmw,Ixasson■ewsz _ _ _ _ _ _ _ _ aorAt®AwAgosatatmtaB uo __--__ From0 feet Front 30fast BB19 r9wnewsml,Ix�vrlaWa , -J R. Wfeet Side lO feet aor ren. aaoangsesoaded , 1 s _ Byr/2]pi Bill --- / Rex 50 feet Rear feet OCT 16 2020 IaR .K9XMalpNwEMT 1 -„.� Tr ` r , Ir a _ Height stories «35 (set Height 3st es«35 feet - a.r. lir .. =; • / I r CHANHASSEN PLANNING DEPT w a co Z z¢Z Jd 2 w U U S Q S U ----- �:__ pS 4� � d �•�' ��'t' v ; �.� of '� -. -. i' i3Y! w N - - a Z Q U ti w a co Z z¢Z Jd 2 w U U S Q S U xaMIMWm •_ _r . r _ _. • Wine,5£PUG-M aro MC 0.wM _ SC 0.vfs WMeM G I Exception / i IJ26 / rOrNNNe a utllh 1 $✓ rlr 1 1 I iT I yI I IZ 1 let .z 1 • �.A l8 i I £ I ` r' urea. a Urry I 1 A•rA•� Eo_lont---.I 1 .�o f-_ 1 1 y- I' I r- Y' in 1Y /aNesr/w For OF rei 1 or Far 1-1 ae0 .1 In _l`i YOear e/aM xF P.+*w L_NM1P 3S ,s AUtlity areacmrwwm o —1 ———EeGvhara -- i % -- 40.vAmFE2 as W —rl pc. — — — i : ii: itai •' : - I I I 1 I I I I �I I I I I I I I I DEER HA VEN caws I ser. x ry. severe ¢J Fired sew ua.l ' t; — — — — rd--k—?.dr.-----J - — — — — — — — — — f" MM,S------I = L L VICINITY MAP TI .� lacitoscua_ ; I SECTON 03, TOWNSHIP 116, RANGE 23, GAINER COUNTY. MINNESOTA aunCV POE eNE OF FAST wEOf THE SC V4 OF 1r1r NE 114 Of SEC.3,Tw.11p a4E a3. HPNHGA9fAPIXLOF501'WP'W. 0 ttmim s1/sl1114INCH RON MOMUMFM ser. MlPxm' Horror' is coati Ia IKH i MONUMEW F ND, UNl65OTIFAMiE1HGWN R mrS Or W Cues COUNTY e .I.N.Osaw. is- e 0 40 SCALE IN FEET MYNgCE ant URRY FMEMFNIs IsesnJWN,xlls: wotrosrxE, II II 5 y tyo I I to ®L s FFT N MOnL IINffi Or•9w5E NFK R1xM,0ANIG1pTINQNp earc,oraTNwmR lx�onaas\� eora,m. wo wla..rp mrrusw,v taHM9gw�ONTlEnwi. KNOW ALL PERSONS BY THESE PRESENTS: That Kenneth Ashfed ant Barbara Berrie-Ashfald, husbard and wife, owners of the following described property shorted in the County of Career, State of Minnesota, to we That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at the Northeast comer of said Southeast Quarter of the Northeast Quarter; thence Southerly alar the East line of said Southeast Quarter of the Northeast Quarter to a point 660 feet North of the Southeast comer of said Southeast Quarter of the Northeast Quarter; thence Westerly parallel with tlw South line Southeast Quarter of the Northeast Quarter a distance of 281.07 feet; thw,ce Northeasterly to a point on the North line of said Southeast Quarter of the Northeast Quarter distance 198.0 het Westerly from the point of beginning; thence Easterly along Siad North line 198.0 feet to the point of beginning, except the North 50.0 feet thereof, Carew County, Minnesota. Have caused the same to be surveyed and platted as DEER HAVEN, and does hereby dedicate to the public for public use the he drainage and utility easements ae created by this plat In witeess whereof said Kenneth Ashfeld and Barbara Bersie-Ashfed, husband and wife, have hereunto set their hands the _day of M- Kenneth AsMeld Barbara Beree-Ashleld STATEOFMINNESOTA COUNTY OF The tangoing imwnent was acknowledged before me this day of Printed Name, Notary Notary Public. _ My Commission SURVEYORS CERTIFICATION 202D, by Kwaeel AsMald and BMbana Borrie-Ashfad. I, Max Staniskinvo i, do hereby tartly that this plat was prepared by me or under my direct supervision; that I am a duly Ucwwd land Surveyor in the State of Minnesota; that this plat is a comment, representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be co met y set within one year, that all water boundaries and wet lands, as defined in Min." Statutes, Section 505.01, Subd. 3, an of the data of this certificate we shown and labeled on this Plat and all public ways are dawn ant labeled on this plat Dated this _day Max Stanisbwrk. Licensed Land Surveyor, Miami License No. 48988 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoer, irsstvnent was a laowledged before are this day of M0 by Mea Stanisbwebi, a Ucemed Lard Surveyor. Signature Printed Name, Notary Notary Public, Hennepin County, Minnesota My Commission Expires 20_ CHANHASSEN, MINNESOTA This plat of DEER HAVEN was approved and accepted by the City Council of Chanhasen. Minnesota, at a regular meeting thereof held this _ day of 20_ If applicable, the written comments and .acommendatiorc of the Commissioner of Transportation and the County Highway Engineer have been rauhed by the City ortW prescribed 3 cay period has elapsed w;thod receipt of such comments and recommendations, as provided by Minnesota Statutes, Section 505.03, Subdivision 2. City Council, Chanhassen. Minnesota By Mayor By: Clete COUNTY SURVEYOR. Carver County, Minr,aub Pursuant to Chapter M, Minnesota Laws of 1971' Uwe Plat has been approved this day of By. Brien pri Carver Cwmy Sraval OWNTY AUDITOR, Carver County, Minnesota I hereby certify that saxes payable in 20 and prior years have been paid for land described on this plat, dated this day of CITY�IesrA,pas.ls�ss_L.a�+ By VR�EVCIlEIVfYEi1Dl'1J�r. Crystal Campos. County Auditor OW NTY RECORDER, Carver Gouty, Mimawts I hereby certify that the within plat of DEER HAVEN was recorded in this office this dry of Dooanent No. By. Kaaren Lewis County Recorder OCT 16 2020 CHANHASSEN PLANNING DEPT on LOUCKS DEER HAVEN CHANHASSEN, MN PRELIMINARY SUBMITTAL: PRELIMINARY SITE, GRADING, UTILITY, LANDSCAPE & PLAT SHEET INDEX C41 COVER SHEET C7-1 EXISTING CONDMONS PLAN C1.2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3.2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C&1 DETAIL SHEET L1-1 TREE CANOPY PLAN L2.1 LANDSCAPE PLAN L3.1 LANDSCAPE DETAILS CITY OF CHANHASSEN RECEIVED OCT 16 2020 CHANKSSEN PI NNING DEPT :■ LOUCKS PROJECT AREA c m �® �M CONTACTS m, OWNER KEN ASHFELD 6480 YOSEMITE AVE. w +O^ CHANHASSEN, MN 55331 CIVIL ENGINEER LOUCKS 7200 HEMLOCK UNE TODD MCLOUTH, PE SUITE 300 TEL: 763-424-5505 MAPLE GROVE, MN 55369 Y �e z[ dGzt f•' U s � a j(!l�iifi'T� NItL'It � !'f �_' �aEa9 g����������� p � � 3 gg t � _ J 3 a .��1l�i�l„ 't tt,t,j: R ,t ; �;tt a �I�=a � B a ,-�n �i ll;l:lllli!! �lti �a ����a eocdoS3ae3� �Sywy eee gg .: fill �l�; �a � (3 aLaa33aba3a3 Boil 1 e g 1 HIM 1 111[1 �ill r______________ I I I I I I {{I I I I I I I I I 1 I I --------------- I 1 In : p 6 I� �,• •� a u, a R i i 8 I i ---------------- c I I I I I ---- I I I I I I _ _ I I I I I I 1 I I 1 ------ 1 1 If § ,|.), ƒ / | \) | | , �w p a of !'p'a�c!�! 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I II II QII a�`��:11 I1L1111'jINJlil �`'{'�QnirliL� n ull�� : q 6 \ '. II 11 11 � }ILII II II II �LI nn�nllnZ 11 II II iInII II II II:IL�LI Jill �� L , 6°'9 g 5gill Iq5QM s 11 II � � ILL7CullllJ 11=11=.II II 11- llzsllll]LulCll II 'll. JI=11=11 R 11- fine i 3:�s a p33tl �ffi 1111 @p@p �atl�6�3i6Y g2� i YY Mild .•, - {F{�j98�5i � eiAe d Hill Q e� all � 11 II:nJI¶II f I IL 11 1�I,11�11�111111. I II II QII a�`��:11 I1L1111'jINJlil �`'{'�QnirliL� n ull�� \ '. II 11 11 � }ILII II II II �LI nn�nllnZ 11 II II iInII II II II:IL�LI ,�,,Flrn°nuirl nLynJlnlLir 11 II � � ILL7CullllJ 11=11=.II II 11- llzsllll]LulCll II 'll. JI=11=11 R 11- Hill J . . all § §��` .101111111,1111i lilt i! | :m � [ � rm , mid (| � ,� | ��| ��L Owl 4i— l10 ��.1 } Owl 4i— pill lilt, v x; a I:���jj�i��� lit 3!4 1€b€x �33E33fi7�33� : , y 8 e t Bp n_ a 8g i@9 u RIB e .; a v €a O WOOD ., .. DUCK 1 ANE r_ 9-1 I MG2 f I0I1H 6 W Q1 Z`V • • � M�4nms�B�IUnanv�wmvTa�v �u¢[ miws�w� [ t +�; of I!� �8 FsagL �rEd�so3333333333 y 8 e t Bp n_ a 8g i@9 u RIB e .; a v €a O WOOD ., .. DUCK 1 ANE r_ 9-1 I MG2 f I0I1H 6 W Q1 Z`V • • � M�4nms�B�IUnanv�wmvTa�v �u¢[ miws�w� v�2 j;j 9 C9Ex�� O i33 �j� ;jtft1l{l'jii� woo l:jti''•jls,i :�l:�l�li�i a ii;� Esq a 12; �f �a_� �Ed� a bo333b333 all' ityQ 111. 1 H HIM a 5:'epfiE�f � E 8 e a ell 4# i 4 3 eae b 102 11"111 1 %; ill m�Mill a Ili: 8 a @ 3� �� �zo i Y Ito i e a"n € apt HIM@( g@� � �� �j� p_ g q@g j � $ l U# pip'o� pi = N g�iE .a gg`ES C ONO sao #ill M a OHIO H E � P1 386 14 8 H cs €R 1 a a r SHEET INDEX CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN 1-3-1 LANDSCAPE DETAILS CITY OF CHANHASSEN RECEIVED OCT 16 2020 CHANHASSEN PLANNING DEPT DEER HAVEN CHANHASSEN, MN PRELIMINARY SUBMITTAL: PRELIMINARY SITE, GRADING, UTILITY, LANDSCAPE & PLAT • T PROJECT AREA CONTACTS OWNER KEN ASHFELD 6480 YOSEMITE AVE. CHANHASSEN, MN 55331 CIVIL ENGINEER LOUCKS 7200 HEMLOCK LANE SUITE 300 MAPLE GROVE, MN 55369 TODD MCLOUTH, PE TEL: 763-424-5505 :■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHR RE ENVIRONMENTAL 7MHe Lara. Suite 300 6Lp4 Grave. MN 55369 763.620.5505 �.:.r...r.w.,..r.rrr mal Y.rrlFGm wa.�r 3o+aae PaeweuRraeNmAL lisrr No.+m. rwmrt 20383 W1e 161620 tea. Project N. 20327 Prgect lead TWM Dm By TRG U yed By T4M Ravi.. Dene 1D1620 COt COVER SHEET Ct-1 IXISTING mNDmoN PLAN C1-2 DEMOL PL Q -i SIZE PIAN C3-1 GRADING a DRAINAGE PL 62 $W PP PIAN C3J SWPP NOTE58 DETAILS ut PIAN B1 AIL DETAILSHEET L1.1 TREE CANOPY PLAN Lbl LANDSCAPE PLAN Llt LANDSUPE DEruIs Point of beB'vn*S i1anoa Easterly alor5 cried North fine 198.0 e>tapt the Neth 50.0 het 6.md, Carver County. Minnesota. The eddn a, if discdsd in doavmerna prwlded m or ob ained by the surveyor, or obsn.d Mule conduc n,, Ba f akIwoA is 6840 Yosemite Aei. Tbe b wrings fw this su w an hued on dss Caner Corny Coodinam System NAD 83 (1 986 Adlso Ben-hmarlu WDOT GALPIN MNDT RESET Elsaeon - 951.47 (NAVD88) Site Bendvurb: T.N.H. on the east side of Yosemite Aw and 150.D feet amM of the dr vewey entmoo, to the wbjsci property. Hanoi - 10VM (NAVD8R) We hove shown uMergnueW udlides on erd/w ming the ae v,.d property per Gopher SMB Udall7xk t Nos 20102368, 202402364. The following w8des and m idpaRtls were nobfad: though the Gopher State Y -penton dwt do re -pond. r a sbu-wn or facility. They 9p • �.-�r.i� \ruv' ��. `Y� I T -r" f 4 Cit � } C DIGGING, YOU ME REWIRED BY UW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 811 or(651)454W . I LAJ4 C81 mi AIL51IAN DETAILSPLAN L1-1 TREECANOPY PIAN 6. Traes shown hemon an Birch diameter at brwt IaigH m 9leater. Other trees, less then 8 indes, mry be on sire but an not shown hewn. t31 _. _ — - - x " — — x 1 >�h,.✓ -,. . a 2. Tema and Conddmns d Easmamt deed June 27,1994, ALWat 25,1995, u Agreeme I x I OtNvmetn No. 184214. Shown hereon Janp the west oke d tha pioparty. 8. Tema aril Cor4e d Ewrrenn Agneenant dated June 27, 1991, Augtat 25,1995, as Doomatn No. 184215. Shawn bonen Jong the vest aka of tM Property. I 1 I I I 9. Th. field ..noyh ws.'Ierivel. September 15, 2V10. j 1 i -ii. I 10.ThE/SMff. Blo3, Ii.17� A�ssjtto bewroide d the easement ement an SE mrcr la Block 3, UMRSOFLOUDLf51ARFY I , I I I I I - °� x � I ou eaoverau ucl I I I I 1 1 1 I µl � ® Gopher State One Call nxnanrsswssus.® laswgn�aantaa I I I I I I I I I I I I I I I I vl I I -- I I I I I I I I I I I I w+wa I A I I I I I 0 30 60 _____________ SCALE IN FEET i■ LOUCKS PLANNING CML ENGINEERING IANDSURVEYING LANDSCAPE ARCHITECPURE ENVIRONMENTAL 7200 Hemlod Lane. sui@ 3110 Mania Grow, MN 55369 763.424.5505 www.budoincmm M1620 PRELIMINARYSUeNIMAL mvdb+-+�^a ra Yw DeeNo.r w38T Date 1416 m L-utJa Pn N-. =7 P'eject lead TWAt da,.n By TING Gerbil By TWM R, - Date 10.16A C61 0tCOJFa SHEtt WSTNG CONDIIgNSPLAN C1.22 DEMOL1110N PIAN CDt SITE PIAN C3.1 GRADING 6 DRAINAGE PIAN Cit SAD PLAN C SWPP NOTES 6DEPUTY I LAJ4 C81 mi AIL51IAN DETAILSPLAN L1-1 TREECANOPY PIAN LD1 PIAN t31 NDSO PAPE LANDSCAPE OEP41L5 RfMOVE EX gETMNING WALL X RFAMWE EXISTING ORNEWAY \ Vl� \ RBUiQ EX \ PAVENIENT OR EITUry INSTALLATION \ REPLACE DL CURB FOR UIIITY INSTNSfAUATION REANJVE MISTING TREE, TW. I I I I I I I I I I I I I I i I R I c t4t I M1 I � I I � I 1 I I I I I I I I I I I - - - - -y - - - - - - - - - - - - m SITE DEMOLITION SPKIFICATIONS- 1. COFORACTOR SNAIL REMOVE ANDVR RFLOUTF IXBITNG PRIVATE UIil111f5 AS NDESURY. CONTRACTOR TO COORDINARACTMTIFS V/IDT UIILD' COMPANIES. 2. CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FORREMOVAL B. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WDHIN CONSTRUCTION LNIITS, STRIP TOP E REFER SOIL, AND STOCKPILE ON-SITTO GRADING PLAN AND SW PPP DR MOMENT AND EROSION CONTRIX REQUIREMENTS 1. CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SM DEBRIS PRIOR TO GRADING. Afl. V B RSUD hIATTRIAL SHALL BE HAULED ISEMLY. EROSION CONTROLL MEABMEASURESURSHAL E IA E MTELYESTABBLISHEDUPON aR REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN TS\VPPPI. S. CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WTIHIN REMOVAL LIMITS UNLESSOMFRWIS NOTED. R 6. BITUMINOUS PAVEMENT REMOVAIS ARE TO BE MADE TO A VERTICAL SAW CUT g OR TO A NEAT WILLED EDGE. y. CONCRETE PAVEMENT, SIDEWALK CURB b GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING MANSION OR CONTRACTION JOINT. SAW M AS NECESSARY FOR A NEAT EDGE OF RH.IOVAL. B. ALL RJEMOVAL ITEMS SILLLL BECOME THE PROPOOY OF THE CONTRACTOR UNLESS SPECIFIED OMUNIM AND SIML BE DISPOSED OF OFF -SIE IN A MANNER MEETING ALL APHICMIE IIEGULATIONS. :■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 72W HNnlmk L,r ,Sulo 390 MVV Gmue, MN MM9 763.0215505 www.bucloNcmm 9. THE CONTRACTOR SHALL BE RESPONSBLE FOR THE REAq AND M A¢MEM Of ALL SIGNS, MAILBOXES, ETC. 10. ANY DMMGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE _ RfSNNSNUIY' OF THE CONTRACTOR AND SHALL. BE REPAIRED Oa REPLACED TO ORKANAL CONDITION WITH NO ADTMICN COMPENSATION. lO1bX! PRELIMINARY SUBMRTAL DEMOLITION LEGEND I I I t SDEWALKS, ISLANDS, ETC RDmOVE EXNTING CURB & GLITTER a • • • •""- RETAINING WALLS, PAVEMENT MARMNGS, WOOD FENCE B BILLBOARDS, FTG �N.Mm4eaernwvsm�� REMOVE EXISTING STORM O o.a..a4••.>w...�e.e.o.�e..ee.. :■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 72W HNnlmk L,r ,Sulo 390 MVV Gmue, MN MM9 763.0215505 www.bucloNcmm 9. THE CONTRACTOR SHALL BE RESPONSBLE FOR THE REAq AND M A¢MEM Of ALL SIGNS, MAILBOXES, ETC. 10. ANY DMMGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE _ RfSNNSNUIY' OF THE CONTRACTOR AND SHALL. BE REPAIRED Oa REPLACED TO ORKANAL CONDITION WITH NO ADTMICN COMPENSATION. lO1bX! PRELIMINARY SUBMRTAL DEMOLITION LEGEND REMOVE EXISTING CONCRETE PAVING, SDEWALKS, ISLANDS, ETC RDmOVE EXNTING CURB & GLITTER • • • •""- RETAINING WALLS, PAVEMENT MARMNGS, WOOD FENCE MEN BILLBOARDS, FTG �N.Mm4eaernwvsm�� REMOVE EXISTING STORM O o.a..a4••.>w...�e.e.o.�e..ee.. SEWER, OR WATER STRlIRL1RE `d REMOVEUISTINGTREE X .•mw.IMMR liwue NR. IW83 Dab 10.1620 lEflIGI Gr State One Call Gopher Lo bPma No. 20327 TwMafYAP.G uuFampt ® ggxllT tou FRLE lamssz, l4 TRG darn By TRG CMhed By TVrM R—D64 16161 WARNING: rNz LYNTRiCTq{ sMu N LF9ONLRl raR LaBP1O Iaa LOFATR}LS a Au f1m1Nc V4116 T1aY v4LL CLOFVATL vmm Au Veam m.PANFs N CD1 COVFF SFE£T M4MNMlLTH4RN6 AlIU/09 afi.OfAIION CF IIfB CIA EiB$i1NG CONDDRJN$%AN TIa mNfPrceal vwL mvFKT unu sTAn a.( uu M B1iH®l M C1-214 DEMDUTON HAN LfMf Y IW6 N APMMQ FOR TIE LOGTdb Q .Yl INT NVB. Cbl SRE PIAN [ANB,mwulipg AfAIf1016. vNYTAOR onE[Fu®necnite RFFau C GRATING BDRARUfaE PIAN NLOIG T[ (DMucln slwL RB`M a mI!n TIE Aqh LVM OMN® C32 SWPP PIAN 2 a.RRac mNsmLCTION AT w LOST ro TN[ aN1fE C3.3 SM'P NOTESBDEfAXS (L1 PLAN ETAL DETAR SEEET Y-1 TREE CANOPY PIAN LI- 12-1 WR)SfiBpEPLAN L31 LANDSCAPE DEfARS 0 30 60 I I I I I I I I �- AX6MBR�N44.m, I 1 - I 1 1 1 1 I w9 1 1 In 304 50.8 FASBABRLIE \ \ M NDARY UNE J EDGE a BTTUMINous PAVEMENT L____________________________�I \ \ \ '+ N \ RERACE ER Pn...._... o \ CURB EOR SWRARY SEWER \ � CONNFCION V� \ 1 � 1 I I � 1 Lor LINE I I sa> SA 1 LSI I 1004 I I 1 I I I 1 1 I I I I 1 I I I I 1 I I I i I / I I I I I I LO_- I I PRI VA � ROAD OU7LOT A 1--- 0A IT" 1 I STORMBONp I 1 I V I I I I I I I I I mo 10 10A I - - STORM POND • • 3. 1HEClRE1RILE0a SHNl TNi Nl fRECAUEKNIS NElaSVTY TO AYLMU PNPFRTY DNMQ TO ADEM PRCPEREIES DURING THE CONSTRUCTION PHASE OF MIS PROBCT. TM CONIRACEOB IO 30 60 MLLMH¢DRESIONABLENJRANYDAASAGESTOADyQMPROPgT1ESaRLIWBN MMG THE f.ONSTRL1lTgNPHASEa THISPRO)ECE. A THECONERACTOBARRIAES WARNING AND MNMNNINGTRAND CONTROL SU.LE IN FEET OVCE ME AS MO%TMENTOfF.RAFFIC SIGNS. gRECIgNAL SIGNS. FLAGMENESE DI GHTSTO CONTROLTMEMOVE ENGI OFTRAFFICTO FREPI-A LAMENT. TY. FICODN ff ROL THEE DEVICE SHNt BE APPROVED BY THE ENGINEER PRXNR TO PLACEMENT. ENT OF CONTROL ATIONS T ND I CONFORM TO ME APPROPRUTE MINNESOTA OfPABTMEM OF TBANSNRTATION STANDARDS. I I _ I I eI "i I H p I � d I 9 I qcq 1 E I $ I L I I I t I I I I I I I I I I I I I I 1 I I I 1 I I I I I I17 I I I I I _ - - _ _ _ _ - - _ - �L - - CENm ON I 1 - - - EXISTING STNG- - I- O 5. INACCORDANCEW GENEMLLYACCEPTEDCONMR ONPRACTICES,THECONT MWILL BE SOLELY AND CCMHETELY RESPONSIBLE FOR NNDTTIO1f ON THE OR SITE, INOUgNG SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERIFORMANCE OF THE WORK THIS REQUIRE NT WILL APPLY CONTINUOUSLY AND NOT BE LIMBED RM TO NORMAL WORKING HOURS. 6. THEg OE THE ENGINEER OR THE MUOFU TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACEORS PFAFpLMANR Is NOT INRNOFD To INCLUDE REVIEW OFTHE ADEpIACYOF THE CONTRACTORS SAFETY MEASURES IN, OR NEAR ME CONSTRUCTION SITE 7. BEFORE BEGINNING COMTRUCgTN THE COATI TOR SHAU INSTAL EROSION AND sEDM1EMAT CQVTRIXMFARMINMCORDANCT:W NPOFs PEMYFREQUMFAYNIS. BEST MA Nff RNCTKES.STATE AND LOCAL UQUIREMENTS AND THE MARLS SHOWN ON THE DEFNL51EEfL510F 1HE PROECT DANS. y NAL CON6IRUCTION PERMITS. APrtIGLTIONSAND FEES NtE TE RESPDEIDBNIYOf THF Y CONIRIGTOR 9. NLEMMNCESAND CONNfCIIOM TO CElY 51REFR MKlMCIX6fRUCIFO PER 11E ILEQIIIRFA1FM50FTM STATE ANO LOCAIR�1HfCp1ERACfO1LYWIBF ,py R6PONESBIE PORAL PD4YI5AN0 NOTIfIUTpHS AB REQURIiD. } IB.ALLSTREETRfP mDPATCHNGME4IMPERFORMEDMF ERFQUMEMEN MG EO . ALL REQUICCONTROL SHALLRE MINNESOTA DNUAk F UNIFORM RAND OONR BDIEWESEO PFIf THE PSQl11RFMfMS Ci THE WNNESOTA MANUA OF UNIFORM iMSfIC COMIIOL DfVICFS IM ER ANDEED ALL RESTS SDENLAGNAGE BTRHICAT FUMIfRS M'0 fIAGCD6 A5 NRDFD.ALR1B11C51RFET551NLL BE CPEN TO TIUFEIC AT AL TIMES. II.ADBAI AL EXISTING STRUCTURES. BOM RIMIC AND ATE TO TM PROPOSED GRADES WHERE D6NRBED AND COMPLY WITH AL REQUIREMENTS OF ME UM" OWNERS. STRUCTURES BEING RESIT TO PAVED MEAS MUST MEET OV ERS REQUIREMENTS FOR TRAFFIC LWgNO 12.EKimNG TOPoCAAPHY PRONOED BYY-p KS ASSOCNTES. TOPOGRAPHIC wRVEY DATED 11WI6. • 13.SJBGMDE PREPARATION SHALL BE PF360RMFD IN ACCORDANCE WITH MNDOT 2112. ME TOP FEET SHAU BE CCMIPACIFD TO H10% OF TINE STANDARD %IOCTOR DENSITY. 14.• .REGATE BAY SHALL BE MNDOT 2211 CTAS S. COMMOTION SHALL BE BY ME QUAUTY C A DON METHOD. 15.11ANT MIXED BTTUWNOUS PAVEMENT SHALL BE CONSTR ET BD IN ILCORDANCE WITH MNDOF 2310 WITH MIK DESIGN AS SHOWN ON THE DE ARS. COAVACTION SHAU M BY THE ORMNMY COAWACTON METHOD. 16.00NCIC RB&GUTRRSHALL M PERFORMED IN KCORDANCE WITH MNDOT 2531.O.AUNG SHALL BE BY THE MEMBRANE CIMING METHOD. DSANSg1Y RKNR EVERY "FEET AT ALL FIXED CMRCTS. CONTRACTUFE "Hn EVHIr 10 FEET. 17.ODNCREn WALK 9441 M PFNORMFD IN ACCORDAN3 WITH MNDOT 2521. LAKING Y64L M BY ME MEMBRANE LIMING METHOD. EXPANSION JOINTS AT ALL FIVES OBELIS. CONDtACTION RENTS EV 5 FEET. - - - � 1n NORDNG HOURS ARE 7AM.7PM(AY]NWr.FRIMnAND9NA-7PM1SSTuaonY.lA411011R NorKi LS RfQUTRED NJRSATIMD.Sr N9RK 11 19.ME CONTRACTOR MUST HAVE A OTY Lx3N5f. ° I g 20.A OTY RYWE-0-WAY PERfM B 11FQU1RfD TO WORKING WITHIN CITY ROW. R tr i 5 i g$ 8 SITE PIAN LEGEND - O BITUMINDS PAVEMENT G4L &STMT YW pp ® Gopher State One Call DIYAG 41131® 1(Y 16:11f039.114 SITE NOTES 1. ALL PAVING, CDNOETE CUM, GUTTER AND SIDEWALK SHALL M EUBiSHfD AND INSTAIN IN Il1DRgVEE WITH THE MARS 91ONN RR THE MAIL "TIES AND STATEADUL NR6OILlON REQIIMEMENR. 2 ACCFS9MEPARDNG AND ACCFSSIME ROUTES NNILMRIOJIDED PFRNRHNL wA sinNOnRDsnND LauIhTATE BEQuwEMDm. 3..LLL NRB W.1fN510N5 s110WN NEE ro ME E.SSS OE CUM uNLE55 oTNERWLSF NOTED. ANL BUILONG DNIFNEONS MEIOME 031510E iAQ O WALL UNFSS OMERWBE NOTED. S. TYPIGLL FM SEED PARTING STAG 6 B X IB UNLESS OMf i NOTED. 6. NLNMRAgISNN1MSA UN1Ess OTHERWLSE NOTED. 7. YFSM ¢FCIRKAL PIAN FORST lIO1TINc. B. Ri N AROTEECNML SITE PUN FOR BUILDING SETBACIS. WARNING: M WNAN.TP 9W3 R 110%YNLf Itl fALLNL IW IAAlHT6 fi AM DI61111G MIIB IIkY 9WL tYp9AR 'MM Al VMY fA1W.W6 _ Mwne�NCMwRXYV AMo3ramarwTnNarua � M QX.TMf} 9WL RNEKT 6AQ STATE dE Wl AT 411111 l Al � IFAST a HO114 N NN.SN3 IQ M IMAlIp6 Of .V111EK9CAAM MI6. ._ - WIB,(DNggISA6, MV1RKq VNV8P0118 FL9®STOKTAEf S6O4 OGOIG M mNNKIOF 9W1®N QI ®1.MR M.SFUF M1B16MV® 1 Xac menLCTa a w �r ro M owYa. i■ LOUCKS PLANNING CNiL ENGINEERING UND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 H-1. Lara, Suite 300 Ma'k G•mre, MN SS369 7634215505 waix.Iouc%�M.mr. 10.1610 PRELIMINARYSUBMMT �M Ism MSPw.I6ti•� ue. en Lio�v N9. MiRX DF4 10.1620 GENERAL NOTES 1. MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER •COFFER STATE ONE WL• PRIOR TO PG CpMIFNCINCAM EFAgNG E](CAVATxIN alL uNDfaGRWNO NORK TW41 1 THE cONTRACTORSIu1LN¢D vDBfY LouTpNs /iNO ¢EvnTla6 of ER6TINc urTnND 161630 TCVpf31MXC FFATUIIES PRR)R TD COMNFNCFNfMOf CONSfRUCIgN AL1MfY. THE QIP MANS. TOR SHA NOT% HE NGINEOOAN O6OEPMgESORVARNTONS fROA E FUM. 3. 1HEClRE1RILE0a SHNl TNi Nl fRECAUEKNIS NElaSVTY TO AYLMU PNPFRTY DNMQ TO ADEM PRCPEREIES DURING THE CONSTRUCTION PHASE OF MIS PROBCT. TM CONIRACEOB IO 30 60 MLLMH¢DRESIONABLENJRANYDAASAGESTOADyQMPROPgT1ESaRLIWBN MMG THE f.ONSTRL1lTgNPHASEa THISPRO)ECE. A THECONERACTOBARRIAES WARNING AND MNMNNINGTRAND CONTROL SU.LE IN FEET OVCE ME AS MO%TMENTOfF.RAFFIC SIGNS. gRECIgNAL SIGNS. FLAGMENESE DI GHTSTO CONTROLTMEMOVE ENGI OFTRAFFICTO FREPI-A LAMENT. TY. FICODN ff ROL THEE DEVICE SHNt BE APPROVED BY THE ENGINEER PRXNR TO PLACEMENT. ENT OF CONTROL ATIONS T ND I CONFORM TO ME APPROPRUTE MINNESOTA OfPABTMEM OF TBANSNRTATION STANDARDS. I I _ I I eI "i I H p I � d I 9 I qcq 1 E I $ I L I I I t I I I I I I I I I I I I I I 1 I I I 1 I I I I I I17 I I I I I _ - - _ _ _ _ - - _ - �L - - CENm ON I 1 - - - EXISTING STNG- - I- O 5. INACCORDANCEW GENEMLLYACCEPTEDCONMR ONPRACTICES,THECONT MWILL BE SOLELY AND CCMHETELY RESPONSIBLE FOR NNDTTIO1f ON THE OR SITE, INOUgNG SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERIFORMANCE OF THE WORK THIS REQUIRE NT WILL APPLY CONTINUOUSLY AND NOT BE LIMBED RM TO NORMAL WORKING HOURS. 6. THEg OE THE ENGINEER OR THE MUOFU TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACEORS PFAFpLMANR Is NOT INRNOFD To INCLUDE REVIEW OFTHE ADEpIACYOF THE CONTRACTORS SAFETY MEASURES IN, OR NEAR ME CONSTRUCTION SITE 7. BEFORE BEGINNING COMTRUCgTN THE COATI TOR SHAU INSTAL EROSION AND sEDM1EMAT CQVTRIXMFARMINMCORDANCT:W NPOFs PEMYFREQUMFAYNIS. BEST MA Nff RNCTKES.STATE AND LOCAL UQUIREMENTS AND THE MARLS SHOWN ON THE DEFNL51EEfL510F 1HE PROECT DANS. y NAL CON6IRUCTION PERMITS. APrtIGLTIONSAND FEES NtE TE RESPDEIDBNIYOf THF Y CONIRIGTOR 9. NLEMMNCESAND CONNfCIIOM TO CElY 51REFR MKlMCIX6fRUCIFO PER 11E ILEQIIIRFA1FM50FTM STATE ANO LOCAIR�1HfCp1ERACfO1LYWIBF ,py R6PONESBIE PORAL PD4YI5AN0 NOTIfIUTpHS AB REQURIiD. } IB.ALLSTREETRfP mDPATCHNGME4IMPERFORMEDMF ERFQUMEMEN MG EO . ALL REQUICCONTROL SHALLRE MINNESOTA DNUAk F UNIFORM RAND OONR BDIEWESEO PFIf THE PSQl11RFMfMS Ci THE WNNESOTA MANUA OF UNIFORM iMSfIC COMIIOL DfVICFS IM ER ANDEED ALL RESTS SDENLAGNAGE BTRHICAT FUMIfRS M'0 fIAGCD6 A5 NRDFD.ALR1B11C51RFET551NLL BE CPEN TO TIUFEIC AT AL TIMES. II.ADBAI AL EXISTING STRUCTURES. BOM RIMIC AND ATE TO TM PROPOSED GRADES WHERE D6NRBED AND COMPLY WITH AL REQUIREMENTS OF ME UM" OWNERS. STRUCTURES BEING RESIT TO PAVED MEAS MUST MEET OV ERS REQUIREMENTS FOR TRAFFIC LWgNO 12.EKimNG TOPoCAAPHY PRONOED BYY-p KS ASSOCNTES. TOPOGRAPHIC wRVEY DATED 11WI6. • 13.SJBGMDE PREPARATION SHALL BE PF360RMFD IN ACCORDANCE WITH MNDOT 2112. ME TOP FEET SHAU BE CCMIPACIFD TO H10% OF TINE STANDARD %IOCTOR DENSITY. 14.• .REGATE BAY SHALL BE MNDOT 2211 CTAS S. COMMOTION SHALL BE BY ME QUAUTY C A DON METHOD. 15.11ANT MIXED BTTUWNOUS PAVEMENT SHALL BE CONSTR ET BD IN ILCORDANCE WITH MNDOF 2310 WITH MIK DESIGN AS SHOWN ON THE DE ARS. COAVACTION SHAU M BY THE ORMNMY COAWACTON METHOD. 16.00NCIC RB&GUTRRSHALL M PERFORMED IN KCORDANCE WITH MNDOT 2531.O.AUNG SHALL BE BY THE MEMBRANE CIMING METHOD. DSANSg1Y RKNR EVERY "FEET AT ALL FIXED CMRCTS. CONTRACTUFE "Hn EVHIr 10 FEET. 17.ODNCREn WALK 9441 M PFNORMFD IN ACCORDAN3 WITH MNDOT 2521. LAKING Y64L M BY ME MEMBRANE LIMING METHOD. EXPANSION JOINTS AT ALL FIVES OBELIS. CONDtACTION RENTS EV 5 FEET. - - - � 1n NORDNG HOURS ARE 7AM.7PM(AY]NWr.FRIMnAND9NA-7PM1SSTuaonY.lA411011R NorKi LS RfQUTRED NJRSATIMD.Sr N9RK 11 19.ME CONTRACTOR MUST HAVE A OTY Lx3N5f. ° I g 20.A OTY RYWE-0-WAY PERfM B 11FQU1RfD TO WORKING WITHIN CITY ROW. R tr i 5 i g$ 8 SITE PIAN LEGEND - O BITUMINDS PAVEMENT G4L &STMT YW pp ® Gopher State One Call DIYAG 41131® 1(Y 16:11f039.114 SITE NOTES 1. ALL PAVING, CDNOETE CUM, GUTTER AND SIDEWALK SHALL M EUBiSHfD AND INSTAIN IN Il1DRgVEE WITH THE MARS 91ONN RR THE MAIL "TIES AND STATEADUL NR6OILlON REQIIMEMENR. 2 ACCFS9MEPARDNG AND ACCFSSIME ROUTES NNILMRIOJIDED PFRNRHNL wA sinNOnRDsnND LauIhTATE BEQuwEMDm. 3..LLL NRB W.1fN510N5 s110WN NEE ro ME E.SSS OE CUM uNLE55 oTNERWLSF NOTED. ANL BUILONG DNIFNEONS MEIOME 031510E iAQ O WALL UNFSS OMERWBE NOTED. S. TYPIGLL FM SEED PARTING STAG 6 B X IB UNLESS OMf i NOTED. 6. NLNMRAgISNN1MSA UN1Ess OTHERWLSE NOTED. 7. YFSM ¢FCIRKAL PIAN FORST lIO1TINc. B. Ri N AROTEECNML SITE PUN FOR BUILDING SETBACIS. WARNING: M WNAN.TP 9W3 R 110%YNLf Itl fALLNL IW IAAlHT6 fi AM DI61111G MIIB IIkY 9WL tYp9AR 'MM Al VMY fA1W.W6 _ Mwne�NCMwRXYV AMo3ramarwTnNarua � M QX.TMf} 9WL RNEKT 6AQ STATE dE Wl AT 411111 l Al � IFAST a HO114 N NN.SN3 IQ M IMAlIp6 Of .V111EK9CAAM MI6. ._ - WIB,(DNggISA6, MV1RKq VNV8P0118 FL9®STOKTAEf S6O4 OGOIG M mNNKIOF 9W1®N QI ®1.MR M.SFUF M1B16MV® 1 Xac menLCTa a w �r ro M owYa. i■ LOUCKS PLANNING CNiL ENGINEERING UND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 H-1. Lara, Suite 300 Ma'k G•mre, MN SS369 7634215505 waix.Iouc%�M.mr. 10.1610 PRELIMINARYSUBMMT �M Ism MSPw.I6ti•� ue. en Lio�v N9. MiRX DF4 10.1620 P1`NAM Own By, PG CJ4dW By TW41 RBSieMf� 161630 mi SHI O -t ER611NG CONOTONS PIAN CI -2 DEMOLITION PLAN Cl -1 SSR RAN G6t GRAO12G6ORARA PUN C62 SWPPPIAN Gia SWPP Nom tr OETA1L5 Gl1 U}AIIr DETNLSHEET NMET L1 LI TREE CANOPI PIAN O-1 UNASCIPEPLAN Lil IANOSGPE DEraLs ®Em 6CQYWW Gopher State One Call WAWBJG: TIE mNIVC10Y LMLI BE Y6pN'Y( q]{ CM1111G Ry IpCAII'a6 6 Au LY61Mf uNIfH IIEY yWL Cpp9ATL NTMI Au MT' mfAMES N MWfAIMNLT1415pVIRMpIpRR9QATKIV LSLP6 TSE QIMfIILTp. 9MIL KMMCf tall@ FTATE p1E (ALL AT YIIN®l AT IEATi M Ia116IN AUNIQ WR 11E IQAIWF Of NL IAaBK]pIND .1. GVL6. WIYMR PRB. MAYtl16. VAL4$(N IT® N.tlO EIRIKT196 BEFORE DC/31C llEfdlAK1019Wl mm fHIAQ LIE ApIF NM[ry DMaAGFD IXIIENL(al61ECTI0NAT W CDiTiOTEfMt9. GRADING, DRAINAGE & EROSION CONTROL NOTES 1. SPOT ELLVATIONS REPRESENT FINLNED SURFACE GRADES, GLRTEWELOW UNE, FACE OF BUILDING, OR EDGE Of PAVEMENT UNLESS O`IITI SE NOTED. 2. CATCH BASINS AND MANHOLES IN PAVED AREAS S BE SUMPED O.N FEET. 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WHEN AN INFILTRATION SYSTEM 15 O(CAVATEO TO FINAL GRADE POR WITHIN CURB AND GUTTER FOR A FOUR LOT RESIDENTIAL DEVELOPMENT WHEREA B. TRANSFER OF OWNERSHW AS DESCRIBED IN ME EMMET. SOIL DISTURBANCE UP GRADIENT Of ME POND. ME TEMPORARY THREE (31 FEET OF FINAL GRADE), ME PEWITTEDS) MUST EMPLOY RIGOROUS FRYIWAY CURRENTLY IS. WM ME ROAD, UTILITIES FOR FUTURE LOTS AND SEDIMINTATKMN BASIN SHALL BE DESIGNED TO PREVENT SHORT EROSION PREVENTION AND 901MENT CONTRIXS (E.C, DWER510N BERMS) TO VCRAMATTR TREATMENT WILL BE ADDED CIRCUMNG. ME OUTTALL SHALL BE DESIGNED TO REMOVE FLOATABLE DEBRIS, KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM ME INFILTRATION 2. ME INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACf 15 ME AS 1. INSTALL VMICFTAO RNP 3. INSTALL ACE LT PENCE AROUND 511E 3, INSTALL ND GRUB FENT AROUND iRl1UTJON AREAS 1. CULSERP AND UE ITE 5. SENPAND STOCKPILE TOPSOIL 6. REMOVE 7. ROUGH GRADE RADESETE 511E B. IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE 9. INSTALL TES PA 7. INSTALL PAVEMDAENTS d.FINAL GRADE SITE T T. CONSTRUCT STORMWATER CX-INDMANAGEMENT BASINS R. INSTALL SILT FENCE MOUND BASINS 9. CREMONT OtNSMACCUMmATO SEDIMENT FROM BASINS 10. KEDAND MULCRATKON TRDNCI¢ 11. 5®AND MULCH 12. WHEN ALLCONSTRUCTIONAND IS AEASIPLETEAND ME SRRIS EMOVALIIIO, RFAIOVF ALT FENCE AND RESEED ANY ARIAS DISTURBED BY MF REMOVAL 3. SITE DATA AREA OF DISTURBANCE: 0.% AC PRELONSTRl1C110N IMPERVIOUS AREA O1b AC POSILOWTtIURKKN WPERVRXIS AREA 0.21 AC GENFMLSOILIYPE: LOAM 1. ME LOCATION O ARIAS MOTTO BF D6TURBFD MUST BE IDENIIFlED WITH IGS, STMIS, 51CN5, SILT FENCE, ETC BEFORE CONSTRl1LT10N BEGINS, S. ALL DISTURBED GROIND LEFT INACTIVE FOR SEVEN M M MORE DAYS SIIML RE S MILWD BY SEEDING OR SODDING ONLY AVMIARLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. 6, ON LOPES 3:1 M GREATER MMMMN SHEET FLOW AND MINIMUM RILLS ANOCOR GULLIES, LOPE LENGTHS CAN NOT BE GRMTERMAN 7S FEET. DENOTES LOB¢ CONTROLLBuNILAN DAN 3:1. AL13:1 SIOPFS TO BE STABIl1ZED WITH mown RT 7. ALLSTORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DLSO WOE ARE STABIL121D. e. TEMPORARY SOL STOCIPILES MUST HAVE EPECTNE SEDIMENTOONIROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSEEM6, TEMPORARY STOCRILES WITHOUT SIGNIFICANT AMOUNT OF LLT, CLAY, OR ORCMC COMPOUNDS ARE DJEPMT M CLEAN! AGGREGATE SfOCI( RUES, DEMOTION CONCRETE STOCIPILES, SAND S'TOCRPILES. 9. SEDIMENT UDEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE IF NOT POSSIBLE, R MUST BE TREATED WITH ME APRMIAT BMP'S. 10. SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WRM THECA, DISPOSM REQUIREMENTS. Il. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST R UNTIED TO A DEFINED AREA OF ME SRT, RUNOFF MUST BE PROPERLY CONTAINED. 12. NO ENGINE DEGREASING IS AUMTD ON LIE 13. ME OWNER WHO SIGNS ME NPM PEEWEE API.ICATON IS A PERMITTEE AND RESPLMNSIBLE FOR COWUANCE WITH ALL TERMS AND CONDITIONS OF ME PERMIT. ME OPERATOR ICOHMALTM WHD SIGNS ME NPM PERMIT APPLICATION 6 A PERMITTEE FOR ALL APPLICABLE CONRIRUCTION ACTIVITY REQUIREMENTS FOUND IN SECTIONS 3,1, 621 O ME NPDES PERMIT AND 6 JOINTLY RESPONSIBLE ATM ME OWNER FOR COMPLIANCE WIM THOSE PORTONS O ME PERMIT. 14. TERMINATION OCOVEGGEN'ERMITTE6I WISHING TO TERWNATE COVERAGE MUST BMIT A N TCETICE OF TERMINATION (NOD TO ME MPCA ALL PERMRIECS) MUST SUBMIT A NOT WITHIN b DAYS AFTER ONE OR MORE OF ME FOLLOWING CONDITIONS HAVE BEEN MEC: A FINAL STABILIUTON, PER NPM PfRMTT SECTION 13 HAS BEEN ACHIEVED ON 15. INSPECfONS A INFTA INSPECTION FOLLOWING ALT FENCE INSfAIIAMON BY CRY REPRIESENEATNE IS REQUIRED. B. fIm(6ED SDIlARFAk aN¢EVERY)DAYS AND WITHIN 2I HIXURS FOLLOWING 0S OVER 24 HOUR MIN EVENT. C. STABIL®ARIAS ONCE EVERY 30 DAYS 0. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION'. L INSPECTION AND MNNTFNANCE RECORDS MAST RE RETAINED FOR 3 YEARS AFTER FILING OF ME NOTICE O TERMINATION AND MUST INCLUDE: DATE AND TIME OF ACTION, NAME OF PERSONLS) CONDUCING WORK FINDING OF INSPECTCM AND RECGJWAENDATIONS FOR CORRECTIVE ACTION, DATE AND AMOUNT M RAINFALL EVENTS GREATER THAN O5INCHES IN A 24 HOUR PERIOD. 16. MINIMUM MAINTENANCE A ALT FENCE TO BE REPAIRED, REPLACED, SUPREMENFED WHEN NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HAIRS B. SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN RI 1/2 STORAGE VOLUME REMOVAL MUST BE COMPLETE WITHIN 72 HOURS Of DISCOVERY. C. SEDIMENT REMOVED FROM SURFACE WATERS WITHIN II SEVEN DAYS D. CONSTRUCTION SITE IXT INSPECTED, TMO(ED SEDIMENT REMOVED WITH 24 HOURS E PBOVIDE COPES O EROSION INSPECTION RESULTS TO CRY ENGINEER FOR All- EVENTS LLEVENTS CREAM THAN)? IN 24 HOURS 12. MfSWPP.INCLUDING ALLCIUNGFS TO R, AND INSPLCTONS AND AWNMNANCF RECORDS MUSEBE HAVE TESITEWRINGINDCOF KESIT ACTVT'BYTHE RRMRTFEW WHD HAVE OPmATIONAL CONTROL OF Mf SITE. 18, OWNER MUST IR8 RECORDS O ALL PERMITS REWIRED FOR ME PROJECT, THE S PNEP, ALL INSPECTON6 AND MAINTENANCE, PERMANENT OPERATION AND MAINTENMNCE AGREEMENTS, AND REQUIRED ULCULADONS FOR TEMPORARY AND PERMUnENT STO(M WATER MANAGEMENT SYSTEMS. TEFL RECORDS MUSE BE RETAINED fORMRfF YEARS AFIfR FlUNL NPOTS NOTICE OF TFRMINATON. 19, SWPP MUSE BEAMFNDED WHIN: A THMEEACHANGEINDELGN,OPDRATN NIENAN(LWE RM SEASONAL CONDITION$TETT PASAIRPISN T EFPEER DNDLSOWGE B. INSPECENGWAERQUTHAT MESWAP. NOT EFFFCENF AND g50URGEIS TCEEDING WATER WALTSTANDARDS. C ME RAP'S IN ME SM'PP ARE NOT fI]NTROLING POIIITANTS IN DISCHARGES QU 6 NOT CONSLSTFNT WITH THE TERMS AND CONDITIONS OF ME PERMIT. XI. CONCRET WASHOfO ARM A CONCRTF WASMOUT6NOT ALLOWED ONSITE 21. IN ME EVENT OF FIKOUNTERING A WELL O SPRING DURING CONSTRUCIIOJ CONTRACTOR TO CEASE CONSTRUCTION ACTION AND NOTIFY ENGINEER. U. M WLTETSMUSTBEPROVIDEDWITHTEMNMRYORPERMANEWENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER 23. FINAL STABILIZATION 31. FINAL SfABRMATION REWIRES THAT ALL SOIL DISTURBING ACVfMTIES LUVF BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH M O ME EXPECTED FINAL DENSITY, AND THAT ALL REMOVED, ITCHES NTSHAVEBANINSTALLED. ALLTEMPORARYDFR SHALL BE RFMOVfO, TOCK SfA AN AND SEDIMENT SHALL BE REMOVED FROM PONDTO DSI NVEYANCES AND SEDIMENTATION WINS IN ORDER TO RETURN Mf POND TO DESIGN CAPACIY. A ME TFMP(IRARY UDIMENTATION WINS SHLLL BE CONSTRUCTED AND MADE OPERATIONAL PRIOR TO TSIIIRBANCF OF 1004 MORE ACRES OWNING TO A COMMON LOCATION. B. TEMPORARY MDIMENTATON WINES ME REWIRED PRIOR TO RUNOFF LEAVING ME CONSfRUCDDN LTE OS ENTERING SUMAGE WATFM WHIN 10 OR MORE ACRES O DISTURBED SOBS DRAIN TO A COMMON LOCATION. ME BASIN MUST PROVIDE 3,6013 CUBE FEET OF STORAGE REM ME OUTLET PER ACRE DRAINED. IF HYDRAULIC CALCULATIONS ARE AVAILABLE, ME TEMPORARY SEDLMEWATON BARN MUST PROVIDE A STORAGE VOLUME EQUWA ENT TO ME 2-YFAR, 2H It STORM, BUT IN NO CASE LESS MAN 1800 CUBIC FEET PER ACRE DRONED. ME TEMPORARY LOIMENTATON BASIN MUSE BE ALLOW FOR COMPLETE ERtAWDMN OF ME POND FOR MAINTENANCE ACTIVITIES, AND HAVE ENERGY DISSIPATION. ME EMERGENCY SPILLWAY SfWl BESfABILMFD. C TFMPORARYSEpMENTATION BASINS SHAD BE STIUATFD OUTSIDE Of SURFACE WATERS AND ANY REQUIRED BUFFER ZONE, AND MUST RE DESIGNED TO AVID DRAINING WETLANOS, UNLESS ME IMPACT 61N COMPLIANCE WITH ME REQUIREMENTS OF MIS PERMIT. D. UCFSSNE MDIMENTNADEN WATER THAT 6 NOT PROPERLY FILTERED WILL NOT BE PERMITTED TO DISCURGE FROM SITE 25. DEWATERINGANDWRNDRAINING A TURBID OR SETMENTNADFN WATERS RENTED TO DEWATERING OR BASIN TRAINING LULL Bf OISOHMGED TO ATFIAPORARY OFPERAI,YNENT SEDIMENTATION BASIN ON ME PROJECT SITE UNLESS INFEASIBLE. ME TEMPORARY OR PERMANENT BASIN MAY Df90RMGE TO SURFACE WATERS IF ME WIN WATER HAS BEEN VISUALLY CHICRD TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED IN ME BASIN AND THAT ME NUISANCE CONDITIONS WILL NOT RESULT FROM ME DISCHARGE. DISCHARGE POINTS SHALL BE ADEQUATELY PROTECTED FROM EROSION AND PROPER VELOCITY DISSIPATION PROVIDED. B. ALL WATER FROM DEWATERING OR BASIN -DRAINING ACIMTIES MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSON IN THE RECEMNG CHANNELS OR ON DOWN SLOPE PROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE MMPACTS TO ME W 140. C. If FILTERS ARM BACI(WASH WATERS ARE USED, ME BACI(WALI WATER LULL RE HAULED AWAY FOR OSPDSAL, RETURNED TO ME BEGINING OF ME TREATMENT PROCESS, OR INCORPORATED INTO SITE IN A MANNER THAT DOES NOT CAUSE EROSION. BAO(WASH WATER MAY BE DISCHARGED TO SANITARY SEWER IF PERMISSON 6 GRANTED BY ME SANITARY SEWER AUTHORIT. 26. POLLUTION PREVENTION A BUILDING PRODUCTS THAT HAVE THE POTFNML TO LEACH PONLRANTS MUST BE UNDER COVER TO PREVENT DISCHARGE OR PROTECTED BY AN MITICTNE MEANS DESIGNED TO MINRAD1 CONTACT WITH STORMWATER. B. P¢LIOD¢,HERBICIDES, INSECTICIDES, FERTILIZERS, TRMTJAMT CHEMICALS, AND LANDSCAPE wATERMIS MUST BE UNDER COVER C HAZARDOUS MATERIALS AND TOXIC WASTE MUSE BE PROTECTED TO PREVENT VANDAUSNI D. SOLID WASTE MUST BE STORED, COLL£CRD AND DISPOSED OF IN CO.IPLIANCE WITH MINN. R CH 7035. E PORTABLE TOILETS MUST BE POSITIONED SOTHAT THEY ARE SECURE AND MILL NOT BE TIPPED OR KNOCKED OVER SANITARY WASTE MUST RE DISPOSED OF PROPmLY IN ACCORDANCE WITH MINN. R CH RMI. F. DISCHARGE O SPILLED OR LIKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED LISW. BE PREVENTED USING DRIP PANS OR ABSORBENTS. SUPPLIES SHALL BE AVAILABLE ATALLNMESTOCLMNUP DISCHARGEDMATRT¢ANDTHATAN APPROPRIATE D6PLOSAL METHOD MUST BE AVAILABLE FOR RECOVERED SPILLED AATERLALS. 27. Df51GNGLCVIADONS TEMPORARY R PERMANENT STORMWATER TREATMENT ME DESIGNED TO MEET MPG GENERAL & SPFCA WATER REQUIREMENT. CALCULATIONS ARE PART O ME HYDROOGY REPORT, "" IS TO BE CONSIDERED PART O ME SWPP DOCUMENTS. W HYDROLOGY REPOT FOR ADDITIONAL. INFORMATION. 20. GENERAL STCRMWATER DISCHARGE REOIIRFMEN¢ ALL REQUIREMENTS LISTED IN %CIONS 5-),11,1619, 21, 24 Of ME PERMIT FOR DESIGN OF ME PERMANENT STCRMMMTER MANAGEMENT SYSTEM AND DISCHARGE HAVE REEK INCLUDED IN THE PREPARATION OF THIS SWPP. THESE INCLUDE BUTAR NOT LIMITED TO A ME EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION PRECIPRATON, B. ME NATURE M STORMWATER RUNOFF AND RUN-ON AT ME SITE C. PEM ELM RATES AND STORWAM VOLUMES TO WNIMRE EROSION AT OUTETS AND DOWNSTREAM CANNEL AND STREAM RANK EROSION. D. ME RANGE OF SOIL PARTICLE SRFS DVECTED TO BE PRESENT ON ME SITE. H. CON61RllC'fIONOFfRTRATION BASINS A NO HMW TRAFFIC ON MMATON AREAS CONSIR1ATKlN TO BE DONE WITH MINIMAL COMPACTION TO MMATON MEAS, E COMPACTION 6 ENCOUNTERED, BASIN SIX¢ FOR THE FIRST 8 MUSE BE RFMDVED & RELAID. B. INFILTRATION SYSTEMS MUST NOT BE TCAVATED TO FlWLL CRATER UNTIL ME CONTRIBUTING DRAINAGE AREA HAD REM CONSTRUCTED AND FULLY STABILIZED UNLESS RICABWS MOSIN PREY2NfT1ON AND SEDIMENT CONTROLS ARE MOVIDEDI SECTON 16AI. ESTIMATED QUANTITIES RECEIVING WATERS CERTIFICATION DESCRIPTION UNIT QUANTITY ImHPORARY ROIXCOF6TplUC1IONFNIRANQ M 1 PRPABRKATED[ONCEIF WASEgUT FA NDTALLOWED SRTfFNCESTANDART UF 2,300 [BOSON COFRPOL&.ART RE NO INETPlDT ,MTI M 4 SEEDING K IZ TYPEO SIAL MEAIRED TYPE 0F NAME OF WATER EDDY WATER WATER NKIAL BODY TWM - WATER CHRISTMAS LAKE UR NO NO TIBSE GNgPEPLAN LAKELUCY EAR PO NO UEASOVEOEfAlS Yl�Ann k,lCin ,. Mn -1 4 a. Valentine AILIIBr1wn 0 a fsP[fa 51MT MIO 31 not. AREA ME AREA MUST BE STARED Off AND MARKED SU THAT HEAVY CONYTRUCTION WHEUMEQUIP WWILLNOTCCWVACTTMESOLIN ME PROPOSED INFILTRATION AREA 0. TC) PREVENTCLOC4ING OF ME INFILTRATION OR FILTRATION SYSIFM,ME PERMRTEF/L MUST USE A PRETREATMENT DVAC1 SUCH AS A VEGETATED FILTER STRIP, SINLL SEDIMENTATION BARN, M WATER QUALT(Y IN Ef PEG., GRIT OWABEW TO STOLE PM11CULAT¢ BEFORE ME STORMWATM 0 G¢ IMO ME INFlLTRATON OF FILTRATION SYSTEM. b. POST ME WATER TER QULTIDN QUART' VOLUME THAT MUST BE TE DISC US LR BY Mf N IS SHALL BE ST O) INCHORFRMANAGEMENT ENE OFSCRIBED IN SECTION IS SHALL BEONET. ESETIRUNOFFTROTH ME NEW IMPERVIOUSSURACESCRMTD DE THE PRONTO. SEE SECTION I5. FOR MORE INFORMATION . INFILTRATION DESIGN, PROHIBITIONS AND APPROPRIATE SITE CONDR10N5. 31. RESPONVBBmES A. ME 01 MUSEIDENTFY A CONTRACTOR WHO WILL OVERSEE ME SWEEP IMPLEMENTATION AND ME PERSON RESPONSIBLE FOR INSPECTION AND MAINTENANCE B. ME OWNER MUST IDENTIFY ME A PERSON WHO WILL BE RESPONSIBLE FOR LONGTERM OPERATIONS AND MAINTENANCE OF ME PERMANENT STORMWATER MANAGFMfNT SYSTEM: 32. TRAINING REOFMENIS ME PLRMTESLSI SHALL ENSURE ME FOLLOWING INDIVIDUALS IDENTIFIED IN THIS PART HAVE BEEN TRAINED IN ACCORDANCE WITH THIS PLENUMS TRAINING REQUIREMENTS 1. WHO MUST BE OWNED. A INDIVIDUALS) PREPARING ME SWPP FOR ME PROJECT B. INDMDUAL61 OVERSEEING IMPLEMENTATION OF, REVISING, AND/OR AMENDING ME SWPP AND INDIVIDUALS(S) PERFORMING INSPECTIONS FOR ME PROJECT. ONE O MEL INDNDILAL6I MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY ME MPGA C INDIVIDUALS) PERFORMING OR SUPERNSING MEINSTALUTN]N, MWNIEIWNCE AND REPAIR Of' RMPS. AT LEAST ONE INDIVIDUAL OJM A PROJECT MUST BE TRAINED IN MES JOB DUDES. 2. TRAINING CONTENT: ME CONTENT AND EXTENT O TRAINING MUST BE COMMENSURATE WITH ME INDIVIDUAL'S OB DUDES AND RESPONSIBILITIES WITH REG40 TO ACTMTIES COVERED UNDER THIS PERMR FOR ME PROJECT. AT LEAST ONE INDIVIDUAL PRESENT ON THE PERMITTED PROKT SITE POR AVAVIIABI£ TO ME PROECT MM IN 72 HIOLIRS MUST BE TRAINED IN THE OF DRIES DESCAIREO IN SECTION 21.211 AND SECTION 21K 33. ME PERMITEFM SCULL ENSURE THAT ME INDMDUAU ME TRAINED BY LOCAL, STATE, FEDFRLL AGENCIES, PROESSECI OR OTHER ENRTIES WITH OPFRTISE IN EROSION PREVENTION, SEDIMENT COMMIX, PERMANENT STORMWATER MANAGEMENT AND ME MINNESOTA NPDES5OS CONSTRUCTION STORMWATER PERMIT. AN UPDATE RFESHER-TREINING MUST BE ATTENDED EVERY THREE DI YEARS STARTING MEET (3) YEARS FROM ME ISSUANCE DATE OF THIS PERMIT. 33. ll5i OF CONTACTS MPCA 24HR. HAZARDOUS WILL HOTLINE 651NM9-51570 80/20298 SPECIAL AND IMPAIRED WATERS • '1 �-f` _ i = J t CM1mM1Rssen _ i■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHRECMRE ENVIRONMENTAL Mep4 TNl lappa Grow. MIN Lerc. S 3W G 55359 T63.I21S505 wxx.b isscmm iP1fr30 PRE3HANNLYSIIBMTTAL 1�Y6a,BIY� TYa Y6r-R EI[R�n.Y ' SMORbwaoC� NSU pRtB 161620 Loucls Prgect No 21327 An -t lead TWM - MG LI T= -F TWM U -I Ll -1 TIBSE GNgPEPLAN 13.1 1I1NO5(NE MN L11 UEASOVEOEfAlS Yl�Ann • '1 �-f` _ i = J t CM1mM1Rssen _ i■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCAPE ARCHRECMRE ENVIRONMENTAL Mep4 TNl lappa Grow. MIN Lerc. S 3W G 55359 T63.I21S505 wxx.b isscmm iP1fr30 PRE3HANNLYSIIBMTTAL 1�Y6a,BIY� TYa Y6r-R OEMDIIf10N MN !br Ne. 10Ai pRtB 161620 Loucls Prgect No 21327 An -t lead TWM Dnrrn By MG ('},KIN By TWM U -I Ll -1 TIBSE GNgPEPLAN mi C1-1 C13 OEMDIIf10N MN Q-1 511E NACU bt GRAOaGlIRTlYDE PLAN 6Z 51LIPP RAN NniES!LITMUS GATsWPr ml MMYPLNIN OEfAl51FkT U -I Ll -1 TIBSE GNgPEPLAN 13.1 1I1NO5(NE MN L11 UEASOVEOEfAlS I 1 I I 1 I 1 I 1 1 1 1 1 I I 1 1 I I 1 1 I 1 1 I 1 1 1 I 1 J I I I i � I I \ \ I \ I V A 1 NEW WATER SERVICE I j TO EX. HOUSE HYDRANT W/GATE VALVE I i I ----------------------- R R �SANI. MH3 RIM: 1043.0 INV: 1024.21 CONTRACTOR TO COORDINATE RELOCATION OF TELEPHONE & ELECTRIC AS NECESSARY 8' PVC V 61'-10 PVC ® 0.7%-� BASIN 1 BOTTOM: 1024.0 HWL: 1026.15 �y UTILITY NOTES L 1. ALSANRMYSEWEKSTORMS RANDWATERMAINUTILMUSHALBEFURNISHEOMD INSTAUED PER ME REQUIREMENR Of THE SPLCTFIUTIONS,TIE MINNESOTA PLUMBING CODE, ME LOCAL WVERNING UNIT, AND ME STANDARD U IUFDES SPECIFICATION OF ME CRY CONNECT TO EX. SANI. MH ENGINRRS ASSOCIATION Of MINNESOTA (GENA), M13 EOT110N. RIM: 1032.42 a INV: 1022.00 3. ALL Lf11LT' RPE BEDDING SHALL RE COMPACTED SAND EN FINE MEGRANtULAR ANTERIAL. ALL COMPACTIONSHALLFf CIWT. ED PER MFREQUIRFAENROf THE CEAM SPFCECA110N AND ME GEOTFCHNKAI REPORT. 80 LF - 8' PVC ® 0.40% 3. ALL CONNECTIONS UX NG UDUDE SHALL BE POLfORMED PER ME REQUIRFMENR Of ME SfATEANDLOULIURWICTIONS. MECITYDEPARWW fMONfERINGANDBU1LfNNG INSPECTIONS DEPARTMENT AND ME CGNSTRUC ENGINEER MUST BE NOTIFIED AT LEAST 48 HOLIRSPRIORTGANYWORK WTMINMEMBLKRIGMOf WAY.ORWORKOAPACTINGMBLK UTILITIES. 4. ALL STORM SEWER, SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5'FROAI THE BUILDING FACE UNLESS OMERNISE NOTED. SANI. MH 1 5. A MINIMUM OF 19 INCHES Of VERTICAL SEPARATION AND 10 FEET Of HORIZONTAL SEPARATION B RIM: 1033.0 REQUIRED FCR ALL U UTES UNLESS OMERA(M NOTED. INV: 1022.32 6. ALLNEWWATERMAINMOSERVICfSMUSTNAKAMINNUMOF75fEFTOFCOVTA E%TRAOEPfH MAYBE REQUIRED TLD MAINTAIN AMINWIUM 1Y VERTICAL SEPAIUTKDN TO SAHRARYOR STORM SEWER LINES. ME CONIRACfOR SHALL FIELD ADJUST WATERMAIN M AVOID CONFLICTS WITH SWRARYSEV/ER, STORMSEWER,ANDSERVIC MREOUMD.INSUUTK3NOFWATERAND "ITARY SEWER ONES LULL BE PROVIDED WHERE 75 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7. ALL FIRE HYDRANTS SHALL L BE (ELATED 5 FEET BEHIND BACK OF NRB OR EDGE Of FAV NT UNLESS OTHERWISE NOTED. \\ B. PROPOSED PIPE MATERWS: WATERMAIN 0L52M Or DW4EIFR 233 LF-8'PVC®0.4096 SANITARY SfWFR FVC SM 35 B SEHM B•DWAETER WATER SERVICE COPPER TYPE KMDN I-DIMSED1 SANITARYSERVCE PVCSCHQ 4 DLAMETER STORM SEW ER PVC WTO 1W DUMETER STORM SEW ER RCP 17'DIAMFIEL 9. ALL PORTIONS Of ME STORM SEWER SYSTEM, INCLUDING UTCH BASINS, LOCATED WITHIN 10 FEET Of ME BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 015.2820 MALL JOINTS AND CONNECTgNS IN ME STORM SEWER SYSITM SHALL BE GASTIGHT OR WATERDGM ME MINNESOTA RULES, PMT 4715.07001. APPROVED RIMUENT RUBBER PINTS MUST BE USED TO MAKE WATERTIGHT CONNECTION5 TO MANHOLES, UTCHRASINS, AND OMER SIRLICTl1RE. / 11.HICJ4DfNSRS' PoLYETHYLENE (HOPE) SfO1LM DRAINS MUST COMPLY WITH MINNESOTA RULE. PART471&D5 / PIPE 12AN H TO 1 NC IN %F MUST COMPLY WITH ASTM F M . f B. RPE 12-ING1 TO6 CC&IF IN SIZE MUST COMPLY WITH ASTM F2306. d. ALL WAnRINGS MUST COMPLYEU ASTM D3212. �62'-12 RCP ®0.5% d. WATER-TGHi PINTS MUSE BE USED ATALL CONNECTIONS INCLUDING SiRI1CfURES. }1 12. CONTMCfORANDMANHOLE 0.166 TIM 2-t $UMPRCAWMALLSTORMSEWER UTCHBASIN CASTINGS WRHIN PAVED AREA50.16 fEETOR 2-INCEES BELOW ME RIM ELEVATION DENTED ON ME unLrly PLAN. RIM: 1025.2 INV: 1021.99 GAIL GEQETdI pLI ® Gopher State One Call TWNpM1AgfA BIa3H®1 Tau Poff:lamssx-LINT WARNING: TIK COMIRACIp sIWL u RWlyu[ Tdl GLUNc FOR IOLHT OF ALL M611NL VRIIR. TlY SH.VI CO[RGR W11N ALL VINIV m.PAVK1 M ALV MNNINL TIFM 591V I6 AV D / qI pELq'AipM C{ LIMB. THE COMRILICK SIWL mNIKT (q KR RATE OHF ULL M 651H AT IFAR N XOUKi M AINAAKF HR THE LIXA. C{ NL UMBL]K .NLRB. WILL,LDIU1118,PRS, MVItlLB, V.Y DR HER RM®�IBGE d[S1I .LLMIM[roKYWLREPARMRBWFTIEA .ENyM:IB IIURNfi NP6DOKlCN AT HLI �T ro L 1E EPMEIL INV: 1021.25 SANI. MH 2 RIM: 1030.5 INV: 1023.25 WET -TAP CONNECTION W/B' GATE VALVE 13.AU. STREET REPAIRS AND PATCHING (LVL BE PERFORMED PER ME RfQUIRfMEFfiS OF THE CITY. AU TRAFIX CONTROL SHALL BE PROVIDED BY ME CONTRACTOR AND SHALL BE ESTABLISHED PER ME REQUIREMENTS OF ME MINNESOTA ANNUAL Of UNIFORM TRAFFIC CONTROL DEVICES (MAIUTCD) AND ME CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERSAS NEEDED. ALL PUBLCSIRECTS SHALL BE OPEN TOTRAFFIC ATALLTIMES. NOROAD CLOSURES SHALLSEPERMRTEDWIMOLITMEDLMMEDAUMMIWOFOEMECM. 14.ME CRY SHALL OPEMTE ALL UTE VALVES. 15.CONNECTIONS M EXISTING MANHOLE SLIM( BE AMDE BY CORE DRILUNG ME MANHOLE AT THE PROPOSED INVERT EEVATICI AND INSTALLING A RUBBER BOOT. GROUT IN ME BOOT AND AN INVERT FOR ME NEW SEWER ONE. O.FIPL LENUTE6 SHOWN ON ME RAN INCLUDE THE APRON SECTION. i■ LOUCKS PUNNING CML ENGINEERING LAND SURVEYING UNDSUPNVIRO MENTAL ENWRONMENTAL 72(10 HM1a Lan., 5o1H X00 MayN Grow, MN 55369 763.4245505 riww.lwxiowcmm 1P16Q01416.20 ^PRELIMINARY 17.WATERMAIN RPE LWL BE DIP OA5552, INSTALLED WfIH M FEET Of COVER TO TOP PIPE �n..q s+3�wm•. �+m+>m� fRDN65HAL1 BF COMPACTTYPE. PIPE AND iRRNGS SHALL HAVE AGEMENT MORTM LININ4 "pi1°"`"" i0"" CONOIK'TMTY 516LLL BE PROVIDED BY WELDED SIRAE ACROSS fA01 pIN.T va,M� Ac.® ��� 18.TRENCH COMPACTION LULL BE 95%STANDARD PROCTOR OEI1511Y IN TNF ARU FROM THE PIPE ZONE TOWIIHIN3fEETOf fINWHFD CRADF AND 100%IN fINALJiFET OF MEBA[IDILL TO UQ���v°Iw"'�°'� p�3 FINISH E'RAIDE' Dah 10.1b20 0 30 60 SCALE IN FEET Lov P,0l No. 20327 BASIN 2 TWM DTI By BOTTOM: 1024.0 CA k.d By _ . ' HWL: 1026.49 1016X1 00.1 COVER SHEET CIA EmTMG CONDITIONS PLAN SANITARY SEWER& DEMOl1iKDN PLAN C2 -;I, WATER SERVICE, TYP. I -� SW PP PLAN CB SWPP NOTES B MARS CA -T I RIM: 1025.2 I DETAIL SHEET I INV: 1022.02 TREE CANOT'PLAIJ L21 I I I l I \ I LANDSCAPE DEfARS I I 65'-8 PVC 8 0.7% 239 LF -8' I I PVC ® 0.40% I MH I j RIM: 1029.0 / INV:1021.56 �SANI. MH3 RIM: 1043.0 INV: 1024.21 CONTRACTOR TO COORDINATE RELOCATION OF TELEPHONE & ELECTRIC AS NECESSARY 8' PVC V 61'-10 PVC ® 0.7%-� BASIN 1 BOTTOM: 1024.0 HWL: 1026.15 �y UTILITY NOTES L 1. ALSANRMYSEWEKSTORMS RANDWATERMAINUTILMUSHALBEFURNISHEOMD INSTAUED PER ME REQUIREMENR Of THE SPLCTFIUTIONS,TIE MINNESOTA PLUMBING CODE, ME LOCAL WVERNING UNIT, AND ME STANDARD U IUFDES SPECIFICATION OF ME CRY CONNECT TO EX. SANI. MH ENGINRRS ASSOCIATION Of MINNESOTA (GENA), M13 EOT110N. RIM: 1032.42 a INV: 1022.00 3. ALL Lf11LT' RPE BEDDING SHALL RE COMPACTED SAND EN FINE MEGRANtULAR ANTERIAL. ALL COMPACTIONSHALLFf CIWT. ED PER MFREQUIRFAENROf THE CEAM SPFCECA110N AND ME GEOTFCHNKAI REPORT. 80 LF - 8' PVC ® 0.40% 3. ALL CONNECTIONS UX NG UDUDE SHALL BE POLfORMED PER ME REQUIRFMENR Of ME SfATEANDLOULIURWICTIONS. MECITYDEPARWW fMONfERINGANDBU1LfNNG INSPECTIONS DEPARTMENT AND ME CGNSTRUC ENGINEER MUST BE NOTIFIED AT LEAST 48 HOLIRSPRIORTGANYWORK WTMINMEMBLKRIGMOf WAY.ORWORKOAPACTINGMBLK UTILITIES. 4. ALL STORM SEWER, SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5'FROAI THE BUILDING FACE UNLESS OMERNISE NOTED. SANI. MH 1 5. A MINIMUM OF 19 INCHES Of VERTICAL SEPARATION AND 10 FEET Of HORIZONTAL SEPARATION B RIM: 1033.0 REQUIRED FCR ALL U UTES UNLESS OMERA(M NOTED. INV: 1022.32 6. ALLNEWWATERMAINMOSERVICfSMUSTNAKAMINNUMOF75fEFTOFCOVTA E%TRAOEPfH MAYBE REQUIRED TLD MAINTAIN AMINWIUM 1Y VERTICAL SEPAIUTKDN TO SAHRARYOR STORM SEWER LINES. ME CONIRACfOR SHALL FIELD ADJUST WATERMAIN M AVOID CONFLICTS WITH SWRARYSEV/ER, STORMSEWER,ANDSERVIC MREOUMD.INSUUTK3NOFWATERAND "ITARY SEWER ONES LULL BE PROVIDED WHERE 75 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7. ALL FIRE HYDRANTS SHALL L BE (ELATED 5 FEET BEHIND BACK OF NRB OR EDGE Of FAV NT UNLESS OTHERWISE NOTED. \\ B. PROPOSED PIPE MATERWS: WATERMAIN 0L52M Or DW4EIFR 233 LF-8'PVC®0.4096 SANITARY SfWFR FVC SM 35 B SEHM B•DWAETER WATER SERVICE COPPER TYPE KMDN I-DIMSED1 SANITARYSERVCE PVCSCHQ 4 DLAMETER STORM SEW ER PVC WTO 1W DUMETER STORM SEW ER RCP 17'DIAMFIEL 9. ALL PORTIONS Of ME STORM SEWER SYSTEM, INCLUDING UTCH BASINS, LOCATED WITHIN 10 FEET Of ME BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 015.2820 MALL JOINTS AND CONNECTgNS IN ME STORM SEWER SYSITM SHALL BE GASTIGHT OR WATERDGM ME MINNESOTA RULES, PMT 4715.07001. APPROVED RIMUENT RUBBER PINTS MUST BE USED TO MAKE WATERTIGHT CONNECTION5 TO MANHOLES, UTCHRASINS, AND OMER SIRLICTl1RE. / 11.HICJ4DfNSRS' PoLYETHYLENE (HOPE) SfO1LM DRAINS MUST COMPLY WITH MINNESOTA RULE. PART471&D5 / PIPE 12AN H TO 1 NC IN %F MUST COMPLY WITH ASTM F M . f B. RPE 12-ING1 TO6 CC&IF IN SIZE MUST COMPLY WITH ASTM F2306. d. ALL WAnRINGS MUST COMPLYEU ASTM D3212. �62'-12 RCP ®0.5% d. WATER-TGHi PINTS MUSE BE USED ATALL CONNECTIONS INCLUDING SiRI1CfURES. }1 12. CONTMCfORANDMANHOLE 0.166 TIM 2-t $UMPRCAWMALLSTORMSEWER UTCHBASIN CASTINGS WRHIN PAVED AREA50.16 fEETOR 2-INCEES BELOW ME RIM ELEVATION DENTED ON ME unLrly PLAN. RIM: 1025.2 INV: 1021.99 GAIL GEQETdI pLI ® Gopher State One Call TWNpM1AgfA BIa3H®1 Tau Poff:lamssx-LINT WARNING: TIK COMIRACIp sIWL u RWlyu[ Tdl GLUNc FOR IOLHT OF ALL M611NL VRIIR. TlY SH.VI CO[RGR W11N ALL VINIV m.PAVK1 M ALV MNNINL TIFM 591V I6 AV D / qI pELq'AipM C{ LIMB. THE COMRILICK SIWL mNIKT (q KR RATE OHF ULL M 651H AT IFAR N XOUKi M AINAAKF HR THE LIXA. C{ NL UMBL]K .NLRB. WILL,LDIU1118,PRS, MVItlLB, V.Y DR HER RM®�IBGE d[S1I .LLMIM[roKYWLREPARMRBWFTIEA .ENyM:IB IIURNfi NP6DOKlCN AT HLI �T ro L 1E EPMEIL INV: 1021.25 SANI. MH 2 RIM: 1030.5 INV: 1023.25 WET -TAP CONNECTION W/B' GATE VALVE 13.AU. STREET REPAIRS AND PATCHING (LVL BE PERFORMED PER ME RfQUIRfMEFfiS OF THE CITY. AU TRAFIX CONTROL SHALL BE PROVIDED BY ME CONTRACTOR AND SHALL BE ESTABLISHED PER ME REQUIREMENTS OF ME MINNESOTA ANNUAL Of UNIFORM TRAFFIC CONTROL DEVICES (MAIUTCD) AND ME CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERSAS NEEDED. ALL PUBLCSIRECTS SHALL BE OPEN TOTRAFFIC ATALLTIMES. NOROAD CLOSURES SHALLSEPERMRTEDWIMOLITMEDLMMEDAUMMIWOFOEMECM. 14.ME CRY SHALL OPEMTE ALL UTE VALVES. 15.CONNECTIONS M EXISTING MANHOLE SLIM( BE AMDE BY CORE DRILUNG ME MANHOLE AT THE PROPOSED INVERT EEVATICI AND INSTALLING A RUBBER BOOT. GROUT IN ME BOOT AND AN INVERT FOR ME NEW SEWER ONE. O.FIPL LENUTE6 SHOWN ON ME RAN INCLUDE THE APRON SECTION. i■ LOUCKS PUNNING CML ENGINEERING LAND SURVEYING UNDSUPNVIRO MENTAL ENWRONMENTAL 72(10 HM1a Lan., 5o1H X00 MayN Grow, MN 55369 763.4245505 riww.lwxiowcmm 1P16Q01416.20 ^PRELIMINARY 17.WATERMAIN RPE LWL BE DIP OA5552, INSTALLED WfIH M FEET Of COVER TO TOP PIPE �n..q s+3�wm•. �+m+>m� fRDN65HAL1 BF COMPACTTYPE. PIPE AND iRRNGS SHALL HAVE AGEMENT MORTM LININ4 "pi1°"`"" i0"" CONOIK'TMTY 516LLL BE PROVIDED BY WELDED SIRAE ACROSS fA01 pIN.T va,M� Ac.® ��� 18.TRENCH COMPACTION LULL BE 95%STANDARD PROCTOR OEI1511Y IN TNF ARU FROM THE PIPE ZONE TOWIIHIN3fEETOf fINWHFD CRADF AND 100%IN fINALJiFET OF MEBA[IDILL TO UQ���v°Iw"'�°'� p�3 FINISH E'RAIDE' Dah 10.1b20 0 30 60 SCALE IN FEET Lov P,0l No. 20327 Pmje U.d TWM DTI By TRG CA k.d By TVM Re D. 1016X1 00.1 COVER SHEET CIA EmTMG CONDITIONS PLAN C1.2 DEMOl1iKDN PLAN C2 -;I, E PLAN C3 ciRAIKNG B DRAMAGE PLAN C3.2 SW PP PLAN C13 SWPP NOTES B MARS CA -T UTRRYPAN CB -1 DETAIL SHEET LI -I TREE CANOT'PLAIJ L21 LANDSOWE PLAN L31 LANDSCAPE DEfARS r Mr.wMR CD11R5E MWNTZieOpWFAi1L9 2' INT. MINUMEAR COURSE. ol 11"MINOT 57=1 tlRRMR Y •E LOUCKS STANDARD BITUMINOUS 2031 PAVEMENT SECTION oA4N N/A4 -e'PREC45T REINFORCED CdUE.0 $W Y M BARS AAT T S 5'' OO.C. EACH WAY AND IM 840.5 AT Au LOOS OF p ENda IEOWN R "9'157 \dEOWL .14DIE STEPS, NEENAH ft'"'i d EOu•1.1e• ON ca1TERAs APM'NFD ry OLM Tdd BANELSECIDN BFIpV TdsABro NAVE Fu7Td EDGE SEAUD WTN2BEIDSd RAMIERdEd1AL MNIMIM sW 1HK]21F55Is e• IOIDS MrtFn w LOUCKS 27'!30' CATCH 4303 BASIN RMwtraN RIPRAP REQUIRED: SEE STD. PLATE 4308 OR 4309 TE 11E UST3RRHI5 d INETAND WRET USE 2 TE pLT FASTENER$ PER JqM OF NF FPIRE. ATep DEG FROM TpP d bTTdA PE USE S1• TE FOR PIPE SD USE ES 30- M n•. IN• TIE PIPE SG£5 YI• 72 m•. USE t - lE Fd RPE 512E5 OVER 22'. TMSH GUARDS WILL RE REWIRED ON N' OR IARGERRPE RAN. %EEGfPI E L' 21.7042' e' N' TO II' II' 1 T r 1 AUVE2an TO FASIB!gMINroEES GALV� AF TFR FA W fJ1 IONW.. IdIO1 MR N]. :. LOUCKS ROP TRASH PS a3oe vwNB•oN NOTE CAAMIW IMTFiLUSRAb®fd USE N fdRDRTRN. BFOMIG. BIGSFMEM. d BACY3ILL wyFOUN DNs1u131SWaroTHE ra PASSING FOUIDATp11 EYTFIRAL594LLX•VE 1pyY PASSRIC T1E 11Q•¢VEAND A MAGNUM C£1GN PA4MGl1EPb. tSEYE. NOTUS$THW SGILOFTNE MATEII4LIETMIED BV TlE W. A SIEYESNNL Old MORE QIAIXARO. gIRWE GUyEDCARBJNATE OU4RX1'ROC[IMY K USED FOUNDATION MODERMI IARE) Mk Fd BORROWPIPE SLLREQUIREMENTS OF RMICTU34931. GRW BORROW, IXCPT THAT I0DXS4PASS MTEONE O019EYE BRCRRLL IMTERW5O4UFk9UJEMATERIAL TOFASNAAL BESTINGTRENCHINERALSO MEPTAS OTERIALS 9ECIFlEO.EUT•BIWA T , 5BULBEOERNED 0.5 A MINERAL SOILFREEd CRETE W BIT USLNRBd1.OR W) B DEBUGS, ITANUE CWMPS OVFA T STOW. ROCK. E, CONCRETE W OOMRDUECHUNRT,MDOT1E11 UNWRAOW IMTER4LS THAT MAY DAMAGE PRE, BIEVFNE 1NOb W M OOKEALT[MR, d NQFA4 TIE R W3 d SE1itF MEM. MLD i LOUCKS PLASTIC BEDDI PIPE 40D8 BEDDING RaYeI R/Na 1' 112•-IT•DLI PPF! 1s' p2• AND URGFII RWO� RIPMh UW \ �,.• V=RUER4L GEOTE%TIIW FA INPE A, SECTION B -BB -B NOTE CXPIECYARDE APPpgWTELYIATGNS LDIA�\� y RBMKBM RPMP BED,, O aF. of IICP O'i'1DPF PBEON3 LFF7 OUAMIIY OWlIIIY CLAS PLAN r 1' 112'9' D4 %PR 1 15' �' AID NIIGER RPE) SECTION A -A `��,IX„W F•BMC, T'PEN EXTEND t' NDOI•PROM MR93 MrtM E RANDOM STRAP 4308 rLOUCKS PLACEDRIPRAP 115E • •GWIYSFK• •d/fd RipM FEaNcn d APPR W ED Eauu wXEN CONNECTING TO /JI FMGl1NG SEWER UNE 115ETNE 5•ME RPE IMTERUI ISBMD ATR FROM THE'M'E ATMEMAIN 1� TOTHE CAP ATTRE ENp OF � ME SEIMCE Iy SIIM 1 EP WD .s•BEND •T 2I .4W-ATEIDdSEINICE 1 5'ABER pUTY. (1 ]SPWNpLTGOT15lER fF11Q W5T 1 E RRGRD AESIN CMTFD. PNNIFD d WLVAMhD YLSTYIFOM6' BF1tlN RI191EDGRADE HI IIL091Nd SERN�PPESMALLE AS9fOil) 4.36'. ASSPB�® 11171 Sff DELL 2007 EGR 1RACF11 WIRE, WREN TR® 5M� O BPup GRADE IS BEEIUATN WYE NA 100'CUXJ! SEWER SERVICE i. LO ICKS CONNECTION 4004 UP TO 14' DEPTH :■ LOUCKS PIANNING CML ENGINEERING LAND SURVEYING LANDSUPE ARCHITECTURE ENVIRONMENTAL 7200 H Pn 1A., Suite 300 MR* DIP , MN 55369 7634245505 xw..wd'n_mm =w r�sa�re� � tivsr ^. a `.�'�..•-M1.. 1016-201 PRELMINAAYSUBMRTu �I�Me 'Ysaw.p�mf�.ss�� �MleSs ✓�.®. Urame No.mmw. Nea.0-N D303 MWXJIEGSINGND GO/FII,IEHIAHM1Nid R WING Y, - YPWPID EOWLWIM TNO OJ CdYEAIID RO(NOIH . A•BOdFFNW® Prq t W INGSM CMDF TYPKKFQALL Y•NABIIR G,— By Ml ,0XpPEMSTNENT rWD NPAVFAEM AS, OUIRFD.OJUSTMN`T C1w By IMYOFtE'T USE IRGE MI USES GGN R --Deo RINGS TO MAKNTS.R RINGS TOMINIMIZEMENUMBER p �d JOINTS.INCU1GE ONE E'RING IMMEDNTEIY CIA OOSTNG FARIDIIDNS PIAN 04 UM6f TIEW W. USE TAPERED RINGSM T. SEE PLAN MWI USMNG TO STREET. RADE. APPLY C 2 SW PP PLAN BDIMMEAIANI BETWEEN SWPP NOTES B DETNIS NSTyL U IL PLAN MORTARNNIS. CONCAE1E gING55ET IN•MORTM BED ME DETAILSHEET BRIEN TREE CANOPY PIAN a. J KCEPEANE , �I LANDSCAPE PIAN hUt6 MA® • 1. 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PLATE 4308 OR 4309 TE 11E UST3RRHI5 d INETAND WRET USE 2 TE pLT FASTENER$ PER JqM OF NF FPIRE. ATep DEG FROM TpP d bTTdA PE USE S1• TE FOR PIPE SD USE ES 30- M n•. IN• TIE PIPE SG£5 YI• 72 m•. USE t - lE Fd RPE 512E5 OVER 22'. TMSH GUARDS WILL RE REWIRED ON N' OR IARGERRPE RAN. %EEGfPI E L' 21.7042' e' N' TO II' II' 1 T r 1 AUVE2an TO FASIB!gMINroEES GALV� AF TFR FA W fJ1 IONW.. IdIO1 MR N]. :. LOUCKS ROP TRASH PS a3oe vwNB•oN NOTE CAAMIW IMTFiLUSRAb®fd USE N fdRDRTRN. BFOMIG. BIGSFMEM. d BACY3ILL wyFOUN DNs1u131SWaroTHE ra PASSING FOUIDATp11 EYTFIRAL594LLX•VE 1pyY PASSRIC T1E 11Q•¢VEAND A MAGNUM C£1GN PA4MGl1EPb. tSEYE. NOTUS$THW SGILOFTNE MATEII4LIETMIED BV TlE W. A SIEYESNNL Old MORE QIAIXARO. gIRWE GUyEDCARBJNATE OU4RX1'ROC[IMY K USED FOUNDATION MODERMI IARE) Mk Fd BORROWPIPE SLLREQUIREMENTS OF RMICTU34931. GRW BORROW, IXCPT THAT I0DXS4PASS MTEONE O019EYE BRCRRLL IMTERW5O4UFk9UJEMATERIAL TOFASNAAL BESTINGTRENCHINERALSO MEPTAS OTERIALS 9ECIFlEO.EUT•BIWA T , 5BULBEOERNED 0.5 A MINERAL SOILFREEd CRETE W BIT USLNRBd1.OR W) B DEBUGS, ITANUE CWMPS OVFA T STOW. ROCK. E, CONCRETE W OOMRDUECHUNRT,MDOT1E11 UNWRAOW IMTER4LS THAT MAY DAMAGE PRE, BIEVFNE 1NOb W M OOKEALT[MR, d NQFA4 TIE R W3 d SE1itF MEM. MLD i LOUCKS PLASTIC BEDDI PIPE 40D8 BEDDING RaYeI R/Na 1' 112•-IT•DLI PPF! 1s' p2• AND URGFII RWO� RIPMh UW \ �,.• V=RUER4L GEOTE%TIIW FA INPE A, SECTION B -BB -B NOTE CXPIECYARDE APPpgWTELYIATGNS LDIA�\� y RBMKBM RPMP BED,, O aF. of IICP O'i'1DPF PBEON3 LFF7 OUAMIIY OWlIIIY CLAS PLAN r 1' 112'9' D4 %PR 1 15' �' AID NIIGER RPE) SECTION A -A `��,IX„W F•BMC, T'PEN EXTEND t' NDOI•PROM MR93 MrtM E RANDOM STRAP 4308 rLOUCKS PLACEDRIPRAP 115E • •GWIYSFK• •d/fd RipM FEaNcn d APPR W ED Eauu wXEN CONNECTING TO /JI FMGl1NG SEWER UNE 115ETNE 5•ME RPE IMTERUI ISBMD ATR FROM THE'M'E ATMEMAIN 1� TOTHE CAP ATTRE ENp OF � ME SEIMCE Iy SIIM 1 EP WD .s•BEND •T 2I .4W-ATEIDdSEINICE 1 5'ABER pUTY. (1 ]SPWNpLTGOT15lER fF11Q W5T 1 E RRGRD AESIN CMTFD. PNNIFD d WLVAMhD YLSTYIFOM6' BF1tlN RI191EDGRADE HI IIL091Nd SERN�PPESMALLE AS9fOil) 4.36'. ASSPB�® 11171 Sff DELL 2007 EGR 1RACF11 WIRE, WREN TR® 5M� O BPup GRADE IS BEEIUATN WYE NA 100'CUXJ! SEWER SERVICE i. LO ICKS CONNECTION 4004 UP TO 14' DEPTH :■ LOUCKS PIANNING CML ENGINEERING LAND SURVEYING LANDSUPE ARCHITECTURE ENVIRONMENTAL 7200 H Pn 1A., Suite 300 MR* DIP , MN 55369 7634245505 xw..wd'n_mm =w r�sa�re� � tivsr ^. a `.�'�..•-M1.. 1016-201 PRELMINAAYSUBMRTu �I�Me 'Ysaw.p�mf�.ss�� �MleSs ✓�.®. Urame No.mmw. Nea.0-N D303 Date 10.1620 Lwr}a P.opn No. M327 Prq t W TAN! G,— By TMG C1w By TWM R --Deo 161630 C0. CIA OOSTNG FARIDIIDNS PIAN 04 DEKRDI2TIDN PLAN 0-1 SEE PLAN Qi GRMNG IS OHMAGE PIAN C 2 SW PP PLAN R3 SWPP NOTES B DETNIS u1 U IL PLAN C&1 DETAILSHEET L1-1 TREE CANOPY PIAN L2-1 LANDSCAPE PIAN fit fANDSCAPE DETAILS Rp� ..•H. WH R.EAR®PENLp.ppIXyE VApR01E • b51p WYEOfIfia>H9fpERlp6 [Main fiy y >®1RwB ❑,.By lPNN1ED Gulp — Review Dare WRB STOPAND BO% I col T cl-1 ERLSnN CONDD10N5 PLAN 6.0 WATERMNNJ 3 511E PIAN NGTE C 3 ♦.0 C33 1' CLl W lM TY 1MRFA0®FOR APPRdI11AlE>� C&1 AES NOTE - CUMBO%SHW As ATgNARVRCG. ]. CURBBO%SµY1EMQAFRW78•70M-. END OF LINE CLEANOUT IN UNE CLEANOUT SEMICE BE BEO W GRANUTAR BgtRbN. 1. W RMhM o LOUCKS DRAJNTILE 4315 o LOUCKS CLEAN-OUT STRUCTURE auxN vmf SERVICE CONNECTION 6 R VAfMYE VApR01E VAWE 51EELTEHCE R6iT [Main fiy y .� ABOYE GRdCE ❑,.By lPNN1ED Gulp — Review Dare WRB STOPAND BO% I col y im T01•BE1pN cl-1 ERLSnN CONDD10N5 PLAN RNMHG WATER SEWICF 1' TYPE W COPPEA F 1•COBPMAl1011 WATERMNNJ STW CONOhlE B4GC% // AIPPPORi CMRYI®DO Oi 13TPIGTAL 511E PIAN NGTE C 3 EOII BFAv103 UAGFA IIMN 1', A TMIME 98YE C33 G BEOI1RlED, ROCRW911VPE210.1ULCEDq CLl W lM TY 1MRFA0®FOR APPRdI11AlE>� C&1 CD W 91 CORPORATgN STOP. OR EtlNL NOTE - CUMBO%SHW As ATgNARVRCG. ]. CURBBO%SµY1EMQAFRW78•70M-. 3. SEMICE BE BEO W GRANUTAR BgtRbN. 1. WRCMB BOX IN PAVEMEM, USE PCRO ttPF ACA511NG B C R, o LOUCKS COPPER WATER x603 SERVICE CONNECTION 1®NpM EVFNTT WT{6FTRElTE M1CUl®MOTE Yi 0UAN1ORKWE�W1HYnPgIDNN3EYfAVAICM,Ti WIFAVLBWIEPEYTmiN11TE PRK'lltE [woR ro romlEno wNclRcrloR. 2 BEE W1F8piA 61Cg1N/AiEN WMw ip BlapPILE tPEPMAIIpII wTmw ®ErsEwiare: eIORTRAT[TN sw NN o m[dulD o3uff sAw u RR3Nr iaasaL a f v.�Nr Ba oAr TnvlErrtl mlAasinRlnoicE a: m RRCEHTPa O.BrcoHrDRO PV Wf WTERwiaErwra AlO glggM. WINEPW'154f oEnN RaNEorooPAR3 PMCT¢NbMgRBd U$ NoiroER((EFD1[•. Moo1TVR0 �a1oa RIAT Ho LOUCKS BIORETENTION BASIN 4315 ORANN LtlI[ C■ LOUCKS PLANNING CML ENGINEERING UND SURVENNG LANDSCAPE ARCHITECTURE ENNRONMENT4 )300 H.Moc4l,M. wrre 300 Maple Grm, MN 55369 )63.636.5505 wwi.loul®zmm per.....^. r. 10.1610 PRELIMINARYSUBMfrt pam 101b1G ta�dp ngan Np zG3n veyxt TWTI [Main fiy y TRG ❑,.By TV161 — Review Dare 10.B&A col COVER SHEET cl-1 ERLSnN CONDD10N5 PLAN Cls DEMOLRION PUN ¢-1 511E PIAN C3.1 GRADING 6 DRAINAGE PLAN C 3 SWPP PLAN C33 SWPP NOTESB DETAILS CLl I PIAN C&1 DETAIL SHEET AIL TREE CANOPY PIAN U-1 LANDSCAPE PUN ul u1 InNoscAPE oEraLs DEER HAVEN CHANN EN. MN KEN ASHFELD WE YO .MF AVE JIHASSFN• MN 5533•. CADS �I,A." A -ICN SLRIITAL a='. 5 — SIGNATURE SHEETMDE% TREE CANOPY PLAN L1-1 r-- I— I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I L__________ LANDSCAPE PLAN RB - I 1 I I I I I I 0 30 ..;IIIIIIi e SCALE IN FEET GROUNDCOVER LEGEND COVER SHEET SOD I TOPSOIL _X22 2"10 131FS MNWT SEED MIX 35131 BOTANIGLNAME IOW MAMl1FNANCE TURF DAL MNOOT NATE SEED MOI 3}261 1bMIaNN BIAS' STO�ATER 18 MNDOTNAT35-211 isioumoi,,im MESO PRNRIEGMEML GENERAL 1016-20 CN 12 COIMDNIIACI03EATY CRIW� BSB 12 12-1 LAND m PLAN Lit LANDSCAPE DETAILS EVEROREEN TREE6 1 OTY CpALIW NATE WTANIGLNAME 1 CONT GL BB 12 BLACK Wl186PRUCE PIURBYo'DeW' B&B WP 13 jwiiTEimmE %nu� 1BAB jWMIN.NcwT. 11 WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECS's LAYOUT. ASSURE COMPLIANCE WTM ALL APPUCABUE CODES AND _- REGULATIONS GOVERNING THE WORN OR MATERIALS SUPPLED. = CONTRACTOR S, ROADS. TRAILS, OURBITRERS, TRAILS. TRE¢, LAWNS AND SITE ELEMENTS WRING PLANTING OPERATNOwS. ANY DAIMGE TO SAME SNAIL BE REPAIRED AT NO COST TO TIE OWMER. CONTRACTOR SIUILVEBFYAUGNMENTMID LOCATION OF ALL INDERGROUNDAND ABOVE GRADE UTUTI¢APD PRORATE RHE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSSAIIATON BEGINS MINIMUM ltl -O' CIFARANCq. ALL UNDERCRWND UIIITI¢ SHALL E WD SOT"TTRFNCH¢ W NOT M THROUGH ROOT SYSTEMS OF ANY DOSSING TRE¢ TO III II REMAIN. - _ EMTING CONTOURS, TIUMS, VEGETATRNJ, CUIN&DTEB AND .a OTHER EASTNG ELEMENTS BASED UPON INFORMATION SUPPLIED TOIANDSCAPEARCHMUBYOTIERS. CONTRACTORSHALLVERIFY ANY AND ALL gSCREPANO¢ MUNI TO CONSTRUCTION AFD NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OFTHE PROPOSED WAUG,TRAILS AND/OR ROADWAYS ME SUBJECT TO HEIR ADJUSTMENT REQUIRED TO CONFORM TO 1-0A ED TOPOGRAPHIC CONDITIONS AND TO — MINIM(ZETEEREMOVALANDGRADING. ANYCHANGEIN ALIGNMENT MUST BE APPROVED BY LANDSCME MCHTTECT. CALL BFRE YOU mGoppher State One Call ® TMH OTY MEA 651-151-0002 f TELL FR F800-252-116fi L 811 I I THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOUTDNS OF ALL EXISTING UTUTIES. THEY SNAIL COOPERATE WITI ALL UTUTY COMPANIES IN MAINTAINING TNDR SERVICE AND / OR RELOCATION OF UNFS. 3 ----- TACTOR TE AT 651-/S. IFASTb TIMS UNDN 11OUNDALL FOR HIE OF ALL EABLET MOORS IN ADVANCE FOR LOGTIONS OF ALL UPDpEGROUND WIRES. CARIES. CONDUITS. HOUC IN � %PES. MANHOlfS,VALVES OR OIH¢BIIRI®SIRUCRIR¢BEFORE DIGGING. THE O M I 1 T. E- - AVE; C0T8TRUCiION AT NO COST TO TIE OAM91. - ( 2 I RB - I 1 I I I I I I 0 30 ..;IIIIIIi e SCALE IN FEET GROUNDCOVER LEGEND COVER SHEET SOD I TOPSOIL _X22 2"10 131FS MNWT SEED MIX 35131 BOTANIGLNAME IOW MAMl1FNANCE TURF DAL MNOOT NATE SEED MOI 3}261 1bMIaNN BIAS' STO�ATER 18 MNDOTNAT35-211 isioumoi,,im MESO PRNRIEGMEML GENERAL PLANT SCHEDULE COVER SHEET y I 2"10 OEC®UdB TREES Ott COMAON NATE BOTANIGLNAME COIR DAL AB 9 JAUTUMNIS.CZEMAPIE 1bMIaNN BIAS' B&B 18 RB 9 jiwERBIRCH isioumoi,,im BSB 1016-20 CN 12 COIMDNIIACI03EATY CRIW� BSB 12 12-1 LAND m PLAN Lit LANDSCAPE DETAILS EVEROREEN TREE6 1 OTY CpALIW NATE WTANIGLNAME 1 CONT GL BB 12 BLACK Wl186PRUCE PIURBYo'DeW' B&B WP 13 jwiiTEimmE %nu� 1BAB jWMIN.NcwT. 11 �< COVER SHEET y I 2"10 pMe li _ Pr NR, 2032) Pmje i—i TWM m GA I 1 Reeiw Dope 1016-20 ®-1 DETNLSHFET Ll -1 TREE CANOPY PLAN 12-1 LAND m PLAN Lit LANDSCAPE DETAILS GENERAL NOM / I{r /µ � CONTRACTOR SHAU-V ITSITE PRIORTOSUBMTING BID. HESHALL INSPER SREAND BECOME FAMIIIM WTI FJ06TNG CONDITIONS t�l $Y4 f RECITING TO THE NATME AND SCOPE OF WORK VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ,: • ATTENTION OF THE CWDSE P ARCHITECT ANY DISCRFPANCI¢ WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECS's LAYOUT. ASSURE COMPLIANCE WTM ALL APPUCABUE CODES AND _- REGULATIONS GOVERNING THE WORN OR MATERIALS SUPPLED. = CONTRACTOR S, ROADS. TRAILS, OURBITRERS, TRAILS. TRE¢, LAWNS AND SITE ELEMENTS WRING PLANTING OPERATNOwS. ANY DAIMGE TO SAME SNAIL BE REPAIRED AT NO COST TO TIE OWMER. CONTRACTOR SIUILVEBFYAUGNMENTMID LOCATION OF ALL INDERGROUNDAND ABOVE GRADE UTUTI¢APD PRORATE RHE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSSAIIATON BEGINS MINIMUM ltl -O' CIFARANCq. ALL UNDERCRWND UIIITI¢ SHALL E WD SOT"TTRFNCH¢ W NOT M THROUGH ROOT SYSTEMS OF ANY DOSSING TRE¢ TO REMAIN. - _ EMTING CONTOURS, TIUMS, VEGETATRNJ, CUIN&DTEB AND OTHER EASTNG ELEMENTS BASED UPON INFORMATION SUPPLIED TOIANDSCAPEARCHMUBYOTIERS. CONTRACTORSHALLVERIFY ANY AND ALL gSCREPANO¢ MUNI TO CONSTRUCTION AFD NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OFTHE PROPOSED WAUG,TRAILS AND/OR ROADWAYS ME SUBJECT TO HEIR ADJUSTMENT REQUIRED TO CONFORM TO 1-0A ED TOPOGRAPHIC CONDITIONS AND TO — MINIM(ZETEEREMOVALANDGRADING. ANYCHANGEIN ALIGNMENT MUST BE APPROVED BY LANDSCME MCHTTECT. CALL BFRE YOU mGoppher State One Call ® TMH OTY MEA 651-151-0002 TELL FR F800-252-116fi WARNING THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOUTDNS OF ALL EXISTING UTUTIES. THEY SNAIL COOPERATE WITI ALL UTUTY COMPANIES IN MAINTAINING TNDR SERVICE AND / OR RELOCATION OF UNFS. 3 ----- TACTOR TE AT 651-/S. IFASTb TIMS UNDN 11OUNDALL FOR HIE OF ALL EABLET MOORS IN ADVANCE FOR LOGTIONS OF ALL UPDpEGROUND WIRES. CARIES. CONDUITS. HOUC IN � %PES. MANHOlfS,VALVES OR OIH¢BIIRI®SIRUCRIR¢BEFORE DIGGING. THE O '� CONTRACTOR SHALL REPAIR OR REPIA¢TIE ABOVE WHEN DAMAGED WRING T. E- - AVE; C0T8TRUCiION AT NO COST TO TIE OAM91. - ■■ LOUCKS PLANNING CML ENGINEERING LAND SURVEYING LANDSCMEARCHITECTURE ENVIRONMENTAL TRIO 14Mad Wr, Suis 300 Meek Geese. MN 55369 763A21.SSL5 Taw des. d rwn.. w. n•as-av+ter 1016.20 PRELIMINARYSUBMIITAL r.r�41ar> ��sin�is+�w.a.sn e�P.0 COVER SHEET lies®Ne�•A 2"10 pMe 161420 _ Pr NR, 2032) Pmje i—i TWM 0. By GA r . .BY TWM Reeiw Dope 1016-20 COl COVER SHEET 0-1 EMRNG CONDITIONS PLAN 04 DEMIXTION PIAN a. SITE PLAN 61 GRADING B DRAINAGE PLAN C 2 SW PP PLAN G33 SVNP NOTES 6 DETAILS 041 U ILTY PCW ®-1 DETNLSHFET Ll -1 TREE CANOPY PLAN 12-1 LAND m PLAN Lit LANDSCAPE DETAILS TIE CONIRACTOY 5 RESPONSIBLE WRMUNTUNINGALLTREES ROUA PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING K SUGAW STT QNG M T CONFORMKD pNY STAKING MUST CONFORM MTM PRACTICES AS DEFINED IN ANA GUIDELINES FOR STMOMO PRncrIOEs. PRUNE ANY DAMAGED BRANCHES AFTER PLANTING IS COMPLETE. WATERMEETHOROUGHLY WRING PUNTING OPERATIONS. PUCE B CKRU-IN8-1]•UFTSAND SATURATE SOIL WITH WATER- DO NOT COMPACT MORE THIN NECESSARYTO MUMAm PWMB. lE 16•Q•POLYMOPftENEOR POLYETHYLENE STRAP SAFEn f1AGCING-ONE PER WIRE MACS -a' DEFP-SEE NOTES OR SPECS.. MULCH MUST NOT BE W COMMIT WI1H TRUNK BACKRLL WITH IN SRU lOPSdL 2aAOOT BALIWDTH W000 STAKE IOPTIONAD Ef%'iEVARIES-SEE PLAN SURIFY BOTTOM AND SIDES OF HOLE PRIOR TO PUNTING ROOT BALL SET ON UNDISTURBED SUBGRADE CONTRPC10R 5 RESPONSIBLE FOR TESTING PERCIXATKW RATES PRIOR TO PIANTING. NOTIFY LANDSCAPE ARCHITECT WMEDMTELY IF POOR DRA NAGE E B 2 CONIFEROUS TREE PLANTING mom LouCKs S - In. -1•R-' CeiMe T—n aadq LANDSCAPE COORDNATE IME FINSB OF CONSlRIKTION AND PIAITTRIG RISTAWIION W1111 OTHFit CONTIKTORS WORDNG ON SIZE NO PUNTING WILL BE INSTAl11D UNILCOMPETE GRADNG ANO CONSTRIKTKIN HAS BEEN COLPLET®W TME IM.1®IATE AREA WHERE SCCS ABUTS PAVED SURFACES, FINISHED GRADE OF SOCS SHALL BE HEIR 1' BELOW SURFACE ELEVATION OF MAI4 SLAB. CURB. ETC- MED K SEED ALL AREAS DISTURBED WE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. MULCH FOR TURF SEEDED AREAS SHALL BE TYPE 5 WOOD FIBER HMROMULCH CONFORMING WITH MN WT 3SM. MULCH FOR SEEDED MEAS WTM SLOPES 15%OR GREATER SHALL BE MNWT CATEGORY 1, STRAW RD 1S BLANKET CONFORMING WRH MNDOT 3885. SOD ALL DESIGNATED MEAS DISTURBED DUE TO GRADNG. SOD SHALLBEWDPARALLELTIE CONTOURSANDSHALL HAVE STAGGEREDJOINTS ON SLS. OPES STEEPER THAN 3:1 OR IN ORUNAGE SWAlES, TIE SOD SHALL BE STAKED TOTHE GRIN ND. ALL%ANT MATERWLSHALL COMPLYW1111THEK AIUUKJNN OF THE AAEAIUNFNURSE FOR NURSERY STOCK, AMERICAN ASSOCIATION OFNURSERY 5 UNLESSNOTES OTRIED MI ALL SHRUBSSHVU.LE)GHT OR ATLEAST5CANESAT THE SPECIFIEDANO V-CRDIEK'HTOA WIDTH. N BRANHI TRE ES SHALLHAVE NO VGOTCIHES AND SHALL BEGIN BRANCHING NOLOWER TFUIN3' ABODE ROOT BALL .W STREETD BWLEVARD TREES SHALL BEGIN BMNOHING NO LCNIER i11AN 5' ABOVE FINISHED GRADE MRS' CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SUES SHALL NOT BE USED. ALLCONIFEROJSTREES SHALL BE NU - FORM. NAT1PALro THE SPEdEi. WRIHOM PRUNING. PAN TUR$ PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN INANITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. NO FIANT MATEMAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS MPRWM5REINUS OOP TIE TO THE SUBMISSION OF A 80 UNDSC COCONTRACTOR PRIOR TOINE SUBMISSION OF A BD APD/OR OUGTATION. ALL PROPOSED PLANK SIHAl1 BE LDCAIED AND STAIRD A5 SHOWN OAR PIAN, A MAY BE NEEDED LOCATION O PROPOSED PIMR MATERIALS IMY BE NEEDED IN FIELD. SHOULD AN ADlUSTMEM BE AWLS®,THE LANDSCAPE ARCHTIECT MUST BE NOTIFIED. FORSIIMMERANOFALLZ PER IS- C WITHAN TREE 3q OF GRANUIM 2133 AT 602 PER 2S' CUIPER PER TREE AND 302 PER SHRUB WITH AAI ADDRIONU APPUU110N OFT -33 T/E FpLOWING SPRING m THE TREE SAlimt. ALL PlAN15 TO BE INSTALIFD AS PER PlAN11NG DETAILS. REMOVEALL FLAGGING AND LIBELS FROM PUNTS. WRAPPING MATERIU SHALL BE CORRUGATED PVC PIPING 1 • GRATER IN CALIPER THAN THE TREE BEING PROTECTED OR WALITY, HEAW, WATERPROOF CREPE PARER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN ME FALL PRIOR TO 12.1 AND REMOVE ALL WRAPPNG AFTER St. MULCH SHNL BE CLEAN SHREDDED HARDWOOD MULCH WRH UNIFORM PIECE SIZE. ALL TREES NOT IN PLANTING BEDS ro RECEIVE 6• DEEP MULCH WRN NO MULCH IN DIRER CONTACT WITH TREE TRUNK SPREAD GRANUTAR FRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS, IFTHE LANOSCNE CONTRACTOR 5 CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PUNT MIJECTDNS, SOIL CONDITIONS OR ANY OTHER SITE OJNDIDON WHICH MIGHT NEGATNELY AFFECT PLANT ESTASUSHMEM, SURVIVAL OR GUARANTEE HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT ANDOR INSTALLATION. CONTRACTOR SHALL SUBMIT A WRffTEN REWEST FOR THE OWNER ACCEPTANCE INSPECTION OFALL IANOSCAPE AND SffE IMPROVEMENTS. COMPACTOR 5 RESPONSIBLE F(M ONGOING MUNIENANCE OFAIl NEW LY ITS OF VANMATERWR UMILTME OF MY ACCEPTANCE AW ACTS OF VANDALISM OR DAMAGE WHICH IMYOCCUR PRIOR TO 0/MFA ACCEPTANCE SHALL BE THE RESPONSIBRTY OFIiE COMRKTOR. CONTRACTOR SHALL PROVIDETHE OYRIER WII11 A MARIlEI2ANCE PROGRAM INCLUDNG, BUT NOT NECESSARILY LW ITER ro. PRUNHG. FEARLI2ATION AND DSEASE?ESi CONTROL CON TRACTOR SHALL GUARANTEE NEW D TE LTHROUGH ONE CUENDAR YEAR BEGINNING ON THEEDATE OFOF ACCEPTANCE BY THE LANDSCAPE ARCIHITECT AF1ER THE COMPITION OF PLVffING a ALL . MATERIALS. NO PARTMLACCEPTMICE WILL BE CONSSIDEREIDERE D. PUNT MATERIA INSTA l kM)N AND SEEDISOD PWCEMENT IS FROM THE TIME GROUND HAS TNAWEDTO JUNE 15. FALL SODDING IS GENERALLYACCEPTMLE FROM AUGUST 15 NOVEMBER 1. FALL SEEDING FROM AUGUST 15 -SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NDT OCCUR PRIOR TO NOVEMBER 1. FALL CONIFEROUS PLANTING WY OCCUR FROM AUGUST 15 -OCTOBER 1 AND DEODIJOU5 PIAMING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OLTTSIM THESE DATES 5 NOT RECOMMENDED. AW ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHRER. PROTECT ALL GRSTING OAKS ON SRE SCREW IED TO REMAIN. IF GROUND OAKS ARE DAMAGED m AW MANNER ABOVE OR BELOW GROUND IN THE ROOTMEDAT, LY ASPNUTC TREE PRUNING PRIM SHOULDBEED, REM VEDOATELYAFTER WWNDINEINI 1 ARE NOT TO BE PRUNED, REMOVED OR ARCHITECT THESE BETWEEN AFRR 15 AND JULYUNA NOTIFY IANDSCAPF ARCHRER IF THESE DATES ARE uNAvoDABle LANDSCAPE CONTLKTOR SHALL ESTABLISH ro H5 SATISFACTION THAT SOLAND PERDRRION AT AND AR AREADEOUAIDIN ALLOW FOR PROPER DRUNAGE ATAND ARWND THE BUILDING SITE. ■■ LOUCKS PUNNING CML ENGINEERING LAND SURVEYING UNDSCAM ARCHITEC 1JIM ENNRONMENTM 7200 HaenlocR Lang Surto 300 Map6 Grow, AN 55369 763.6M.S5115 rnxa.loud icmm M1620 PRELIMINARYSUBMITTAL r•s.+b+s..a.l fa w•ay. ro 4 4np��xvm- u Limrme No. 2N10 Dau 1616X Louhs PIoje No. X322 P.ja lead TM6 Dawn By GA -1 � By TWM R—v Date 1D16 CD1 CCNER SHEET THE CONTRACTOR IS RESPONSIBLE EXISTING CCMiOTIlONS %AN RZ FOR MAINTAINING ALL TREES IN A C1 511E RAN PWMB POSITION THROUGH THE GRAOfiC a IXMlYCf PLNI az WARRA PERIOD. STAKING IS Ca AwP NOTESa DEFAILS SUGGESTED, BUT NOT REWIRED. lRBl1V PIAN !St ANY STA ONG MUST CONFORM WIDI U-1 THEE CANO%RAN PRJ IICE$ AS DEFINED IN ANA UNbSCAPE PIAN ul GUIDELINES FOR STANDARD PRACTICES PRUNE DAMAGED AND CROSSING �VY BRANCHES AFTER PLANTING6 COMPLETE. a ✓ 'L CUT BACK WIRE 8A51(ET r�`LI WATER TREE THOROUGHLY WRING /yl/r//�/({/''C� y `E1 PLANTING OPERATIONS, PLACE BACKFILL IN 8-12- UFTS AND y ` SATIMTE EOK WITH WATER- DO 1y/ NOT C MMWMN N % 70 NECESSTRI'RO MNMAIN "MS. 11 I 16•x ' POLYPROMENE OR POLYETIMENE SOAP TREE WRAP TO FIRST BRANCH BAFEIY FLAGGING -ONE FER PARE ROOT FARE EVEN WRIT OR JUST ABOVE GRADE MULCH - 4- DEEP. NO MULCH IN CONTACT WITH TRUNK - SEE NOTES OR SPECS. aRCOTw BACKFILL WRH IN STN TOPSOIL WOOD STAKE (OPTTONAU EDGE VARIES - SEE PUN SCARIFY BOTTOM AND SIDES OF HOLE PRIM TO PUNTING SET PLANT ON UNDISTURBED NATNE SOIL CONTRACTOR 5 RESPONSIBLE FOR TESTING PERCOUTIDN RATES ARBOR TO PUNTING. NOTIFYLU3D5(APE ARCHRER IFLYFP0011 DRUNAGE FO0515. EXISTS. 1 DECIDUOUS TREE PLANTING m2m LoucKs D.aae.T.. PIwiB•FJy SGIE tQ•.1.4• TIE CONIRACTOY 5 RESPONSIBLE WRMUNTUNINGALLTREES ROUA PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING K SUGAW STT QNG M T CONFORMKD pNY STAKING MUST CONFORM MTM PRACTICES AS DEFINED IN ANA GUIDELINES FOR STMOMO PRncrIOEs. PRUNE ANY DAMAGED BRANCHES AFTER PLANTING IS COMPLETE. WATERMEETHOROUGHLY WRING PUNTING OPERATIONS. PUCE B CKRU-IN8-1]•UFTSAND SATURATE SOIL WITH WATER- DO NOT COMPACT MORE THIN NECESSARYTO MUMAm PWMB. lE 16•Q•POLYMOPftENEOR POLYETHYLENE STRAP SAFEn f1AGCING-ONE PER WIRE MACS -a' DEFP-SEE NOTES OR SPECS.. MULCH MUST NOT BE W COMMIT WI1H TRUNK BACKRLL WITH IN SRU lOPSdL 2aAOOT BALIWDTH W000 STAKE IOPTIONAD Ef%'iEVARIES-SEE PLAN SURIFY BOTTOM AND SIDES OF HOLE PRIOR TO PUNTING ROOT BALL SET ON UNDISTURBED SUBGRADE CONTRPC10R 5 RESPONSIBLE FOR TESTING PERCIXATKW RATES PRIOR TO PIANTING. NOTIFY LANDSCAPE ARCHITECT WMEDMTELY IF POOR DRA NAGE E B 2 CONIFEROUS TREE PLANTING mom LouCKs S - In. -1•R-' CeiMe T—n aadq LANDSCAPE COORDNATE IME FINSB OF CONSlRIKTION AND PIAITTRIG RISTAWIION W1111 OTHFit CONTIKTORS WORDNG ON SIZE NO PUNTING WILL BE INSTAl11D UNILCOMPETE GRADNG ANO CONSTRIKTKIN HAS BEEN COLPLET®W TME IM.1®IATE AREA WHERE SCCS ABUTS PAVED SURFACES, FINISHED GRADE OF SOCS SHALL BE HEIR 1' BELOW SURFACE ELEVATION OF MAI4 SLAB. CURB. ETC- MED K SEED ALL AREAS DISTURBED WE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. MULCH FOR TURF SEEDED AREAS SHALL BE TYPE 5 WOOD FIBER HMROMULCH CONFORMING WITH MN WT 3SM. MULCH FOR SEEDED MEAS WTM SLOPES 15%OR GREATER SHALL BE MNWT CATEGORY 1, STRAW RD 1S BLANKET CONFORMING WRH MNDOT 3885. SOD ALL DESIGNATED MEAS DISTURBED DUE TO GRADNG. SOD SHALLBEWDPARALLELTIE CONTOURSANDSHALL HAVE STAGGEREDJOINTS ON SLS. OPES STEEPER THAN 3:1 OR IN ORUNAGE SWAlES, TIE SOD SHALL BE STAKED TOTHE GRIN ND. ALL%ANT MATERWLSHALL COMPLYW1111THEK AIUUKJNN OF THE AAEAIUNFNURSE FOR NURSERY STOCK, AMERICAN ASSOCIATION OFNURSERY 5 UNLESSNOTES OTRIED MI ALL SHRUBSSHVU.LE)GHT OR ATLEAST5CANESAT THE SPECIFIEDANO V-CRDIEK'HTOA WIDTH. N BRANHI TRE ES SHALLHAVE NO VGOTCIHES AND SHALL BEGIN BRANCHING NOLOWER TFUIN3' ABODE ROOT BALL .W STREETD BWLEVARD TREES SHALL BEGIN BMNOHING NO LCNIER i11AN 5' ABOVE FINISHED GRADE MRS' CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SUES SHALL NOT BE USED. ALLCONIFEROJSTREES SHALL BE NU - FORM. NAT1PALro THE SPEdEi. WRIHOM PRUNING. PAN TUR$ PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN INANITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. NO FIANT MATEMAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS MPRWM5REINUS OOP TIE TO THE SUBMISSION OF A 80 UNDSC COCONTRACTOR PRIOR TOINE SUBMISSION OF A BD APD/OR OUGTATION. ALL PROPOSED PLANK SIHAl1 BE LDCAIED AND STAIRD A5 SHOWN OAR PIAN, A MAY BE NEEDED LOCATION O PROPOSED PIMR MATERIALS IMY BE NEEDED IN FIELD. SHOULD AN ADlUSTMEM BE AWLS®,THE LANDSCAPE ARCHTIECT MUST BE NOTIFIED. FORSIIMMERANOFALLZ PER IS- C WITHAN TREE 3q OF GRANUIM 2133 AT 602 PER 2S' CUIPER PER TREE AND 302 PER SHRUB WITH AAI ADDRIONU APPUU110N OFT -33 T/E FpLOWING SPRING m THE TREE SAlimt. ALL PlAN15 TO BE INSTALIFD AS PER PlAN11NG DETAILS. REMOVEALL FLAGGING AND LIBELS FROM PUNTS. WRAPPING MATERIU SHALL BE CORRUGATED PVC PIPING 1 • GRATER IN CALIPER THAN THE TREE BEING PROTECTED OR WALITY, HEAW, WATERPROOF CREPE PARER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN ME FALL PRIOR TO 12.1 AND REMOVE ALL WRAPPNG AFTER St. MULCH SHNL BE CLEAN SHREDDED HARDWOOD MULCH WRH UNIFORM PIECE SIZE. ALL TREES NOT IN PLANTING BEDS ro RECEIVE 6• DEEP MULCH WRN NO MULCH IN DIRER CONTACT WITH TREE TRUNK SPREAD GRANUTAR FRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS, IFTHE LANOSCNE CONTRACTOR 5 CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PUNT MIJECTDNS, SOIL CONDITIONS OR ANY OTHER SITE OJNDIDON WHICH MIGHT NEGATNELY AFFECT PLANT ESTASUSHMEM, SURVIVAL OR GUARANTEE HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT ANDOR INSTALLATION. CONTRACTOR SHALL SUBMIT A WRffTEN REWEST FOR THE OWNER ACCEPTANCE INSPECTION OFALL IANOSCAPE AND SffE IMPROVEMENTS. COMPACTOR 5 RESPONSIBLE F(M ONGOING MUNIENANCE OFAIl NEW LY ITS OF VANMATERWR UMILTME OF MY ACCEPTANCE AW ACTS OF VANDALISM OR DAMAGE WHICH IMYOCCUR PRIOR TO 0/MFA ACCEPTANCE SHALL BE THE RESPONSIBRTY OFIiE COMRKTOR. CONTRACTOR SHALL PROVIDETHE OYRIER WII11 A MARIlEI2ANCE PROGRAM INCLUDNG, BUT NOT NECESSARILY LW ITER ro. PRUNHG. FEARLI2ATION AND DSEASE?ESi CONTROL CON TRACTOR SHALL GUARANTEE NEW D TE LTHROUGH ONE CUENDAR YEAR BEGINNING ON THEEDATE OFOF ACCEPTANCE BY THE LANDSCAPE ARCIHITECT AF1ER THE COMPITION OF PLVffING a ALL . MATERIALS. NO PARTMLACCEPTMICE WILL BE CONSSIDEREIDERE D. PUNT MATERIA INSTA l kM)N AND SEEDISOD PWCEMENT IS FROM THE TIME GROUND HAS TNAWEDTO JUNE 15. FALL SODDING IS GENERALLYACCEPTMLE FROM AUGUST 15 NOVEMBER 1. FALL SEEDING FROM AUGUST 15 -SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NDT OCCUR PRIOR TO NOVEMBER 1. FALL CONIFEROUS PLANTING WY OCCUR FROM AUGUST 15 -OCTOBER 1 AND DEODIJOU5 PIAMING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OLTTSIM THESE DATES 5 NOT RECOMMENDED. AW ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHRER. PROTECT ALL GRSTING OAKS ON SRE SCREW IED TO REMAIN. IF GROUND OAKS ARE DAMAGED m AW MANNER ABOVE OR BELOW GROUND IN THE ROOTMEDAT, LY ASPNUTC TREE PRUNING PRIM SHOULDBEED, REM VEDOATELYAFTER WWNDINEINI 1 ARE NOT TO BE PRUNED, REMOVED OR ARCHITECT THESE BETWEEN AFRR 15 AND JULYUNA NOTIFY IANDSCAPF ARCHRER IF THESE DATES ARE uNAvoDABle LANDSCAPE CONTLKTOR SHALL ESTABLISH ro H5 SATISFACTION THAT SOLAND PERDRRION AT AND AR AREADEOUAIDIN ALLOW FOR PROPER DRUNAGE ATAND ARWND THE BUILDING SITE. ■■ LOUCKS PUNNING CML ENGINEERING LAND SURVEYING UNDSCAM ARCHITEC 1JIM ENNRONMENTM 7200 HaenlocR Lang Surto 300 Map6 Grow, AN 55369 763.6M.S5115 rnxa.loud icmm M1620 PRELIMINARYSUBMITTAL r•s.+b+s..a.l fa w•ay. ro 4 4np��xvm- u Limrme No. 2N10 Dau 1616X Louhs PIoje No. X322 P.ja lead TM6 Dawn By GA -1 � By TWM R—v Date 1D16 CD1 CCNER SHEET Cl -1 EXISTING CCMiOTIlONS %AN RZ OF3AOlNId1 RIR11 C1 511E RAN C31 GRAOfiC a IXMlYCf PLNI az srFP nAN Ca AwP NOTESa DEFAILS Call lRBl1V PIAN !St OETu S!@T U-1 THEE CANO%RAN L2-1 UNbSCAPE PIAN ul LAIRDSGAPE OETALS SHEET INDEX CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 I.JTILITY PLAN C8-1 DETAIL SHEET L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS DEER HAVEN CHANHASSEN, MN PRELIMINARY SUBMITTAL: PRELIMINARY SITE, GRADING, UTILITY, LANDSCAPE & PLAT ANTHEM PL. ;0 PROJECT AREA CONTACTS OWNER KEN ASHFELD 6480 YOSEMITE AVE. CHANHASSEN, MN 55331 CIVIL ENGINEER LOUCKS 7200 HEMLOCK LANE SUITE 300 MAPLE GROVE, MN 55369 TODD MCLOUTH, PE TEL: 763-424-5505 CITY OF CHANHASSEN RECEIVED OU 16 2020 CHANHASSEN PLANNING DU :. LouCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com 'ADD OUALIFICATIC CADD files prepared by the Consultant for this project are instruments of the Con,ii professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to notion copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that parry making such revisions, additions or deletions and that party shall hold harmless and 'indemnify the Consultant from any & all responsibilities, claims, and liabilities. min :uta a vee rc+av la [�t o l.� 10-16-20 PRELIMINARY SUBMITTAL DROFFSSIC I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Todd W. McLouth - PE License No. 20383 Date 10-16-20 Loucks Project No. 20327 u TWM Drawn By TRG 9. TWM Review Date 10-16-20 ltmrjum. Diva CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN ;0 PROJECT AREA CONTACTS OWNER KEN ASHFELD 6480 YOSEMITE AVE. CHANHASSEN, MN 55331 CIVIL ENGINEER LOUCKS 7200 HEMLOCK LANE SUITE 300 MAPLE GROVE, MN 55369 TODD MCLOUTH, PE TEL: 763-424-5505 CITY OF CHANHASSEN RECEIVED OU 16 2020 CHANHASSEN PLANNING DU :. LouCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com 'ADD OUALIFICATIC CADD files prepared by the Consultant for this project are instruments of the Con,ii professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to notion copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that parry making such revisions, additions or deletions and that party shall hold harmless and 'indemnify the Consultant from any & all responsibilities, claims, and liabilities. min :uta a vee rc+av la [�t o l.� 10-16-20 PRELIMINARY SUBMITTAL DROFFSSIC I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Todd W. McLouth - PE License No. 20383 Date 10-16-20 Loucks Project No. 20327 Project Lead TWM Drawn By TRG Checked By TWM Review Date 10-16-20 ltmrjum. Diva CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET 11-1 TREE CANOPY PLAN 1-2-1 LANDSCAPE PLAN 1-3-1 LANDSCAPE DETAILS z g a to z 0 F- 0 z 0 U L7 z F to X W DESCRIPTION OF PROPERTY'. URVEYED (Per Schedule A of the herein referenced T tie Commitment File No: 2164018-14405) That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota, described a; follows: Beginning at the Northeast corner of said Southeast Quarter of the Northeast Quart 3r; thence Southerly along the East line of said Southeast Quarter of the Northeast Quarter to a point 660 feet North of the Southeast corner of said Southeast Quarter of the Northeast Quart ar; thence Westerly parallel with the South line Southeast Quarter of the Northeast Quarter a distanze of 281.07 feet; thence Norr.heasterly to a point on the North line of said Southeast Quarter of the Northeast Quarter distance 198.0 feet Westerly from the point of beginning; thence Easterly alon,l siad North line 198.0 feet to the point of beginning, except the North 50.0 feet thereof, Carver County, Minnesota. Records of Carver County, Minnesota. XISTING CONDITIONS GENERAL NOTES The address, if disclosed in documents F rovided to or obtained by the surveyor, or observed while conducting the fieldwork is 68401 osemite Ave. The Gross land area is 122,379 +/- squat a feet or 2.81 +/- acres. The bearings for this survey are based o 1 the Carver County Coordinate System NAD 83 (1986 Adjust). ■ ® LOUCKS Benchmark: MnDOT GALPIN MNDT RE`iET Elevation = 951.47 (NAVD88) PLANNING CIVIL ENGINEERING Site Benchmark: T.N.H. on the east side of Yosemite Ave and 150.0± feet south of the driveway LAND SURVEYING entrance to the subject property. LANDSCAPE ARCHITECTURE Elevation = 1027.88 (NAVD88) ENVIRONMENTAL We have shown underground utilities or and/or serving the surveyed property per Gopher 7200 Hemlock Lane, Suite 300 State One -Call Ticket Nos. 202402368, ;'02402364. The following utilities and municipalities Maple Grove, MN 55369 were notified: 763.424.5505www.loucksinc.com City of Chanhassen (?52) 227-1300 Centurylink ( 300) 778-9140 Mediacom (?52) 443-2840 Center Point Energy (i12) 321-4421 Xcel Energy ( 300) 895-4999 i. Utility operators do not consistently r3spond to locate requests through the Gopher State • e • ' ' • One Call service for surveying purposes such as this. Those utility operators that do respond, CADD files prepared by the Consultant for this project are often will not locate utilities from the r main line to the customer's structure or facility. They `7 instruments of the Consultant professional services for use solely consider those utilities "private" instE Ilations that are outside their jurisdiction. These with respect to this project. These CADD files shall not be used on other projects, for additions tothis project, orfor completion "private" utilities on the surveyed property or adjoining properties, may not be located since of this project by others without written approval by the Consultant. with the Consultant's approval, others may be most operators will not mark such "p-ivate" utilities. A private utility locator may be permitted to obtain copies of the CADD drawing files for contacted to investigate these utilities further, if requested by the client. information and reference only. All intentional or unintentional revisions, additions, car relations t there CADD files shall be ii. Mas provided b those notified above, either along with a field location or in lieu of such a P P Y g ns deletions party ordaeat the dthatpartyl rak of that part, oldhamlng essandidemnifythe shall the location, are very often inaccurate or inconclusive. EXTREME CAUTION MUST BE c mrom cm,`s co e°tesr dWrin tld andme EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE TREE CANOPY PLAN DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST • 48 HOURS IN ADVANCE AT 811 or ( i51) 454-0002. 10-16-20 PRELIMINARY SUBMITTAL Trees shown hereon are 8 inch diameter at breast height or greater. Other trees, less than 8 inches, may be on site but are not shown hereon. Terms and Conditions of Easement Agreement dated June 27, 1994, August 25, 1995, as Document No. 184214. Shown hereon along the west side of the property. Terms and Conditions of Easement Agreement dated June 27, 1994, August 25, 1995, as Document No. 184215. Shown hereon along the west side of the property. The field work was completed on Septet nber 15, 2020. 1 hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that ). The sanitary sewer line appears to be oL tside of the easement at the SE corner of Lot 6, Block 3 am a duly Licensed Professional Engineer under the r PHEASANT HILLS 4TH ADDITION laws; of the State of Minnesota. Todd W. McLouth - PE License No. 20383 Date 10-16-20 CALL BEFORE YOU DIG! Gopher State One Call • • • Loucks Project No. 20327 TWIN CITY ARIA: 651-454-0002 Wo Project Lead TWM TOLL FREE: 1-800-252-1166 Drawn By TRG Checked By TWM Review Date 10-16-20 0 30 60 SCALE IN FEET CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS A'' \\ !+ \ Ownen• - - - - -g / / - � F D M in 0 S N F SITE DEMOLITION SPECIFICATIONS 1. CONTRACTOR SHALL I;EMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES. 2. CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. 3. CONTRACTOR TO CLE \R AND GRUB EXISTING VEGET \TION WITHIN CONSTRUCTION LIMI1 S, STRIP TOP SOIL, AND STOCKPILE ON-SITE. REFER TO GRADING PLAN AND WPPP FOR SEDIMENT AND EROSION CONTROL REQUIREMENTS. 4. CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. EROSION CONTROL M-ASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE ST DRMWATER POLLUTION PREVENTION PLAN (SWPPP). 5. CONTRACTOR SHALL I:EMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. 6. BITUMINOUS PAVEMEI dT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE. 7. CONCRETE PAVEMENT SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE FO BE REMOVED TO AN EXISTING EXPANSION OR CONTRACTION JOINT. SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL. 8. ALL REMOVAL ITEMS S 1ALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS SPECIFIED OTHERWISE AND SHALL BE DISPOSED OF OFF-SITE IN A MANNER MEETING ALL APPLICA 3LE REGULATIONS. 9. THE CONTRACTOR SH YLL BE RESPONSIBLE FOR THE REMOVALAND REPLACEMENT OF ALL SIGNS, MAILBC XES, ETC. 10. ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION WITH NO ADDITIONAL COMPENSATION. DEMOLITION LEGEND CALL BEFORE YOU DIG! Gopher State One Call TWIN CIN ARIA: 651-454-0002 V TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACT DR SHALL BE RESPONSIBLE FOR CAI LING FOR LOCATIONS OF ALL EXISTING UTILII IES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING TI JEIR SERVICE AND/ OR RELOCATION OI- LINES. THE CONTRACT )R SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOUR, IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDL. TS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE C DNTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTI UCTION AT NO COST TO THE OWNER. 0 30 60 SCALE IN FEET LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com 4D0 OLIALIFICATIr, CARD files prepared by the Consulrant for this prdled a 'mstrumem,i of the Consultant professional sa-xi,s for use solely with respect to this pmje c. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any& all rasponsibi Gties, claims, and liabilities 10-16-20 PRELIMINARY SUBMITTAL DROFFSSIf! I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Todd W. McLouth - PE License No. 20383 Date 10-16-20 Loucks Project No. 20327 REMOVE EXISTING CURB & GUTTER, xzxxxx •xzxxx RETAINING WALLS, PAVEMENT TRG MARKINGS, WOOD FENCE, TWM BILLBOARDS, ETC. REMOVE EXISTING STORM, 10-16-20 SEWER, OR WA1 ER STRUCTURE. CO -1 COVER SHEET REMOVE EXISTING TREE C1-2 DEMOLITION PLAN CALL BEFORE YOU DIG! Gopher State One Call TWIN CIN ARIA: 651-454-0002 V TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACT DR SHALL BE RESPONSIBLE FOR CAI LING FOR LOCATIONS OF ALL EXISTING UTILII IES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING TI JEIR SERVICE AND/ OR RELOCATION OI- LINES. THE CONTRACT )R SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOUR, IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDL. TS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE C DNTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTI UCTION AT NO COST TO THE OWNER. 0 30 60 SCALE IN FEET LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com 4D0 OLIALIFICATIr, CARD files prepared by the Consulrant for this prdled a 'mstrumem,i of the Consultant professional sa-xi,s for use solely with respect to this pmje c. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any& all rasponsibi Gties, claims, and liabilities 10-16-20 PRELIMINARY SUBMITTAL DROFFSSIf! I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Todd W. McLouth - PE License No. 20383 Date 10-16-20 Loucks Project No. 20327 Project Lead TWM Drawn By TRG Checked By TWM Review Date 10-16-20 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET 1-1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS I I � i y Owner' Philip C & Margaret A Morston i / //!� owneq Michoel r & LYsso C Compbe// i \ / REPLACE EX. PAVEMENT & \ i 6 i \ / CURB FOR SANITARY SEWER CONNECTION \ Desiree & KenneM Zimmerrnon 10.11 rr� (717,5�IOA 1 25"l I E ' , I -r-- I I I I I I i I I I I I I I I I I I I I I I I i I I I � I I I I I I I I o I I I � I I 155 i I � I I � I a i m I I � T I y I I I I 14, I I I I I i I I I I I I I I I I I I I I SWPP PLAN I I I I I I I I I I I I I I I i I I I I I I I I 16.5 I I Drawn By I I - 22 I � I 155 i I � I CO -1 I C1-1 EXISTING CONDITIONS PLAN I � DEMOLITION PLAN I SITE PLAN I 14, C3-2 SWPP PLAN - I C4-1 UTILITY PLAN C8-1 I 1-1-1 I � 1-2-1 I o I � I 1-3-1 I I I � I ` I 25,. I I I / I 12" I _ I CENTER BIT. DRIVE ON - EXISTING CURB CUT * GENERAL NOTES 1. MINNESOTA STATE STATUTE REQUIRES JOTIFICATION PER "GOPHER STA FE ONE CALL" PRIOR TO COMMENCING ANY GRADING, EXCAVF TION OR UNDERGROUND WORK. 2. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OL EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CC MMENCEMENT OF CONSTRUCTION ACTIVITY. THE I> CONTRACTOR SHALL NOTIFY THE ENG NEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. 0 30 60 SCALE IN FEET `1: ON _ 3. THE CONTRACTOR SHALL TAKE ALL PRf CAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY CAMAGES TO ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASE OF THIS PF OJECT. 4. THE CONTRACTOR WILL BE RESPONSIB E FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARN1 JG SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE APPROPRIATE MINI\ ESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 5. IN ACCORDANCE WITH GENERALLY AC -'EPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSE 3LE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURPJG THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOl BE LIMITED TO NORMAL WORKING HOURS. 6. THE DUTY OF THE ENGINEER OR THE D-VELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS PERFORMANCE IS NOT NTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES IN, OR NEAR THE CONSTRUCTION SITE. 7. BEFORE BEGINNING CONSTRUCTION T! iE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES N ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT PRACTICES, STATE AND LOCAL REQUIREMENTS AND THE DETAILS SHOWN ON THE DETAIL SHEET(S) OF THE PROJECT PLAN'. 8. ALL CONSTRUCTION PERMITS, APPLICA FIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 9. ALL ENTRANCES AND CONNECTIONS T J CITY STREETS SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND NOTIFICATIONS AS REQUIRED. 10.ALL STREET REPAIRS AND PATCHING SL ALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROV DED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOIAA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE CITY. THIS SHALL 114CLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STRI ETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. I 1.ADJUST ALL EXISTING STRUCTURES, BO FH PUBLIC AND PRIVATE TO THE PROPOSED GRADES WHERE DISTURBED AND COMPLY WITH ALL RE )UIREMENTS OF THE UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 12.EXISTING TOPOGRAPHY PROVIDED BY .DUCKS ASSOCIATES, TOPOGRAPHIC SURVEY DATED 11/30/16. 13.SUBGRADE PREPARATION SHALL BE PEF FORMED IN ACCORDANCE WITH MNDOT 2112. THE TOP 3 FEET SHALL BE COMPACTED TO 100% C F THE STANDARD PROCTOR DENSITY. 14.AGGREGATE BASE SHALL BE MNDOT 2211 CLASS S. COMPACTION SHALL BE BY THE QUALITY COMPACTION METHOD. 15.PLANT MIXED BITUMINOUS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT 2360 WITH MIX DESIGN AS SHOWN ON THE DETAILS. COMPACTION SHALL BE BY THE ORDINARY COMPACTION METHOD. 16.CONCRETE CURB & GUTTER SHALL BE F ERFORMED IN ACCORDANCE W11 H MNDOT 2531. CURING SHALL BE BY THE MEMBRANE CURING `1ETHOD. EXPANSION JOINTS EVERY 200 FEET AT ALL FIXED OBJECTS. CONTRACTIONS JOINTS EVER" 10 FEET. 17.CONCRETE WALK SHALL BE PERFORMED IN ACCORDANCE WITH MND01 2521. CURING SHALL BE BY THE MEMBRANE CURING METHOD. EXFANSION JOINTS AT ALL FIVES OBJECTS. CONTRACTION JLINTS EVERY 5 FEET. -78. WORKING HOURS ARE 7 AM - 7 PM (M)NDAY - FRIDAY) AND 9 AM - 7 PM ( SATURDAY.) A 48 HOUR NOTICE IS REQUIRED FOR SATURDAY Vt ORK. 19.THE CONTRACTOR MUST HAVE A CITY-ICENSE. 20.A CITY RIGHT-OF-WAY PERMIT IS REQU RED TO WORKING WITHIN CITY ROW. SITE PLAN LEGEND BITUMINOUS PAVEMENT CALL BEFORE YOU DI 1! Gopher State One Call TWIN CI Y AREA: 651-454 0002 TOLL FRI E: 1-800-252-1166 SITE NOTES - 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WIT[ I THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION 2EQUIREMENTS. 2. ACCESSIBLE PARKING AND Al SIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/ST.,.TE REQUIREMENTS. 3. ALL CURB DIMENSIONS SHOWN F RE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL BUILDING DIMENSIONS ARE 10 THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5. TYPICAL FULL SIZED PARKING STA_L IS 9'X 18' UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 5.0' UN_ESS OTHERWISE NOTED. 7. SEE SITE ELECTRICAL PLAN FOR SIJ E LIGHTING. 8. REFER TO ARCHITECTURAL SITE PL AN FOR BUILDING SETBACKS. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE =0R CALLING FOR LOCATIONS OF AA EXISTING UTILITIES. THEY SHALL COOPERPTE WITH ALL UTILITY COMPANIES '.N MAINTAINING THEIR SERVICE AND/ OR RELOC \TION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHE2 STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LO( ATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVE; OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR C R REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. :. LouCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com 4DD QUALIFICATIC CADO files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 10-16-20 PRELIMINARY SUBMITTAL DROFFSSIC I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Todd W. McLouth - PE License No. 20383 Date 10-16-20 Loucks Project No. 20327 Project Lead TWM Drawn By TRG Checked By TWM Review Date 10-16-20 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET 1-1-1 TREE CANOPY PLAN 1-2-1 LANDSCAPE PLAN 1-3-1 LANDSCAPE DETAILS i, - \ m x _ ^� GRADING, DRAINAGE & ERO' ION CONTROL NOTES 1. SPOT ELEVATIONS REPRESENT FINISHED >URFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, / $\ OR EDGE OF PAVEMENT UNLESS OTHER'VISE NOTED. 2. CATCH BASINS AND MANHOLES IN PAV,_D AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEEL. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. x 3. ALL DISTURBED UNPAVED AREAS ARE To RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SH/ LL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL to �y f $ c VEGETATION IS ESTABLISHED. x 4. FOR SITE RETAINING WALLS "TW" EQUAI S SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF / // i , ^t'; _ ^ I WALL), "GW" EQUALS SURFACE GRADE / T WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE �t \\ R GRADE AT BOTTOM FACE OF WALL (NO - BOTTOM OF BURIED WALL COURSES). X ��F 5. STREETS MUST BE CLEANED AND SWEPT THROUGHOUT THE DURATION OF CONSTRUCTION, Ix x WITHIN 24 HOURS, WHENEVER TRACKII'IG OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT \� x IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. \\ �/ i\ F X 6. DUST MUST BE ADEQUATELY CONTROLLED. X n 1 7. SEE SWPPP FOR ADDITIONAL EROSION C ONTROL NOTES AND REQUIREMENTS. 034- \ \ 10iii,8. SEE UTILITY PLANS FOR WATER, STORM AND SANITARY SEWER INFORMATION. 9. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. LIMITS OF LOUCKS SURVEY \ X g 103e 10. SEE LANDSCAPE PLAN FOR FINAL SITE ST NBILIZATION. \ p X / X BASIN 2 \ BOTTOM -1024.0 \� r /%` � \ \ \\•.,:.o� �—'�— — � 3 HWL-1026.49 ,036 GRADING LEGEND PHASE i MINOR CONTOUR T� \ ^ 103$' PHASE I MAJOR CONTO,JR T ` , / I I I > ` 1030- 1 �o \ �� I \—/ PHASE 2 MINOR CONTOUR \ d 2t.s'tZ t o r � Ta0 1 o o \I �_ X x �...I PHASE 2 MAJOR CONTOL IR /��—To33— 4, x g ~ If J. _ I N x x v° 17'MAI j` I g a 1 ° I I LTi �04 1043.50 C ` _ \\\ \ 1038.70 J / I \ \\\ \ 1043.10 \ A 1033.20 03 `` I 1038.30 0A0 0� 03 I : I ,'0b\1 1032.80 °Aq ry 0 nI - \1046.� I03o JIla\ \ I ` o \ \ 1001- 02 I \ \ I 02 N� o en mo \ \ \ / 1020 `I 1023.00, \ / BASIN 1 I I BOTTOM -1024.0 HWL-1026.15: I �: I I I tssaPl � I .. I I I I ° it --22- 11 22 e1022.6 I I 1 22.20 I I I 1ss"PI, — CALL BEFORE YOU DIGI Gopher State One Call TWIN CITY AREA: 651-454-0002 V TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 0 30 60 SCALE IN FEET WRI LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com 4DD DUALIFICATIC CADD fries prepared by the Consultant for Jrts project are instruments of the Consultant profess nal services for use solely with respect to this prole¢ These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant With the Consultants approval, others may be permitted to brain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, addrtons or deletions to these CADD files shall be made at the full risk of that parry making such revisions, additions or deletions and that party shall hold harmlen and -indemnify the Consultant from any & all responsibilities, claims, and liabilities. 10-16-20 PRELIMINARY SUBMITTAL DROFFSSIC I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Todd W. McLouth - PE License No. 20383 Date 10-16-20 Loucks Project No. 20327 Project Lead TWM Drawn By TRIG Checked By TWM Review Date 10-16-20 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET 1-1-1 TREE CANOPY PLAN 1-2-1 LANDSCAPE PLAN 1-3-1 LANDSCAPE DETAILS i Q G i — BMCA ® x x O _ a F \• x i4 Vxm x R\ It A ET PROTECTION _ _ x x GENERAL NOTESi SEE SHEET C3-3 FOR SWPPP NOTES AND DETAILS. :ALL BEFORE YOU DIG! % Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL iE RESPONSIBLE FOR CALLING FOR - OCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/ OR RELOCATION OF LINES. THE CONTRACTOR SHALL (ONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVAP CE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, N ANHOLES, VALVES OR OTHER BURIED iTRUCTURES BEFORE DIGGING. THE CONTRACTO': SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SWPPP LEGEND 11111 SFS SILT FENCF INLET PRO - ECTION EROSION ( ONTROL BLANKET ROCK COI` STRUCTION ENTRANCE 0 30 60 SCALE IN FEET LouCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are Instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant nom any & all responsbilltles, claims, and liabilities. 10-16-20 PRELIMINARY SUBMITTAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Todd W. McLouth - PE License No. 20383 Date 10-16-20 Loucks Project No. 20327 Project Lead TWM Drawn By TRG Checked By TWM Review Date 10-16-20 CO -1 COVER SHEET C7-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET 1-1-1 TREE CANOPY PLAN 1-2-1 LANDSCAPE PLAN 1-3-1 LANDSCAPE DETAILS M SWPPP NOTES 8. IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE I IN TI N UNIT QUANTITY TEMPORARY ROCK CONSTRUCTION ENTRANCE EA 1. THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A ROAD WITH NO EA ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. CONSTRUCTED AND MADE OPERATIONAL CONCURRENT WITH THE START OF C. WHEN AN INFILTRATION SYSTEM IS EXCAVATED TO FINAL GRADE ;OR WITHIN 2,300 CURB AND GUTTER FOR A FOUR LOT RESIDENTIAL DEVELOPMENT WHERE A B. TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT. SOIL DISTURBANCE UP GRADIENT OF THE POND. THE TEMPORARY THREE (3) FEET OF FINAL GRADE), THE PERMITTEES) MUST EMPLOY RIGOROUS 4 DRIVEWAY CURRENTLY IS. With THE ROAD, UTILITIES FOR FUTURE LOTS AND AC 1.2t SEDIMENTATION BASIN SHALL BE DESIGNED TO PREVENT SHORT EROSION PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSICN BERMS) TO C4-1 STORMWATER TREATMENT WILL BE ADDED C8-1 DETAIL SHEET CIRCUITING. THE OUTFALL SHALL BE DESIGNED TO REMOVE FLOATABLE DEBRIS, KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFI-TRATION L2-1 LANDSCAPE PLAN 15. INSPECTIONS ALLOW FOR COMPLETE DRAWDOWN OF THE POND FOR MAINTENANCE AREA. THE AREA MUST BE STAKED OFF AND MARKED SO THAT HE,WY 2. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS A. INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY ACTIVITIES, AND HAVE ENERGY DISSIPATION. THE EMERGENCY SPILLWAY SHALL CONSTRUCTION VEHICLES OR EQUIPMENT WILL NOT COMPACT -HE SOIL IN FOLLOWS: REPRESENTATIVE IS REQUIRED. BE STABILIZED. THE PROPOSED INFILTRATION AREA. B. EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS C. TEMPORARY SEDIMENTATION BASINS SHALL BE SITUATED OUTSIDE OF SURFACE D. TO PREVENT CLOGGING OF THE INFILTRATION OR FILTRATION SYSTEM, THE 1. INSTALL VEHICLE TRACKING BMP FOLLOWING A 0.5" OVER 24 HOUR RAIN EVENT. WATERS AND ANY REQUIRED BUFFER ZONE, AND MUST BE DESIGNED TO PERMITTEES) MUST USE A PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER 2. 3. INSTALL SILT FENCE AROUND SITE INSTALL PROTECTIVE FENCE AROUND FILTRATION AREAS C. STABILIZED AREAS: ONCE EVERY 30 DAYS AVOID DRAINING WETLANDS, UNLESS THE IMPACT IS IN COMPLIANCE WITH STRIP, SMALL SEDIMENTATION BASIN, OR WATERUALITY INLET (E.G., GRIT Q 4. CLEAR AND GRUB SITE D. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING THE REQUIREMENTS OF THIS PERMIT. CHAMBER) SETTLE PARTICULATES BEFORE THE STORMWATER C ISCHARGES 5. STRIP AND STOCKPILE TOPSOIL D. EXCESSIVE SEDIMENT -LADEN WATER THAT IS NOT PROPERLY FILTERED WILL NOT INTO THE INFILTRATION OF FILTRATION SYSTEM. 6. REMOVE PAVEMENTS CONSTRUCTION. BE PERMITTED TO DISCHARGE FROM SITE. 7. ROUGH GRADE SITE E. INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING OF THE NOT CE OF TCD" A O UST INCLUDE DATE A 30. POST CONSTRUCTION ND M 9. INSTALL UTILITIES AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF 7. INSTALL PAVEMENTS INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND 8. FINAL GRADE SITE AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR 7. CONSTRUCT STORMWATER MANAGEMENT BASINS PERIOD. 8. INSTALL SILT FENCE AROUND BASINS 9. REMOVE ACCUMULATED SEDIMENT FROM BASINS 10. CONSTRUCT FILTRATION TRENCHES 11. SEED AND MULCH 12. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. 3. SITE DATA: AREA OF DISTURBANCE: 0.9t AC PRE -CONSTRUCTION IMPERVIOUS AREA: 0.130 AC POST -CONSTRUCTION IMPERVIOUS AREA: 0.21 AC GENERAL SOIL TYPE: LOAM 4. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. 5. ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 1 S) OR BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. 6. ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. DENOTES SLOPES GREATER THAN 3:1. ALL 3:1 SLOPES TO BE STABILIZED WITH EROSION CONTROL BLANKET 7. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. 8. TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEPMT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. 9. SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 10. SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 11. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE, RUNOFF MUST BE PROPERLY CONTAINED. 12. NO ENGINE DEGREASING IS ALLOWED ON SITE. 13. THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE FOR ALL APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN SECTIONS 3, 4, 6-24 OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. 14. TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET: A. FINAL STABILIZATION, PER NPDES PERMIT SECTION 13 HAS BEEN ACHIEVED ON ESTIMATED QUANTITIES DESCRIPTION UNIT QUANTITY TEMPORARY ROCK CONSTRUCTION ENTRANCE EA 1 PREFABRICATED CONCRETE WASHOUT EA NOT ALLOWED SILT FENCE (STANDARD) LF 2,300 EROSION CONTROL BLANKET SY - INLET PROTECTION EA 4 SEEDING AC 1.2t 16. MINIMUM MAINTENANCE A. SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS B. SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 STORAGE VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF DISCOVERY. C. SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN DAYS D. CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24 HOURS. E. PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL EVENTS GREATER THAN Y" IN 24 HOURS 17. THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE. 18. OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION. 19. SWPPP MUST BE AMENDED WHEN: A. THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE B. INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING WATER QUALITY STANDARDS. C. THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. 20. CONCRETE WASHOUT AREA A. CONCRETE WASH-OUT IS NOT ALLOWED ON-SITE. 21. IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 22. PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 23. FINAL STABILIZATION FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPACITY. 24. TEMPORARY SEDIMENTATION BASINS A. THE TEMPORARY SEDIMENTATION BASINS SHALL BE CONSTRUCTED AND MADE OPERATIONAL PRIOR TO DISTURBANCE OF 10 OR MORE ACRES DRAINING TO A COMMON LOCATION. B. TEMPORARY SEDIMENTATION BASINS ARE REQUIRED PRIOR TO RUNOFF LEAVING THE CONSTRUCTION SITE OR ENTERING SURFACE WATERS WHEN 10 OR MORE ACRES OF DISTURBED SOILS DRAIN TO A COMMON LOCATION. THE BASIN MUST PROVIDE 3,600 CUBIC FEET OF STORAGE BELOW THE OUTLET PER ACRE DRAINED. IF HYDRAULIC CALCULATIONS ARE AVAILABLE, THE TEMPORARY SEDIMENTATION BASIN MUST PROVIDE A STORAGE VOLUME EQUIVALENT TO THE 2 -YEAR, 24-HOUR STORM, BUT IN NO CASE LESS THAN 1800 CUBIC FEET PER ACRE DRAINED. THE TEMPORARY SEDIMENTATION BASIN MUST BE RECEIVING WATERS 25. DEWATERING AND BASIN DRAINING A. TURBID OR SEDIMENT -LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING SHALL BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. THE TEMPORARY OR PERMANENT BASIN MAY DISCHARGE TO SURFACE WATERS IF THE BASIN WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT THE NUISANCE CONDITIONS WILL NOT RESULT FROM THE DISCHARGE. DISCHARGE POINTS SHALL BE ADEQUATELY PROTECTED FROM EROSION AND PROPER VELOCITY DISSIPATION PROVIDED. B. ALL WATER FROM DEWATERING OR BASIN -DRAINING ACTIVITIES MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION IN THE RECEIVING CHANNELS OR ON DOWN SLOPE PROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACTS TO THE WETLAND. C. IF FILTERS WITH BACKWASH WATERS ARE USED, THE BACKWASH WATER SHALL BE HAULED AWAY FOR DISPOSAL, RETURNED TO THE BEGINING OF THE TREATMENT PROCESS, OR INCORPORATED INTO SITE IN A MANNER THAT DOES NOT CAUSE EROSION. BACKWASH WATER MAY BE DISCHARGED TO SANITARY SEWER IF PERMISSION IS GRANTED BY THE SANITARY SEWER AUTHORITY. 26. POLLUTION PREVENTION A. BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS MUST BE UNDER COVER TO PREVENT DISCHARGE OR PROTECTED BY AN EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. B. PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS MUST BE UNDER COVER. C. HAZARDOUS MATERIALS AND TOXIC WASTE MUST BE PROTECTED TO PREVENT VANDALISM. D. SOLID WASTE MUST BE STORED, COLLECTED AND DISPOSED OF IN COMPLIANCE WITH MINN. R. CH 7035. E. PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE WITH MINN. R. CH 7041. F. DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED SHALL BE PREVENTED USING DRIP PANS OR ABSORBENTS. SUPPLIES SHALL BE AVAILABLE AT ALL TIMES TO CLEANUP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD MUST BE AVAILABLE FOR RECOVERED SPILLED MATERIALS. 27. DESIGN CALCULATIONS TEMPORARY & PERMANENT STORMWATER TREATMENT ARE DESIGNED TO MEET MPCA GENERAL & SPECIAL WATER REQUIREMENTS. CALCULATIONS ARE PART OF THE HYDROLOGY REPORT, WHICH IS TO BE CONSIDERED PART OF THE SWPP DOCUMENTS. SEE HYDROLOGY REPORT FOR ADDITIONAL INFORMATION. 28. GENERAL STORMWATER DISCHARGE REQUIREMENTS ALL REQUIREMENTS LISTED IN SECTIONS 5-7,14,16-19,21, 24 OF THE PERMIT FOR DESIGN OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM AND DISCHARGE HAVE BEEN INCLUDED IN THE PREPARATION OF THIS SWPP. THESE INCLUDE BUT ARE NOT LIMITED TO: A. THE EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION PRECIPITATION. B. THE NATURE OF STORMWATER RUNOFF AND RUN-ON AT THE SITE. C. PEAK FLOW RATES AND STORWATER VOLUMES TO MINIMIZE EROSION AT OUTLETS AND DOWNSTREAM CHANNEL AND STREAM BANK EROSION. D. THE RANGE OF SOIL PARTICLE SIZES EXPECTED TO BE PRESENT ON THE SITE. 29. CONSTRUCTION OF FILTRATION BASINS A. NO HEAVY TRAFFIC ON FILTRATION AREAS. CONSTRUCTION TO BE DONE WITH MINIMAL COMPACTION TO FILTRATION AREAS. IF COMPACTION IS ENCOUNTERED, BASIN SOILS FOR THE FIRST & MUST BE REMOVED & RELAID. B. INFILTRATION SYSTEMS MUST NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAD BEEN CONSTRUCTED AND FULLY STABILIZED UNLESS RIGOROUS EROSIN PREVENTION AND SEDIMENT CONTROLS ARE PROVIDED( SECTION 16.4). NAME OF WATER BODY TYPE OF WATER BODY SPECIAL WATER IMAIRED WATER TYPE OF SPECIAL WATER CHRISTMAS LAKE LAKE LUCY LAKE NO NO TODD MCLOUTH LAKE NO NO VAL ANDERSON LOUCKS 763-496-6728 CONTRACTOR PENDING C3-1 GRADING & DRAINAGE PLAN C3-2 SITE MANGER C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 CERTIFICATION UrrvEwtr OF MINNFSMA Valentina Anderson THE WATER QUALITY VOLUME THAT MUST BE RETAINED ON SITE BY TH _ PROJECT'S PERMANENT STORMWATER MANAGEMENT SYSTEM DESCRIBED IN SECTION 15 SHALL BE ONE (1) INCH OF RUNOFF FROM THE NEW IMPERVIOUS SURF/.CES CREATED BY THE PROJECT. SEE SECTION 15. FOR MORE INFORMATION ON INFILTRATION DESIGN, PROHIBITIONS AND APPROPRIATE SITE CONDITIONS. 31. RESPONSIBILITIES A. THE OWNER MUST IDENTIFY A CONTRACTOR WHO WILL OVERSEI THE SWPPP IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND MAINTENANCE: B. THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR LONG TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM: 32. TRAINING REQEMENTS THE PERMITTES(S) SHALL ENSURE THE FOLLOWING INDIVIDUALS IDENTI=IED IN THIS PART HAVE BEEN TRIANED IN ACCORDANCE WITH THIS PERMIT'S TRAIN NG REQUIREMENTS. 1. WHO MUST BE TRAINED: A. INDIVIDUAL(S) PREPARING THE SWPPP FOR THE PROJECT B. INDIVIDUAL(S) OVERSEEING IMPLEMENTATION OF, REVISINC, AND/OR AMENDING THE SWPPP AND INDIVIDUALS(S) PERFORMING INSPECTIONS FOR THE PROJECT. ONE OF THESE INDIVDUAUS) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA. C. INDIVIDUAL(S) PERFORMING OR SUPERVISING THE INSTALLATION MAINTENANCE AND REPAIR OF BMPS. AT LEAST ONE INDIVIDUALDN A PROJECT MUST BE TRAINED IN THES JOB DUTIES. 2. TRAINING CONTENT: THE CONTENT AND EXTENT OF TRAINING MUST BE COMME VSURATE WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH REGARD TO ACTIVITIES COVERED UNDER THIS PERMIT FOR THE PROD _CT. AT LEAST ONE INDIVIDUAL PRESENT ON THE PERMITTED PROJECT SITE (OR AVAVILABLE TO THE PROJECT SITE IN 72 HOURS) MUST BE TKAINED IN THE JOB DUTIES DESCRIBED IN SECTION 21.26 AND SECTION 21..!C. 33. THE PERMITTEE(S) SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED 13Y LOCAL, STATE, FEDERAL AGENCIES, PROFESSIONAL OR OTHER ENTITIES WITH EX'ERTISE IN EROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER MANAGEMENT AND THE MINNESOTA NPDES/SDS CONSTRUCTION STOF MWATER PERMIT. AN UPDATE REFESHER-TREINING MUST BE ATTENDED EVERY TH ZEE (3) YEARS STARTING THREE (3) YEARS FROM THE ISSUANCE DATE OF THIS PERMIT. 33. LIST OF CONTACTS TITLE NAME COMPANY PHONE NUM3ER OWNER KEN ASHFELD TWM Review Date PROJECT MANAGER TODD MCLOUTH LOUCKS 763-496-6742 ENGINEER SWPPP VAL ANDERSON LOUCKS 763-496-6728 CONTRACTOR PENDING C3-1 GRADING & DRAINAGE PLAN C3-2 SITE MANGER C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET 1-1-1 * MPCA 24HR. HAZARDOUS SPILL HOTLINE: 651-649-5457 OF 80420798 SPECIAL AND IMPAIRED WATERS `L t tis E xCCl�,.7 -. , e g - -- _ - � e'""� `'-�� ate► t nt... ror; xd Shorcwood `1 ,...L=.,t._ Fmk r;I-NNLPIN bA t E C UW fikJE Reg nal!, Y Pam Lucw y Ann '�l Lake inn r , f ; lura . _ 9 "t e Chanhassen _ 0mLoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CARD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for Information and reference only. Ail intentional or unintentional revisions, additions, nr deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and the party shall hold harmless and indemnify the Consultant from arty & all responsibilities, claims, and liabilities. 10-16-20 PRELIMINARY SUBMITTAL 1 hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. Todd W. McLouth - PE License No. 20383 Date 10-16-20 Loucks Project No. 20327 Project Lead TWM Drawn By TRG Checked By TWM Review Date 10-16-20 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET 1-1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-11. _ LANDSCAPE DETAILS A` 0 I g i c \ A� i oC \ / a oCD m / ip"m \ / 2rt / f � � T / \ BASIN 2 0,175-MAl I �I NEW WATER SERVICE TO EX. HOUSE HYDRANT W/GATE / I \10'H91I `--aQTTOM:1024.0 _ ! H W L: 1026.49 CONNECT TO EX. ANI. MH RIM: 1032.42 INV: 1022.00 V80 LF - 811 P C@0.40% SAND MH 1 RIM:11033.0 INV: �022.32 UTILITY NOTESi 1. ALL SANITARY SEWER, STORM SEWER SND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OI THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND -HE STANDARD UTILITIES SPECII ]CATION OF THE CITY CENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. a 2. ALL UTILITY PIPE BEDDING SHALL BE C IMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED I ER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3. ALL CONNECTIONS TO EXISTING UTILI LIES SHALL BE PERFORMED PER FHE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHI J THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 233 LF - 8" PVC @ 0.40% j til SANITARY SEWER & Project Lead i5.5"BO 4 � I �� 21.5'ELi I � WATER SERVICE, TYP. I Y TRG - I I I CB � I I / 10-16-20 RIM: 1025.2 \ CO -1 INV: 1022.02 I l C1-1 EXISTING CONDITIONS PLAN C1-2 I I C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN BASIN i 65'-8 PVC @ 0.7% C3-3 / C4-1 UTILITY PLAN C8-1 \ \F<F I 239 LF - 8" 1 I \ I I L1-1 'MMA I_ PVC @ 0.40% CB L3-1 \ F I I I MH I 62'-12 RCP @ 0.5% I ° \ v 1 + RIM: 1029.0 f INV: 1021.56 8" NVC: WA I LKMAIN -' � Project Lead i5.5"BO 4 Drawn By TRG \ TWM / 10-16-20 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 I I C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN BASIN i SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET L1-1 TREE CANOPY PLAN BOTTOM: 1024.0 CB L3-1 4::: L HWL: 1026.15 RIM: 1025.2 ° INV: 1021.99 16.5- 1 1 L.. i ° 0I I ) - 22"PI 1 1 I° PI 15.5" 1 o::. CALL BEFORE YOU DIGI % Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. FES INV: 1021.25 SANI. MH 2 RIM: 1030.5 INV: 1023.25 WET -TAP CONNECTION W/8" GATE VALVE 4. ALL STORM SEWER, SANITARY SEWER IND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE N DTED. 5. A MINIMUM OF 18 INCHES OF VERTIC/ 1 SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES UNLESS CTHERWISE NOTED. 6. ALL NEW WATERMAIN AND SERVICES f `iUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MI JIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHA L FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AN D SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PRO"IDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7. ALL FIRE HYDRANTS SHALL BE LOCATE:) 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. WATERMAIN CL 52 DIP 8" DIAMETER SANITARY SEWER PVC S DR 35 & SCH 40 8" DIAMETER WATER SERVICE COPP -R TYPE K/HDPE V DIAMETER SANITARY SERVICE PVC S __H 40 4" DIAMETER STORM SEWER PVC 8" TO 10" DIAMETER STORM SEWER RCP 12" DIAMETER 9. ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SER ✓ICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820 10.ALL JOINTS AND CONNECTIONS IN THE STORM .SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT COW IECTIONS TO MANHOLES, CATC HBASINS, AND OTHER STRUCTURES. :.LoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com 11.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, PART 4715.0540: • • a • • a. PIPES 4 -INCH TO 10 -INCH IN SIZE ! 4UST COMPLY WITH AASHTO M252. CADD ales prepared by the Consultant for the protea are b. PIPES 12 -INCH TO 60 -INCH IN SIZE MUST COMPLY WITH ASTM F2306. instruments of the Consultant professional services for use solely c. ALL FITTINGS MUST COMPLY WIT[ I ASTM D3212. with respect to this project. These CADD files shall not be used on other projects, for additions to this protea or for completion d. WATER -TIGHT JOINTS MUST BE U� ED AT ALL CONNECTIONS INCLUDING STRUCTURES, of the project by others without ionme, approve) by the Consultant. With the Consultants approval, others may be permitted to obtain copies of the CADD drawing fles for 12. CONTRACTOR AND MANHOLE FABRICATOR SHALL SUMP (LOWER) ALL STORM SEWER CATCH BASIN information and reference only. All intentional or unintentional revisions, additions, or deletions to these CARD files shall be CASTINGS WITHIN PAVED AREAS 0.16 'EET OR 2 -INCHES BELOW THE RIM ELEVATION DEPICTED ON made at the fun risk of that parry making such revisions, additions THE UTILITY PLAN. or deletions and that parry shall hold harmless and indemnify the Consultant from any & all responsibilities, claims and abilities. 13.ALL STREET REPAIRS AND PATCHING SI TALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESO LA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHAL - INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WIT[ IOUT THE EXPRESSED AUTHORITY OF OF THE CITY. 14.THE CITY SHALL OPERATE ALL GATE V \LYES. 15,CONNECTIONS TO EXISTING MANHOL ES SHALL BE MADE BY CORE DRILLING THE MANHOLE AT THE PROPOSED INVERT ELEVATIONS AND 14STALLING A RUBBER BOOT. GROUT IN THE BOOT AND AN INVERT FOR THE NEW SEWER LINE. 16.PIPE LENGTHS SHOWN ON THE PLAN I `1CLUDE THE APRON SECTION. 17. WATERMAIN PIPE SHALL BE DIP CLASS 32, INSTALLED WITH 7.5 FEET OF COVER TO TOP PIPE. FITTINGS SHALL BE COMPACT TYPE. PIPE AND FITTINGS SHALL HAVE A CEMENT MORTAR LINING. CONDUCTIVITY SHALL BE PROVIDED F Y WELDED STRAPS ACROSS EACH JOINT 18.TRENCH COMPACTION SHALL BE 95% STANDARD PROCTOR DENSITY IN THE AREA FROM THE PIPE ZONE TO WITHIN 3 FEET OF FINISHED SRADE AND 100% IN FINAL 3 FEET OF THE BACKFILL TO FINISH GRADE. 0 30 60 SCALE IN FEET 10-16-20 PRELIMINARY SUBMITTAL DRAFFSSIC I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Todd W. McLouth - PE License No. 20383 Date 10-16-20 Loucks Project No. 20327 Project Lead TWM Drawn By TRG Checked By TWM Review Date 10-16-20 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS ON LOUCKS FINISHED GRADE 2" BIT. WEAR COURSE, MN/DOT 2360 SPWEA240B TACK COAT, MN/DOT 2357 2" BIT. NON -WEAR COURSE, MN/DOT 2360 SPNWB230B 6" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 24" SELECT GRANULAR, MN/DOT 3149.D GEOTEXTILE FILTER FABRIC TYPE V, MN/DOT 3733.2 APPROVED SUBGRADE STANDARD BITUMINOUS PAVEMENT SECTION ■ LOUCKS LOUCKS PLATE NO. 2031 DRAWN 12/2016 6" PRECAST REINFORCED CONCRETE MANHOLE SLAB WITH #4 BARS AT 5" O.C. EACH WAY AND 244 BARS AT ALL SIDES OF OPENING. MANHOLE STEPS, NEENAH R1981J OR EQUAL, 16" ON CENTER AS APPROVED BY OSHA. TOP OF BARREL SECTION BELOW TOP SLAB TO HAVE FLAT TOP EDGE SEALED WITH 2 BEADS OF RAMNEK OR EQUAL. MINIMUM SLAB THICKNESS IS 6" 27"/30" CATCH BASIN LOUCKS PLATE NO. 4303 DRAWN 12/2016 M H MANHOLE CASTING AND COVER, NEENAH R-1642 OR ADJUST CASTING TO Y4" - APPROVED EQUAL WITH TWO (2) CONCEALED PICK HOLES. Y2" BELOW FINISHED GRADE, TYPICAL FOR ALL VARIABLE THICKNESS HDPE ADJUSTING RINGS CASTINGS IN PAVEMENT AS REQUIRED. MIN. OF 4" ADJUSTMENT AND MAX. OF 12" ADJUSTMENT. USE LARGER ADJUSTMENT RINGS TO MINIMIZE THE NUMBER 7"7- COPOLYMER OF JOINTS. INCLUDE ONE 2" RING IMMEDIATELY UNDER THE CASTING. USE TAPERED RINGS TO MATCH CASTING TO STREET GRADE. APPLY BUTYL SEALANT BETWEEN ALL THE JOINTS. INSTALLCONCRETE RINGS SET IN A MORTAR BED ARE WHEN ACCEPTABLE. NOTES: M.H. E 1• WHERE WATER MAY STAND, TOP OF MH PLACEDOUTSIDESHALL BE 2 FEET ABOVE GROUND, v OF THEAND/OR 2 FEET ABOVE THE 100 YEAR STORM WATER LEVEL. 2. ON MANHOLES 8' DEEP AND GREATER A ONE FOOT FOUR INCH (1-4") PRECAST SECTION SHALL BE PLACED 8IMMEDIATELY BELOW CONE SECTION. •3. WHEN MANHOLE DEPTH IS LESS THAN 8', STEPS 16" O.C. ON A TOP SLAB SHALL BE USED IN PLACE OF DOWNSTREAM SIDE. THE CONE. TOP SLAB SHALL BE SUITABLE EXTRUDED ALUMINUM FOR AASHTO HS20 HIGHWAY LOADINGS. OR STEEL REINFORCED THE SLAB SHALL BE SET ON A MORTAR PLASTIC. BED. 4. ALL JOINTS BETWEEN SECTIONS SHALL HAVE RUBBER O-RING GASKETS. 5. MINIMUM BASE SLAB THICKNESS, 6" TO 14' DEPTH. INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14'. D A�— w Z 20" TO SPRING LINE MINIMUM RIPRAP REQUIRED LOUCKS PLATE NO. DIA. OF PIPE (IN.) (MAX.) RCP QUANTITY (C.Y.) CMP/HDPE QUANTITY (C.Y.) Q 12 8 5 FLOW ---- °• 15 + 5 1 5 III 18 10 6 7 III NOTE: ALL SECTION A -A BENCH _ 8 10 CONNECTIONS SLOPE 14 12 THROUGH MH SHALLSLOPE III 36 16 HAVE A RUBBER BOOT. 2"/FOOT III 42 ANY FIELD ADDED ° — — 27 — — ° OPENING FOR PIPE 4 20 26 32 SHALL BE CORE O 22-28 ° • DRILLED AND AN I 1 1 ELASTOMERIC RUBBER •p • ' , . B B BOOT INSTALLED.All • SECTION B -B A LOUCKS PLATE NO. i■ LOUCKS STANDARD SANITARY 4000 SEWER MANHOLE DRAWN 2/2016 RIPRAP REQUIRED: SEE STD. PLATE 4308 OR 4309 :E 4308-4309 FOR RIPRAP DETAIL TIE THE LAST 3 JOINTS ON INLET AND OUTLET PIPES. USE 2 TIE BOLT FASTENERS PER JOINT INSTALLED AT 60 DEG FROM TOP OR BOTTOM OF PIPE. USE 5/8" TIE FOR PIPE SIZES 12" TO 27". USE 3/4" TIE FOR PIPE SIZES 30" TO 66". USE 1 " TIE FOR PIPE SIZES OVER 72". TRASH GUARDS WILL BE REQUIRED ON 24" OR LARGER PIPE. 6"MAX MIN. SIZE OF PIPE "L" 21 " TO 42" 6" 48" TO 72" 12" PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S. GALVANIZE AFTER FABRICATION. LOUCKS PLATE NO. ■ LOUCKS TRASH GUARD 4306 RCP APRON DRAWN 2/2016 —III III EXCAVATED TRENCH I I I I i III- BACKFILL WIDTH I- COMPACTED AS SPECIFIED _IIII IIIA —III zt: )112- ' . —I I ENCASEMENT ""= ,:xIII- tl— o _W. -II PLAST IIII PIPE IC -11 I 6 1=III IIII BEDDING -ISII=71r=rm� I1I IIIIIFOUNDATION -III-IIII (MAY NOT BE —III—III_ REQUIRED) 11-1I NOTE: GRANULAR MATERIALS FURNISHED FOR USE IN FOUNDATION, BEDDING, ENCASEMENT, OR BACKFILL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: • FOUNDATION MATERIALS SHALL HAVE 100% PASSING THE 1 1/2" SIEVE AND A MAXIMUM OF 10% PASSING THE No. 4 SIEVE. NOT LESS THAN 50% OF THE MATERIAL RETAINED BY THE No. 4 SIEVE SHALL HAVE ONE (1) OR MORE CRUSHED FACES. HARD, DURABLE CRUSHED CARBONATE QUARRY ROCK MAY BE USED FOR FOUNDATION MATERIALS. • BEDDING AND ENCASEMENT MATERIALS FOR FLEXIBLE PIPE SHALL MEET THE REQUIREMENTS OF MNDOT SPECIFICATION 3149.261, GRANULAR BORROW, EXCEPT THAT 100% SHALL PASS THE ONE INCH 0 ") SIEVE. • BACKFILL MATERIALS SHALL. CONSIST OF SUITABLE EXISTING TRENCH MATERIALS, EXCEPT AS OTHERWISE SPECIFIED. SUITABLE MATERIAL SHALL BE DEFINED AS A MINERAL SOIL FREE OF FOREIGN MATERIALS (RUBBISH, ORGANICS & DEBRIS), FROZEN CLUMPS, OVERSIZE STONE, ROCK, CONCRETE OR BITUMINOUS CHUNKS, AND OTHER UNSUITABLE MATERIALS THAT MAY DAMAGE PIPE, PREVENT THOROUGH COMPACTION, OR INCREASE THE RISKS OF SETTLEMENT. LOUCKS PLATE NO. i■ LOUCKS PLASTIC PIPE 4008 BEDDING DRAWN 2/2016 1'(12"-27" DIA. PIPE) 1.5' (30" AND LARGER PIPE) RIPRAP Da 0.;. 6" GRANULAR FILTER MATERIAL GEOTEXTILE FABRIC, TYPE IV SECTION B -B NOTE: ONE CUBIC YARD IS APPROXIMATELY 1.4 TONS. A L DIAD 1 -=I 2 PLAN I 0 RIP -RAP OUT FROM THE APRON SHALL NOT BE HIGHER THAN THE APRON INVERT. RIPRAP V(12"-27" DIA. PIPE) 1.5' (30" AND LARGER PIPE) 6" GRANULAR FILTER MATERIAL— SECTION A -A �GEOTEXTILE FABRIC TYPE IV EXTEND 1' UNDER APRON LOUCKS PLATE NO. LOUCKS RANDOM / HAND 4308 PLACED RIPRAP DRAWN 2/2016 USE A "QWIKSEAL" AD aPTOR FROM FERNCO OR APPROVED EQUAL WHEN CONNECTING TO AN EXIS- ING SEWER LINE. USE THE SAME PIPE MATEPIAL w FROM THE WYE AT THE M AIN 45° BENDAT PL� a0 w TO THE CAP AT THE ENE OF o- Z THE SERB CE.-,�\ 5' RISER STUB O & PLUG 45' BEND AT WY WYE 2"X2" or 4"X4" AT END OF SERVICE. i 5' MEDIUM DUTY, (1.25 POUNDS/FOO- ) STEEL FENCE POST EXPDXY-RESIN COATED, PAINTED OR 3ALVANIZED INSTALLED TO 6" BELOW FINISHED GF ADE. 10' MIN. DEPTH OR AS SPECIFIED SERVICE PIPE SHALL BE ' 4" OR t,", AS SPECIFIED NOTE: SEE DETAIL 4007 FOR TRACER WIRE, WHEN 5' RISER STUB & PLUG MINIMUM 2% GRADE 45° BEND AT PL O w WYE IN �Z aJ ■ LOUCKS W SEWER SER'/ICE CONNECTION UP TO 14' D :_PTH WIDTH PIPE RCP PIPE Ir:1 III=1 I I=1 I I-1 I I-- CLASS B BEDDING EXCAVATED TRENCH WIDTH PIPE 18 WIDTH (��R RCP Ilk PIPE LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com MINIMUM RIPRAP REQUIRED LOUCKS PLATE NO. DIA. OF PIPE (IN.) L (FT.) RCP QUANTITY (C.Y.) CMP/HDPE QUANTITY (C.Y.) CLASS 12 8 5 1 5 III 15 8 5 1 5 III 18 10 6 7 III 24 12 8 10 III 30 14 12 13 III 36 16 14 17 III 42 18 22 27 IV 48 20 26 32 IV >48 22-28 30-40 32-40 IV 1 -=I 2 PLAN I 0 RIP -RAP OUT FROM THE APRON SHALL NOT BE HIGHER THAN THE APRON INVERT. RIPRAP V(12"-27" DIA. PIPE) 1.5' (30" AND LARGER PIPE) 6" GRANULAR FILTER MATERIAL— SECTION A -A �GEOTEXTILE FABRIC TYPE IV EXTEND 1' UNDER APRON LOUCKS PLATE NO. LOUCKS RANDOM / HAND 4308 PLACED RIPRAP DRAWN 2/2016 USE A "QWIKSEAL" AD aPTOR FROM FERNCO OR APPROVED EQUAL WHEN CONNECTING TO AN EXIS- ING SEWER LINE. USE THE SAME PIPE MATEPIAL w FROM THE WYE AT THE M AIN 45° BENDAT PL� a0 w TO THE CAP AT THE ENE OF o- Z THE SERB CE.-,�\ 5' RISER STUB O & PLUG 45' BEND AT WY WYE 2"X2" or 4"X4" AT END OF SERVICE. i 5' MEDIUM DUTY, (1.25 POUNDS/FOO- ) STEEL FENCE POST EXPDXY-RESIN COATED, PAINTED OR 3ALVANIZED INSTALLED TO 6" BELOW FINISHED GF ADE. 10' MIN. DEPTH OR AS SPECIFIED SERVICE PIPE SHALL BE ' 4" OR t,", AS SPECIFIED NOTE: SEE DETAIL 4007 FOR TRACER WIRE, WHEN 5' RISER STUB & PLUG MINIMUM 2% GRADE 45° BEND AT PL O w WYE IN �Z aJ ■ LOUCKS W SEWER SER'/ICE CONNECTION UP TO 14' D :_PTH WIDTH PIPE RCP PIPE Ir:1 III=1 I I=1 I I-1 I I-- CLASS B BEDDING EXCAVATED TRENCH WIDTH PIPE 18 WIDTH (��R RCP Ilk PIPE LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com COMPACTED BACKFILL COMPACTED SAND OR 3/4" 71- TO 1-2" CLEAR ROCK (AS DIRECTED) COMPACTED SUBGRADE COMPACTED BACKFILL SHAPE BOTTOM OF EXISTING TRENCH MATERIAL TO FIT PIPE BARREL. CLASS C BEDDING LOUCKS PLATE NO. i■ LOUCKS CONCRETE PIPE 4310 BEDDING DRAWN 2/2016 10-16-20 PRELIMINARY SUBMITTAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Todd W. McLouth - PE License No. 20383 Date 10-16-20 Loucks Project No. CADD files prepared by the Consuitant for th's project a LOUCKS PLATE NO. instruments of the Consultant professional services for use solely Drawn By with respect to this project. These CADD files shall not be used 4004 an other projects, for additions to this project, or for completion Review Date of this project by others without written approval by the 0-2 Consultant. With the Consultant's approval, others may be DRAWN 2/2016 permitted to obtain copies of the CADD drawing files for C4-1 information and reference only. All intentional or unintentional C8-1 revisions, additions, or deletions to these CADD files shall be 1-1-1 made at the full risk of that party making such revisions, additions L2-1 or deletions and that party shall hold harmless and indemnify the L3-1 Consultant from any & all respons,hilkie;, claims, and liabilires- COMPACTED BACKFILL COMPACTED SAND OR 3/4" 71- TO 1-2" CLEAR ROCK (AS DIRECTED) COMPACTED SUBGRADE COMPACTED BACKFILL SHAPE BOTTOM OF EXISTING TRENCH MATERIAL TO FIT PIPE BARREL. CLASS C BEDDING LOUCKS PLATE NO. i■ LOUCKS CONCRETE PIPE 4310 BEDDING DRAWN 2/2016 10-16-20 PRELIMINARY SUBMITTAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Todd W. McLouth - PE License No. 20383 Date 10-16-20 Loucks Project No. 20327 Project Lead TAM Drawn By TRG Checked By TWM Review Date 10-16-20 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C11-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN 0-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET 1-1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS ;i: NOTES: 20327 • 6' HUB WITH THREADED PVC PLUG - DO NOT GLUE • CASTING MAY BE REQUIRED SEE SPECIFICATIONS TRIG 10' GREEN ENAMEL U -CHANNEL TWM FENCE POST W/ TOP 6 INCHES 10-16-20 WRAPPED WITH 3M SCOTCHLITE SWPP PLAN REFLECTIVE TAPE OR EQUAL. SWPP NOTES & DETAILS C4-1 UTILITY PLAN 2 5' 25' 'n' DETAIL SHEET ONE PIECE 6" PVC TREE CANOPY PLAN H. 40 CLEANOUT LANDSCAPE PLAN RISER LANDSCAPE DETAILS VARIES 4.0' VARIES PVC LONG SWEEP BEND SCH. 40 END OF LINE CLEANOUT IN LINE CLEANOUT LOUCKS PLATE NO. i■ LOUCKS DRAINTILE 4315 CLEAN—OUT STRUCTURE DRAWN 2/2016 CL VARIABLE VARIABLE VARIABLE STEEL FENCE POST 4' ABOVE GRADE (PAINTED BLUE)— CURB STOP AND BOX (ADJUST TO 1" BELOW FINISH GRADE) PL WATER SERVICE 1"TYPE "Kr' COPPER m 1" CORPORATION Z Q STOP i CONCRETE BLOCK SUPPORT WATERMAIN--/ CRIMPTED END OF 1 -FT PIGTAIL NOTE: FOR SERVICES LARGER THAN 1 ", A TAPPING SLEEVE IS REQUIRED. ROCKWELL TYPE 230, FULL CIRCLE, WITH TAP THREADED FOR APPROPRIATE SIZE COPPER CORPORATION STOP. OR EQUAL. NOTE: 1. CURB BOX SHALL HAVE A STATIONARY ROD. 2. CURB BOX SHALL EXTEND FROM 78" TO 90". 3. SERVICE SHALL BE BEDDED IN GRANULAR BORROW. 4. FOR CURB BOX IN PAVEMENT, USE FORD TYPE A CASTING & COVER. LOUCKS PLATE NO. LOUCKS COPPER WATER 4603 SERVICE CONNECTION SUGGESTED CONSTRUCTION SEQUENCING (NOTE TO DESIGNER: EDITAS NEEDED TO MEET PROJECT REQUIREMENTS) 1. INSTALL APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION. 2. ALL DOWN -GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS. 3. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES, ESPECIALLY AFTER EACH RAINFALL EVENT. 4. INSTALL ALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, NATURAL GAS, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINAL GRADE OF BIORETENTION DEVICE. 5. ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION, LEAVE A MINIMUM OF 1 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROM CLOGGING. 6. COMPLETE, STABILIZE, AND VEGETATE ALL OTHER SITE IMPROVEMENTS. 7. CONSTRUCT AND VEGETATE SIORETENTION DEVICE FOLLOWING STABILIZATION OF CONTRIBUTING DRAINAGE AREA. ENSURE THAT CRITICAL ELEVATIONS, SUCH AS UNDERDRAIN INVERT, TOP OF MEDIA, TOP OF MULCH, AND INVERT OF OVERFLOW STRUCTURE (IF PRESENT) ARE CORRECT. & REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED. GENERAL NOTES (NOTE TO DESIGNER: EDITAS NEEDED TO MEET PROJECT REQUIREMENTS) 1. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION. 2. SEE MINNESOTA STORMWATER MANUAL FOR SUBGRADE PREPARATION. MATERIAL SPECIFICATIONS: BIOFILTRATION SOIL MIX D: (BY VOLUME) COARSE SAND: 65 PERCENT TOPSOIL: 25 PERCENT (NO CLAY CONTENT) COMPOST(MNDOT GR. 2): 10 PERCENT (NO CLAY CONTENT) PLANT MATERIAL TOLERANT OF INUNDATION AND DROUGHT. NATIVE PLANTS RECOMMENDED. DEPTH REQUIRED TO DRAIN PRACTICE IN 48 HOURS OR LESS, NOT TO EXCEED 18". CURB GRASS PRE-TREATMENT UNDISTURBED, UNCOMPACTED INSITU SOIL - INFILTRATION RATES GREATER THAN 1'r/HOUR 3" SHREDDED WOOD MULCH (MnDOT TYPE 6) SUGGESTED MIN. PLANTING MEDIUM DEPTH 30" WITH A WELL BLENDED MIXTURE (BY VOLUME): 50-60% HOMOGENOUS CONSTRUCTION SAND 20-30% ORGANIC LEAF COMPOST 20-30% NATIVE TOPSOIL :■ LOUCKS 3H:1 L BIORETENTION BASIN LOUCKS PLATE NO. 4315 DRAWN 2/2016 DRAWN 12/2016 'II=III 111111= —III—I EXCAVATED TRENCH –III WIDTH —I T12-111 ���� t���:- _ ��tP�:�..•.:;:�,:;�;:sq�1��,�;~,..:.:M; >;: °;: SAND I-111 BEDDING I— _I=1 PIPE I— _ III,�,IIIl�lllllilll1l�l111l�l1lll�lll1l;1111—_I,I III—III 111111 III—I EXCAVATED TRENCH –1111 WIDTH —1 12' 111111 IIIA III= ,111=1 0 0 0 01 I I =1 ROCK BEDDING PIPE o 0 0 I— O -1111jIIIII�IIIIlilllll�llll11�lll,;,III„ IIIII,� NOTE: GRANULAR MATERIALS FURNISHED FOR USE IN FOUNDATION, BEDDING, ENCASEMENT, OR BACKFILL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: • FOUNDATION MATERIALS SHALL HAVE 100% PASSING THE 1 1/2" SIEVE AND A MAXIMUM OF 10% PASSING THE No. 4 SIEVE. NOT LESS THAN 50% OF THE MATERIAL RETAINED BY THE No. 4 SIEVE SHALL HAVE ONE (1) OR MORE CRUSHED FACES. HARD, DURABLE CRUSHED CARBONATE QUARRY ROCK MAY BE USED FOR FOUNDATION MATERIALS. ROCK BEDDING MATERIALS SHALL BE 3/4" TO 1-1/2" CLEAR ROCK. IF IN-SITU MATERIAL UNDER ROCK BEDDING IS UNSTABLE, USE AS MUCH ROCK AS NECESSARY TO STABILIZE. LOUCKS PLATE NO. ire LOUCKS DUCTILE IRON PIPE 4615 BEDDING DRAWN 2/2016 LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for tris project ore instruments of the Consultant professional services for rise solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that parry making such revisions, additions or deletions and that parry shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 10-16-20 PRELIMINARY SUBMITTAL DROFF551[, I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Todd W. M<Louth- PE License No. 20383 Date 10-16-20 Loucks Project No. 20327 Project Lead TWM Drawn By TRIG Checked By TWM Review Date 10-16-20 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN 0-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN CS -1 DETAIL SHEET 1-1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS I Ln =a m coO C Z D z 0— rt L1is _ is /: y P ,o m m y ;3 is _1034- 1 --.,036—�-- ---- ` - 1038— . / 413 ,I M 0 DESCRIPTION e/ O SQUARE ACRES ELM 21.5" / FEET MAPLE ------------- NET SITE AREA 3 122,379 2.81 A OUTLOT'A' AND PRIVATE ROAD SPRUCE 27,878 0.64 5 TOTAL AREA 100% 150,257 3.45 PINE 19" REMOVED 7 ASH B EXISTING CANOPY COVERAGE 39% 59,059 1.34 C REQUIRED MINIMUM CANOPY COVERAGE 30% 45,077 1.03 10 (LOW DENSITY RESIDENTIAL) 11.1 REMOVED 11 D PROPOSED CANOPY COVERAGE 30.5% 45,786 1.05 / TO REMAIN 13 ASH 13" REMOVED DIFFERENCE BETWEEN PROPOSED MAPLE 13.5" REMOVED E CANOPY COVERAGE AND REQUIRED 10" 709 16 ASH CANOPY COVERAGE =D -C REMOVED 17 MAPLE 17.5" SAVED 18 OAK 13.5" REMOVED 19 OAK 10" REMOVED 20 ASH 12" REMOVED 21 ASH 15.5" REMOVED 22 ASH 11.5" REMOVED 23 ASH 13.5" REMOVED 24 ASH 17" REMOVED 25 APPLE 17.5" REMOVED 26 WALNUT ?5" REMOVED 27 WALNUT ?1" REMOVED 28 WALNUT 13.5" REMOVED 29 WALNUT ?9" REMOVED 30 WALNUT 11.5" REMOVED 31 WALNUT 25" REMOVED 413 ,I M 0 DESCRIPTION e/ O SQUARE ACRES ELM 21.5" J FEET MAPLE ------------- NET SITE AREA ' ,yh O 28 2 ,,35 Al 1 \ 1 < \f 25"WA 1 ? 21"WA 1 N (l•Y� oN 17AS �1 0 // ..477 I / \ 0w to o SITE OUN RY O a / \ I I I I 1 I 0 30 60 11111 TREE CANOPY COVERAGE ,ill11110 SCALE IN FEET III TREE CANOPY LEGEND E9EXISTING CANOPY COVERAGE 0 PROPOSED CANOPY COVERAGE TO REMAIN TREE CANOPY CALCULATION ADDITIONAL CANOPY REQUIRED - 0 7 FA 13"y!A 1 41 1 20 21 %2 W 10 ARNINIA, 1"01_111W 35 y, 45 47 ,'AS 1 ,49 i ._.� 101111IN1,11. SIGNIFICANT TREE TABLE TREE # DESCRIPTION e/ O SQUARE ACRES ELM 21.5" SAVED FEET MAPLE 17.5" NET SITE AREA 3 122,379 2.81 A OUTLOT'A' AND PRIVATE ROAD SPRUCE 27,878 0.64 5 TOTAL AREA 100% 150,257 3.45 PINE 19" REMOVED 7 ASH B EXISTING CANOPY COVERAGE 39% 59,059 1.34 C REQUIRED MINIMUM CANOPY COVERAGE 30% 45,077 1.03 10 (LOW DENSITY RESIDENTIAL) 11.1 REMOVED 11 D PROPOSED CANOPY COVERAGE 30.5% 45,786 1.05 17.5" TO REMAIN 13 ASH 13" REMOVED DIFFERENCE BETWEEN PROPOSED MAPLE 13.5" REMOVED E CANOPY COVERAGE AND REQUIRED 10" 709 16 ASH CANOPY COVERAGE =D -C REMOVED 17 MAPLE ADDITIONAL CANOPY REQUIRED - 0 7 FA 13"y!A 1 41 1 20 21 %2 W 10 ARNINIA, 1"01_111W 35 y, 45 47 ,'AS 1 ,49 i ._.� 101111IN1,11. SIGNIFICANT TREE TABLE TREE # SPECIES DIANA / HT DISPOSITION 1 ELM 21.5" SAVED 2 MAPLE 17.5" SAVED 3 OAK ?3" SAVED 4 SPRUCE 15" SAVED 5 PINE 15" REMOVED 6 PINE 19" REMOVED 7 ASH 15" REMOVED 8 ASH 16" REMOVED 9 ASH 17.5" SAVED 10 MAPLE 11.1 REMOVED 11 MAPLE 19" SAVED 12 ASH 17.5" REMOVED 13 ASH 13" REMOVED 14 MAPLE 13.5" REMOVED 15 ASH 10" REMOVED 16 ASH 12" REMOVED 17 MAPLE 17.5" SAVED 18 OAK 13.5" REMOVED 19 OAK 10" REMOVED 20 ASH 12" REMOVED 21 ASH 15.5" REMOVED 22 ASH 11.5" REMOVED 23 ASH 13.5" REMOVED 24 ASH 17" REMOVED 25 APPLE 17.5" REMOVED 26 WALNUT ?5" REMOVED 27 WALNUT ?1" REMOVED 28 WALNUT 13.5" REMOVED 29 WALNUT ?9" REMOVED 30 WALNUT 11.5" REMOVED 31 WALNUT 25" REMOVED 32 ELM 10" REMOVED 33 ASH 11.5" REMOVED 34 OAK 15.5" REMOVED 35 OAK 11" SAVED 36 ASH 13" SAVED 37 ELM 14" SAVED 38 WALNUT 13" REMOVED 39 OAK 10" REMOVED 40 PINE 12.5" SAVED 41 PINE 15.5" SAVED 42 PINE ?2" SAVED 43 PINE 15.5" SAVED 44 ASH 11" REMOVED 45 ASH 17" REMOVED 46 ASH 10" REMOVED 47 ASH 115" REMOVED 48 ASH 10" REMOVED 49 ASH 14" REMOVED 50 ASH 17" REMOVED 51 PINE Me REMOVED 52 ASH ?5" REMOVED 53 PINE 13" SAVED 54 PINE ?5" SAVED 55 PINE 12" SAVED 56 PINE 17.5" SAVED 57 PINE 15.5" SAVED 58 ASH 13.5" REMOVED 59 ASH 19" REMOVED . LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files apared by the Consultant for this project are Instruments of the Consultant professional services for use solely with respect to this project These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consuftant. With the Consultant's approval, others may be permitted to obtain copies of the CARD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 10-16-20 PRELIMINARY SUBMITTAL SRA® I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Gregory A. Johnson - LA License No. 24610 Date 10-16-20 Loucks Project No. 20327 Project Lead TWM Drawn By GAJ Checked By TWM Review Date 10-16-20 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET 1_1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS _ 1034 — _ -1036-- % 7 I �� 1 I / ( I� L. _--_---___—_ C4- DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT / 0 C AB //�• — Acer freemanii -Autumn Blaze' �, / Z O • `3" 1 M N N p RB 3 RIVER BIRCH Betula nigra P3 C1-1 EXISTING CONDITIONS PLAN N 2 COMMON HACKBERRY Celtis occidentalis B & B 2.5"Cal C3-2 SWPP PLAN EVERGREEN TREES QTY ICOMMONNAME I BOTANICAL NAME CONT CAL 1-1-1 BS 2 BLACK HILLS SPRUCE Picea glauca'Densata' B & B ow- low— 3 WHITE PINE Pinus strobus 4-17.5"MA 1 \ i25"801 r—I—___ J1rE BOu I+ � 1 SP11 1 I \ I f 19.5 l �ryi it 21.5 + i "EL 1 Oar /10 i17 5'MA r r 16.5"PI i I. 0 30 60 VIII j LANDSCAPE PLAN - ' II�Ia 0 - SCALE IN FEET VIII -22"PI - - 7#i P I • GROUNDCOVER LEGEND SOD/TOPSOIL SEE NOTES MNDOT SEED MIX 25-131 LOW MAINTENANCE TURF MNDOT NATIVE SEED MIX 33-261 STORMWATER MNDOT IX 35-241 PRAIRIE GENERAL M S C PLANT SCHEDULE DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT CAL Project Lead AB 3 AUTUMN BLAZE MAPLE Acer freemanii -Autumn Blaze' B & B 2.5"Cal • `3" 1 M N N p RB 3 RIVER BIRCH Betula nigra B & B C1-1 EXISTING CONDITIONS PLAN CH 2 COMMON HACKBERRY Celtis occidentalis B & B 2.5"Cal C3-2 SWPP PLAN EVERGREEN TREES QTY ICOMMONNAME I BOTANICAL NAME CONT CAL 1-1-1 BS 2 BLACK HILLS SPRUCE Picea glauca'Densata' B & B WP 3 WHITE PINE Pinus strobus B & B 6- MIN. HGT. snm 461-1021.72 NV -1016.61 NV=:1016.67 NV -1009407 15 5"P 1 - -- 0 „-"95•RC7 >> 2=Ri 40 a VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE AR':HITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DES GN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APFLICABLE CODES AND REGULATIONS GOVERNING THE WO RK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAME,GE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGN�IENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (M NIMUM 10' - 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALT BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGE ATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHIRS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOF TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF ;AME. THE ALIGNMENT AND GRADES OF T 1E PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT 10 FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPO3RAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. CALL BEFORE YOU D GI Gopher :)tate One Call TWIN CI Y AREA: 651-454-0002 TOLL FR' =E: 1-800-252-1166 WARNING THE CONTRACTOR SHALL BE RESPONSIBLE :OR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH AL'_ UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHE R STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS CSF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIFD STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE T 1E ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWN -R. :.LoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CARD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD dowing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that parry shall had harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. �i�J:1t�n�9r_tlaaa•�L�i•���� 10-16-20 PRELIMINARY SUBMITTAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Gregory A. Johnson - LA License No. 24610 I 10-16-20 F � o Project Lead ° GENERAL NOTES � I _ „-"95•RC7 >> 2=Ri 40 a VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE AR':HITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DES GN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APFLICABLE CODES AND REGULATIONS GOVERNING THE WO RK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAME,GE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGN�IENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (M NIMUM 10' - 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALT BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGE ATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHIRS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOF TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF ;AME. THE ALIGNMENT AND GRADES OF T 1E PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT 10 FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPO3RAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. CALL BEFORE YOU D GI Gopher :)tate One Call TWIN CI Y AREA: 651-454-0002 TOLL FR' =E: 1-800-252-1166 WARNING THE CONTRACTOR SHALL BE RESPONSIBLE :OR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH AL'_ UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHE R STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS CSF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIFD STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE T 1E ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWN -R. :.LoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CARD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD dowing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that parry shall had harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. �i�J:1t�n�9r_tlaaa•�L�i•���� 10-16-20 PRELIMINARY SUBMITTAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Gregory A. Johnson - LA License No. 24610 I 10-16-20 F � Loucks Project No. 20327 Project Lead ° GENERAL NOTES i? a Checked By rt CONTRACTOR SHALL VISIT SITE PRIC R TO SUBMITTING BID. HE SHALL • `3" 1 M N N p INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS L I RELATING TO THE NATURE AND SCC PE OF WORK. „-"95•RC7 >> 2=Ri 40 a VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE AR':HITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DES GN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APFLICABLE CODES AND REGULATIONS GOVERNING THE WO RK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAME,GE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGN�IENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (M NIMUM 10' - 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALT BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGE ATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHIRS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOF TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF ;AME. THE ALIGNMENT AND GRADES OF T 1E PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT 10 FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPO3RAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. CALL BEFORE YOU D GI Gopher :)tate One Call TWIN CI Y AREA: 651-454-0002 TOLL FR' =E: 1-800-252-1166 WARNING THE CONTRACTOR SHALL BE RESPONSIBLE :OR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH AL'_ UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHE R STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS CSF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIFD STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE T 1E ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWN -R. :.LoucKs PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CARD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD dowing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that parry shall had harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. �i�J:1t�n�9r_tlaaa•�L�i•���� 10-16-20 PRELIMINARY SUBMITTAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Gregory A. Johnson - LA License No. 24610 Date 10-16-20 Loucks Project No. 20327 Project Lead TWM Drawn By GAJ Checked By TWM Review Date 10-16-20 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET 1-1-1 TREE CANOPY PLAN 1-2-1 LANDSCAPE PLAN 1-3-1 LANDSCAPE DETAILS 1 I DECIDUOUS TREE PLANTING SCALE: 1/2" = V-0" THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANTING IS COMPLETE. CUT BACK WIRE BASKET WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 16"x2" POLYPROPYLENE OR POLYETHYLENE STRAP TREE WRAP TO BRAN FIRST H S C SAFETY FLAGGING - ONE PER WIRE ROOT FLARE EVEN WITH OR JUST ABOVE GRADE. MULCH - 4" DEEP. NO MULCH IN CONTACT WITH TRUNK - SEE NOTES OR SPECS. BACKFILL WITH IN SITU TOPSOIL WOOD STAKE (OPTIONAL) EDGE VARIES - SEE PLAN SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING SET PLANT ON UNDISTURBED NATIVE SOIL CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. ■ LOUCKS Deciduous Tree Planting.dwg THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD I I ( PRACTICES. .� „ I (II�Illlllllll� lllilllllllilllll�lll PRUNE ANY DAMAGED BRANCHES AFTER PLANTING IS COMPLETE. WATER TREE THOROUGHLY DURING ` PLANTING OPERATIONS. PLACE ,,,,,,,t„fIIIIIIIIIIIII IIII��I��III BACKFILL IN8-12"LIFTS AND SATURATE SOIL WITH WATER. DO III II II II (I (I NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. ()16"x2" POLYPROPYLENE OR POLYETHYLENE STRAP lll►Illlllii�l,l Illilll II SAFETY FLAGGING -ONE PER WIRE MULCH - 4" DEEP - SEE NOTES OR IIIIiIIIiIIIIIi������) �llll I SPECS. MULCH MUST NOT BE IN (Illi IIIIlI CONTACT WITH TRUNK. IIII II!„tfIII��II III BACKFILL WITH IN SITU TOPSOIL IL WOOD WOOD STAKE (OPTIONAL) IIIIIIIIIIIII t/, EDGE VARIES -SEE PLAN SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING ROOT BALL SET ON UNDISTURBED SUBGRADE 2 CONIFEROUS TREE PLANTING SCALE: 1/2” = V-0" CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. ■■ LOUCKS Coniferous Tree Planting.dwg LANDSCAPE INSTALLATION COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING MULCH SHALL BE (:LEAN SHREDDED HARDWOOD MULCH WITH INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. UNIFORM PIECE SI;'E. ALL TREES NOT IN PLANTING BEDS TO RECEIVE 4" DEEP MULCH W TH NO MULCH IN DIRECT CONTACT WITH TREE NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND TRUNK. CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1 " BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. MULCH FOR TURF SEEDED AREAS SHALL BE TYPE 5 WOOD FIBER HYDROMULCH CONFORMING WITH MNDOT 3884. MULCH FOR SEEDED AREAS WITH SLOPES 15% OR GREATER SHALL BE MNDOT CATEGORY 1, STRAW RD 1 S BLANKET CONFORMING WITH MNDOT 3885. SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO V -CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN THE TREE SAUCER. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL FLAGGING AND LABELS FROM PLANTS. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1 " GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN T:iE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE COND TION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO l HE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUR __MENT AND/OR INSTALLATION, CONTRACTOR SH/.LL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSF ECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS R ESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PR DGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FER; ILIZATION AND DISEASE/PEST CONTROL. CONTRACTOR SH/.LL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR BEGINNING ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE L RCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE N ATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. UNLESS NOTED O l HERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL I JSTALLATION AND SEED/SOD PLACEMENT IS FROM THE TIME GROUNE 1 HAS THAWED TO JUNE 15. FALL SODDING IS (iENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. FAL_ SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDIN 3 IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. FAL _ CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE -HESE DATES IS NOT RECOMMENDED. /.NY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAP E ARCHITECT. PROTECT ALL EXIS -ING OAKS ON SITE SCHEDULED TO REMAIN. IF EXISTING OAKS ARE DAMAGED IN ANY MANNER, ABOVE OR BELOW GROUND IN THE RDOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIE D IMMEDIATELY AFTER WOUNDING. OAKS ARE NOT TO BE PRUNED, RE MOVED OR TRANSPLANTED BETWEEN APRIL 15 AND JULY 1. NOTIFY LC NDSCAPE ARCHITECT IF THESE DATES ARE UNAVOIDABLE. LANDSCAPE CONT RACTOR SHALL ESTABLISH TO HIS SATISFACTION THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROP :R DRAINAGE AT AND AROUND THE BUILDING SITE. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultants approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions,additions, or deletions to these CADD files shall be made at the full risk of that parry making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any is all responsibilities, claims, and liabilities. 10-16-20 PRELIMINARY SUBMITTAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Gregory A. Johnson - LA License No. 24610 Date 10-16-20 Loucks Project No. 20327 Project Lead TWM Drawn By GAJ Checked By TWM Review Date 10-16-20 mmmmmt;nTgzml 772 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS PLAN C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING & DRAINAGE PLAN C3-2 SWPP PLAN C3-3 SWPP NOTES & DETAILS C4-1 UTILITY PLAN C8-1 DETAIL SHEET L1-1 TREE CANOPY PLAN L2-1 LANDSCAPE PLAN L3-1 LANDSCAPE DETAILS 02001 RLK-Kuusisto, LTD. /-\ r, 1 1 v I Y \'O DRAWING FILE: 20G' - j'114--L.DWL REVISIONS / t r C` L. v j TO f' Section .. , . \ ase1� � .r 1 - Mtr�eleer— { dor it:eost corner of the SF 1/4 0! the Nf Township 716, Range 23, Carver 1 f , A 4 i <\ / yOv ¢yyh / t Oa" I 7 rr f 4%6__t< F' l 1 y- �'`� �. o re 'lb k r- CIS._: -'v'-•----. a+ 1 ; G N8 73'48' oz i'"a/ with the awnshth s I 1 SSection,f ]' fine o/ the SE 1`//¢ qt" the Mf 1/4 19 116 .Runge 23,x."ower Courrtr, i Ci � rw,a r b So,••t: line a( the r/ i. , �F . n of ,.he NE, Section 3 --'irrnsnip . f6, konge 23. Cor ,•La County ICC'US'LS7'O L D » K Kuw4sto, Ltd. B i 10 afue Ci: ele ll:. Suite #100 Minnetonka, MN. 55343 (612) 933-0972 Fax: (612) 933-1153 .•,.tri„ erlily that this slrvey, plan or reW ads prepared by me or ,rile, 1 dze�4 citp rvlsial, find itwt I am a duly registered Land Surveyor utilkI;,,� .s nt estate of Minnesota. August 1, 2001 Kurt M. Kisch, MN -17W Dote - v 'r Bo undary/To po gra Survey INTE GRA HOMES CHANHASSEN SITE �- PRO] 1 TY DESCRIPTION FIELD BOOK PAGE CH CK KI CRAWN JHL described as follows: 'r Bo undary/To po gra Survey INTE GRA HOMES CHANHASSEN SITE �- PRO] 1 TY DESCRIPTION That part of the Southeast Quarter of the Nor ,,ter of Section 3, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at the Northeast corner of said S, iter of the Northeast Quarter; thence Southerly along the East line of �-p said Southeast Quarter of the Northeast Ow" -'in •'60 feet North of the Southeast Corner of said Southeast Quarter Yc of the Northeast Quarter; thence Westerly p' '. ,)uth line of said Southeast Quarter of the Northeast Quarter a distance of 281.07 feet; thence Northeaster '.he North line of said Southeast Quarter of the Northeast Quarter distance 198.0 feet Westerly 198.0 feet to t - Inning, except the North 50.0 feet thereof, Carver County, Minnesota. LEGEND • = DENOTES IRON MONUMENT FOI '> 0 = IRON MONUMENT SET AND MAF' WITH LICENSE NO. 23968. w = SANITARY SEWER MANHOLE 'V - HYDRANT = DENOTES GATE VALVE - - = DENOTES WATER LINE - > - = DENOTES SANITARY SEWER LINE - of - = DENOTES OVERHEAD ELECTRIC LINE - UE - = DENOTES UNDERGROUND ELECTRIC LIP '. - uc - = DENOTES UNDERGROUND GAS LINE a - DENOTES TELEPHONE PEDESTAL BENCHMARK TNH (Top Nut Hydrant) at NW quadrant of Shades Lane and Lake Lucy Road. elev.-1030.28 (per City of Chanhassen.) BEARING BASIS For the purposes of this survey the South line of the SE 1/4 of the NE 1/4, Section 3, Township 116,-1 unge 23, Carver County, MN is assumed to bear N 713'48"W. NOTE This survey is for topographic purposes only. Boundary and easement information to be added pending receipt of current deed and title informol,,n. rwna "' INTEGRA HOMES 12721 OVERLOOK ROAD DAYTON, MN 55327 L J SE OF NE QUARTER SECTION 3 TWIN. 116, RGE. 23, Carver County, Minnesota 40 0 40 8 SCALE IN rEv, Scale: 1 Inch (\ 40 Feet LOC �TtON MAP Na 10 scALE �onnr SECTION 3, TOWNSHIP 116, RANGE 23 CARVER COUNTY, MINNESOTA. CONCEPT A PROJECT NO toot-esa-t. 1/ 1 \a SECTION 3, TOWNSHIP 116, RANGE 23 CARVER COUNTY, MINNESOTA. CONCEPT A PROJECT NO toot-esa-t. 1/ 1 02001 RLK-Kuusisto, LTD. r r.� xAt ` F \ 'CO J ;y rg ''cr.' , �, North fine of the 1y4 n� ,e N,E' 1�%>�, ti _ q00� i' `^ - TownshlP� 1 f ange .. "r, /`+�,,',.uer �atgftj; 11 1 1 +.' J V F i 1 ? ��I ortheast comer of the S£ 1/4 of the N£ 1�4, +j Township 116, Range 23, Cower Co{uy, MN. i ' t xNWr I ---r-- .__. -.. _.. _-_. ._-.._ __.... _.._. ___._ _1-.. , w•. tt '1 r% 6 }- k t-.- l .� \ "-WPI adj 'K _ r. T _ � T J R ,. � ' / 4 �• N _f ' ,._.s•r', < 1 - "�" • .. ._. t 6bax — - h :.'^�.. '` .... ' Y .` .A� et` 'k .�- / •tc a+o_ :asY- idg� Y `"`ia*'�%�L ..._ „•s � i , I _. , � _._. •�'�'--Qr mvt'rtk a� _ grwtf et<) .. - �T• — Is L , r t' , 'r I y _. S88 2737„ a, f z r E ,x•eeiYa�t,,,_ `-'I ' i I< 1 Fame �� �y, ✓ ' ', r / 1371 II .� y t2' 'o tiiarnu 'v yCyai m`. e, I w Ii - _ n :. to 411 L -`- each Lox 4• S1 1 �i � e•P }1 t W I y W ^,.' I I 1 I B•wf r ?°", Ma.n-_� �� j !/ Ir liJ l 15,735 sq.ft. tear w De ti" )`. 0.36 acres . t c"t Owl 0 to ow r 4f ( ' Lot 2 4 Vol Q 15,658 sq.ft.- t,. Zlaw 0 , � •. e• WON, 0 ,o- lb c1 r� 24 at lelod ll a Q N �^ J \ mooN 20• ce k, ,i �. 0.a Lot 3 15, 712 sq. ft C14. - Q 0.36 res 1 'j rr f t4lowder,, ) _.. ..< / 1 j 4Y •\, I 1 2r!•aorucc f 4r 143-4J6�rr"}o4e- f'- X'' y/ /1 T I ry ` r I r l n V LJ I I I U I V w^!cej•, I Wal / - R-60.0 y .� z _ 7 Lot 4 i r _ 1736 sq.ft. g % r0. 52-eee 32 co n5 selder '1' acres , r bioce,,,-,talYGit j �% >•' t Z(.0. v Iden. - J F.m. broek wM,1 9'55.0 RE1Ann4c- C", rxrseef L81. � Fwne ro / \' _ _ X%87'13'48 "W ' '�•'z' w/t the South line of the S£ 14 [� Township 116, Range 23, Carver County, M /4. � r D Fwme w South line of the S£ 1r/4 of the N£ 1/4, Section 3, ------ r` - - - ' Township f 16, Ron e --------------- 9 ?3, CorwerCaunty, MA,. � N877348'W' unAYY1,VU r ILL. GUV I—OJ9—L. UYYtj REVISIONS RLK — Kuusisto, Ltd. \ 6110 Blue Circle Dr. Suite #100 Minnetonka, MN. LcnD 55343 (612) 933-0972 Far: (612) 933-1153 I hereby certlty Inot this survey, plan or report was prepared by me under my direct supervision and that I am a duly registered Land Surveyor under the laws of the State of Minnesota. August 1, 2001 Kurt M. nisch, MN License No. 23968 Date JHL INTEGRA HOMES CHANHASSEN SITE,- PROPERTY DESCRIPTION That port of the Southeast Quarter of the Northeast Quarter of Section 3: Township 116, Range 23, Carver County, Minnesota, described as follows + � E Beginning at the Northel,st comer of said Southeast Quarter of the Northeast Quarter; thence Southerly along the East line of said Southeast QuaiR >f the Northeast Quarter to a point 660 feet North of the Southeast Comer of said Southeast Quarter of the Northeast Q ertw , thence Westerly parallel with the South line of said Southeast Quarter of the Northeast Quarter a distance of 281.07 Opt thence Northeasterly to a point on the North line of said Southeast Quarter of the Northeast Quarter distance 198.0 1100 WS41er,y 198 r' feet to the point of beginning, except the North 50.0 feet thereof, Carver County, Minnesota. I • = DENO ,ENT FOUND O = IRON AND MARKED WITH _3968. W = SANITAP IANHOLE = HYDRANT T DAG - DENOTES Gr . VALVE - - = DENOTES WAER UNE -> - = DENOTES SANITARY SEWER UNE - of - - DENOTES OVERHEAD ELECTRIC LINE - uE - = DENOTES UNDERGROUND ELECTRIC LINE - UG - = DENOTES UNI€RGROUND GAS LINE a = DENOTES TELEPHONE PEDESTAL 40 0 40 80 SCALE IN Scale: 1 Inch = 4C Feet BENCHMARK TNH (Top Nut Hydrant) at NW quadrant of Shadow Lane and Loke Lucy Road. elev.=1030.28 (per City of Chanhassen.) _BEARIN r BASIS For the purposes of this s_jrvey the South line of the SE 1/4 of the NE 1/4, Section 3, Township 116, Range 23, Carver County, MN is cssumed to bear N 7.13'48'W. NOTE This survey is for topogropnic purposes only. Boundary and easement information to be added pending receipt of current oeed and title information. INTEGRA HOMES 12721 OVERLOOK ROAD DAYTON, MN 55327 SE OF NE QUARTER SECTION 3 TWN. 116, RGE. 23, Carver County, Minnesota CONCEPT B I'R(ai�fl- Nu 2001-654-L �f� C 2001 RIK—Kuusisto, LTD. North line of the SE 1/4 of the NE Township 116, onge 23, Co! / SeN. MH N.I R.E�10fl.61 .E 999.9517' Iil. X999. L------- =>T L3,�� l I I II / r II 1 A v LD I/ i T u 1 L ------------J �--- _J X x tree ine P m , 0 av _J 3 > IJ_ h N8773'48 "W Cine parallel with the south line of the SE 1/4 of the N£ 1/4, Section 3, Township 116, Range 23, Carver County, o I o I 1p — �o c — � _ South line of the SE 1/4 of the NE 1/4, Section 3r� Township 116, Inge 23, Carver County, MN,_ ------------------------_N8773'48"W_-----------�— \ II DRAWING FILE: 2003-115—L.DWG REVISIONS RLK Kuusisto, Ltd. 6110 Blue Circle Dr. Suite #100 Minnetonka, MN. I(Ui15LRTo LTD 55343 (612) 933-0972 E'er ygee Fax: (612) 933-1153 Concept Site Plan THE DAKE COMPANY, LLC CHANHASSEN SITE PROPERTY DESCRIPTION That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at the Northeast corner of said Southeast Quarter of the Northeast Quarter•, thence Southerly along the East line of said Southeast Quarter of the Northeast Quarter to a point 660 feet North of the Southeast Corner of said Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the South line of said Southeast Quarter of the Northeast Quarter a distance of 281.07 feet; thence Northeasterly to a point on the North line of said Southeast Quarter of the Northeast Quarter distance 198.0 feet Westerly 198.0 feet to the point of beginning, except the North 50.0 feet thereof, Carver County, Minnesota. a2 � o � �Y m c I FIELD BOOK PAGE D K DRAWN JHL EKM2/11/03 Concept Site Plan THE DAKE COMPANY, LLC CHANHASSEN SITE PROPERTY DESCRIPTION That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at the Northeast corner of said Southeast Quarter of the Northeast Quarter•, thence Southerly along the East line of said Southeast Quarter of the Northeast Quarter to a point 660 feet North of the Southeast Corner of said Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the South line of said Southeast Quarter of the Northeast Quarter a distance of 281.07 feet; thence Northeasterly to a point on the North line of said Southeast Quarter of the Northeast Quarter distance 198.0 feet Westerly 198.0 feet to the point of beginning, except the North 50.0 feet thereof, Carver County, Minnesota. a2 � o � �Y m c I LEGEND • = DENOTES IRON K40NUMENT FOUND I O = IRON MONUMENT SET AND MARKED WITH LICENSE NG. 23968. = SANITARY SEWER MANHOLE I� � =HYDRANT IDXG = DENOTES GATE VALVE — I — = DENOTES WATER LINE I—>—= DENOTES SANITARY SEWER LINE — of — = DENOTES OVERHEAD ELECTRIC LINE I— UE — = DENOTES UNDERGROUND ELECTRIC LINE — uc— = DENOTES UNDERGROUND GAS LINE I = DENOTES TELEPHONE PEDESTAL I40 0 40 80 SCALE IN FEET IScale: 1 Inch = x,40 Feet BENCHMARK TNH (Top Nut Hydrant) at NW quadrant of Shadow Lane I and Lake Lucy Road. Ielev.=1030.28 (per City of Chanhassen.) ILOCATION MAP I BEARING BASIS NOT TO SCALE For the purposes of this surve/ the South line of the I SE 1/4 of the NE 1/4, Section 3, Township 116, Range `} 23, Carver County, MN is assumed to bear N 7'13'48"W. NMR k \ I � NOTE ERRE `I" SECTION 3, TOWNSHIP 116, IThis survey is for topographic Furposes only. RANGE 23 Boundary and easement information to be added CARVER COUNTY, MINNESOTA. Ipending receipt of current deed and title information. I THE DAKE COMPANY, 2249 Lake Lucy Road Chanhassen, MN 55317 LLC SE OF NE QUARTER SECTION 3 TWN. 116, RGE. 23, Carver County, Minnesota CONCEPT SITE PLAN © 2003 RLK—Kuusisto, LTD. I f / SAN. MH I R.E. -1011.6 N.LE=999.93 SI.E.=999.99 ------- g-� -- - - , T PPy'� A L> T I z (IJ & a I IJ E_ o LLI QL I t % xj I \%0,- 0 o?r -� LTiL J /I nc x J L--- �A: L --------- w i . — — -T- — — — 1 x z x — — — — — — 00 ra ce x_ N16 / 4 0 _. Ir_- v r.l � D Jr + � � li II I � 1 I �1 I S �� OE OE X x x w fence � — L �.fPROPOSED POfVD'"; 12 /ice i �,�� l'1026.5 E =03 H � p 10 o� � — I fe / I / i 1 w of 1028.3 x x I w \ �D 1 1 r— A I I I I J \ /o A — — A — __ _ p fl.E.AiO33�65 p 1030.8 — — S W.I.E: 1013.05 / \ — -- N.I.E.-1012.85 - �\ ,%�, 00/ / , n Cz / / 11tno - -✓ R.E-1-11022)6 \ / �� \ .�". .._...»../...._si"' - \ N.E.LE.=ID11J6 ^ \ /\ S.W.LE.-1011.88 \ /,/ / / _ w a 2 I 1033.9 /\\ \ 1 J J X rr� o/ / /' / 3 o / R. 0I .81 \\ \ , u /S.EL=1 1)8.16 / R.E.-1019.5014 75 I \ I / \ AI 1 A1 I'"� r"\ 1 I T I /^J V \ n / `t I r , LJ L-1 I 11 I \. 1 \ / 1 / < 0 4 _r 1 I XJ ._...,.taa 0. K I v a�' •*� I I I DRAWING FILE: 2003-115—L.DWG REVISIONS / \ KUUS=O LTD ES3 SB50 RLK — Kuusisto, Ltd. 6110 Blue Circle Dr. Suite #100 Minnetonka, MN. 55343 (612) 933-0972 Fax: (612) 933-1153 Concept Grading Drainage Plan T(� Cj 141 THE RAKE COMPANY, LLC CHANHASSEN SITE PROPERTY DESCRIPTION That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at the Northeast corner of said Southeast Quarter of the Northeast Quarter; thence Southerly along the East line of said Southeast Quarter of the Northeast Quarter to a point 660 feet North of the Southeast Corner of said Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the South line of said Southeast Quarter of the Northeast Quarter a distance of 281.07 feet; thence Northeasterly to a point on the North line of said Southeast Quarter of the Northeast Quarter distance 198.0 feet Westerly 198.0 feet to the point of beginning, except the North 50.0 feet thereof, Carver County, Minnesota. LEGEND • = DENOTES IRON MONUMENT FOUND O = IRON MONUMENT SET AND MARKED WITH LICENSE NO. 23968. SjYH = SANITARY SEWER MANHOLE 77�� T !UG =HYDRANT /� N = DENOTES GATE VALVE 1/ gyp// - I - = DENOTES WATER LINE ->- = DENOTES SANITARY SEWER LINE - of - = DENOTES OVERHEAD ELECTRIC LINE - UE - = DENOTES UNDERGROUND ELECTRIC LINE -UG- = DENOTES UNDERGROUND GAS LINE 8 = DENOTES TELEPHONE PEDESTAL BENCHMARK TNH (Top Nut Hydrant) at NW quadrant of Shadow Lane and Lake Lucy Road. elev.=1030.28 (per City of Chanhassen.) BEARING BASIS For the purposes of this survey the South line of the SE 1/4 of the NE 1/4, Section 3: Township 116, Range 23, Carver County, MN is assumed to bear N 7'13'48"W. NOTE This survey is for topographic purposes only. Boundary and easement informatim to be added pending receipt of current deed and title information. THE DAKE COMPANY, LLC 2249 Lake Lucy Road Chanhassen, MN 55317 SE OF NE QUARTER SECTION 3 TWN. 116, RGE. 23, Carver County, Minnesota 40 0 40 80 SCALE IN FEET Scale: 1 Inch = 40 Feet LOCATION NAP NOT TO SCALE NMR k w 0 LAKE LUCY LAN SECTION 3, TOWNSHIP 116, RANGE 23 CARVER COUNTY, MINNESOTA. CONCEPT GRADING & DRAINAGE PLAN PROJECT N0. 2003-715-L SHEET 2�3 FIELD BOOK PAGE CHECKED KMK DRAWN JHL 2/11/03 Concept Grading Drainage Plan T(� Cj 141 THE RAKE COMPANY, LLC CHANHASSEN SITE PROPERTY DESCRIPTION That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at the Northeast corner of said Southeast Quarter of the Northeast Quarter; thence Southerly along the East line of said Southeast Quarter of the Northeast Quarter to a point 660 feet North of the Southeast Corner of said Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the South line of said Southeast Quarter of the Northeast Quarter a distance of 281.07 feet; thence Northeasterly to a point on the North line of said Southeast Quarter of the Northeast Quarter distance 198.0 feet Westerly 198.0 feet to the point of beginning, except the North 50.0 feet thereof, Carver County, Minnesota. LEGEND • = DENOTES IRON MONUMENT FOUND O = IRON MONUMENT SET AND MARKED WITH LICENSE NO. 23968. SjYH = SANITARY SEWER MANHOLE 77�� T !UG =HYDRANT /� N = DENOTES GATE VALVE 1/ gyp// - I - = DENOTES WATER LINE ->- = DENOTES SANITARY SEWER LINE - of - = DENOTES OVERHEAD ELECTRIC LINE - UE - = DENOTES UNDERGROUND ELECTRIC LINE -UG- = DENOTES UNDERGROUND GAS LINE 8 = DENOTES TELEPHONE PEDESTAL BENCHMARK TNH (Top Nut Hydrant) at NW quadrant of Shadow Lane and Lake Lucy Road. elev.=1030.28 (per City of Chanhassen.) BEARING BASIS For the purposes of this survey the South line of the SE 1/4 of the NE 1/4, Section 3: Township 116, Range 23, Carver County, MN is assumed to bear N 7'13'48"W. NOTE This survey is for topographic purposes only. Boundary and easement informatim to be added pending receipt of current deed and title information. THE DAKE COMPANY, LLC 2249 Lake Lucy Road Chanhassen, MN 55317 SE OF NE QUARTER SECTION 3 TWN. 116, RGE. 23, Carver County, Minnesota 40 0 40 80 SCALE IN FEET Scale: 1 Inch = 40 Feet LOCATION NAP NOT TO SCALE NMR k w 0 LAKE LUCY LAN SECTION 3, TOWNSHIP 116, RANGE 23 CARVER COUNTY, MINNESOTA. CONCEPT GRADING & DRAINAGE PLAN PROJECT N0. 2003-715-L SHEET 2�3 t2001 RLK–Kuusista, LTD. -xJ fence ------7------7---- �x–�— / I fence / 13 IL MH / / W4Eat03 E=j / / I I I \/ \ rl L_ n r -A v 1 / rl 1 L_ L_ 1 C, \ � 9�/ 0/° S5AN. W / R.E: 1024J8 S .I.E=1011.78 , S.E..I.E�1011.69 S.EI.E=1018.28 R E -1019.50 / S.W I.E=101415 / s 4t, �X/ "I,, \ \ ) t C) 1 f� � 1 � y \ V' \ Ai 1 / A r1 r-\ I I T I �\ n I r ` I r r, LJ LJ I 11 I Ll 1 N 1 / t 1 1 I =1 1 1 1 v� MH -5 RIM=1029.1 I.E.=1009.3 MH -2 RIM=1025.8 / SAN. MH N.I.E=eNA R.E[: I99O9t991.fi55tyy 5.1. L---- I i , e L -o - 01 I � r x� I �! � c �� r T o L-----------� L--- ---- � e--�' X X — — X --� H-1 —►— — _L — J — _ ► ► aE ► RIM=1020.0 UG I.E.(W)100 I I I I I1 I II ( )-1007.2.2 DE OE OEX -x fence 'I —__--__------ ------ ------ —------ —_— DRAWING FILE: 2003-115—L.DWG REVISIONS RLK 1 B KuCLtd. \ 6110 Bluee Circle Dr. Suite #100 REK Minnetonka, MN. XTTLJS=0 LTD 55343 (612) 933-0972 Fsr.1Bpe Fax: (612) 933-1153 Concept Sanitary Sewer & Watermain Plan S0 rl THE DAKE COMPANY, LLC CHANHASSEN SITE I o I I _ PROPERTY DESCRIPTION That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota, o described as follows: Beginning at the Northeast corner of said Southeast Quarter of the Northeast Quarter; thence Southerly along the East line of said Southeast Quarter of the Northeast Quarter to a point 660 feet North of the Southeast Corner of said Southeast Quarter of the Northeast Quarter, thence Westerly parallel with the South line of said Southeast Quarter of the Northeast Quarter a v distance of 281.07 feet; thence Northeasterly to a point on the North line of said Southeast Quarter of the Northeast Quarter \ distance 198.0 feet Westerly 198.0 feet to the point of beginning, except the North 50.0 feet thereof, Carver County, Minnesota. LEGEND 9 = FIELD BOOK PAGE CHECKED KMK DRAWN JHL 2/11/03 Concept Sanitary Sewer & Watermain Plan S0 rl THE DAKE COMPANY, LLC CHANHASSEN SITE I o I I _ PROPERTY DESCRIPTION That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota, o described as follows: Beginning at the Northeast corner of said Southeast Quarter of the Northeast Quarter; thence Southerly along the East line of said Southeast Quarter of the Northeast Quarter to a point 660 feet North of the Southeast Corner of said Southeast Quarter of the Northeast Quarter, thence Westerly parallel with the South line of said Southeast Quarter of the Northeast Quarter a v distance of 281.07 feet; thence Northeasterly to a point on the North line of said Southeast Quarter of the Northeast Quarter \ distance 198.0 feet Westerly 198.0 feet to the point of beginning, except the North 50.0 feet thereof, Carver County, Minnesota. LEGEND 9 = DENOTES IRON MONUMENT FOUND O = IRON MONUMENT SET AND MARKED WITH LICENSE NO. 23968. = SANITARY SEWER MANHOLE Gv =HYDRANT TT N = DENOTES GATE VALVE - 1 - = DENOTES WATER LINE ->- = DENOTES SANITARY SEWER LINE -oE -= DENOTES OVERHEAD ELECTRIC LINE -UE- = DENOTES UNDERGROUND ELECTRIC LINE -UG- = DENOTES UNDERGROUND GAS LINE = DENOTES TELEPHONE PEDESTAL 40 0 40 80 SCALE IN FEET Scale: 1 Inch = 40 Feet BENCHMARK TNH (Top Nut Hydrant) at NW quadrant of Shadow Lane and Lake Lucy Road. elev.=1030.28 (per City of Chanhassen.) BEARING BASIS For the purposes of this survey the South line of the LOCATION MAP NOT TO SCALE 1! I SE 1/4 of the NE 1/4, Section 3, Township 116, Range I ? 23, Carver County, MN is assumed to bear N 7'1348"W. NOR,N k NOTE I LAKE E A SECTION 3, TOWNSHIP 116, This survey is for topographic purposes only. RANGE 23 Boundary and easement information to be added CARVER COUNTY, MINNESOTA. pending receipt of current deed and title information. THE DAKE COMPANY, LLC 2249 Lake Lucy Road Chanhassen, MN 55317 SE OF NE QUARTER SECTION 3 TWN. 116, RGE. 23, Carver County, Minnesota CONCEPT SANITARY SEWER & WATERMAIN PLAN