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CAS-14_PRESERVE AT BLUFF CREEK 5TH ADDITIONDate: June 19, 2013 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Anf 70�- (952)227-1100 To: Development Plan Referral Agencies From: Planning Department 1 /�/ ky Review Response Deadline: July 5.2013 '� By: Kate Aanenson, AICP, Community Development Director Subject: 9150 GREAT PLAINS BOULEVARD: Request for a variance from Chanhassen City Code Section 19, Article IV. Subsurface Sewage Treatment Systems (SSTS) to allow installation of sewage holding tanks on property zoned Agricultural Estate (A2) and located at 9150 Great Plains Boulevard. Applicant: City of Chanhassen. Owner: James D. Wilson, et al. Planning Case: 2013-14 PID: 25-0232100 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on June 14, 2013. The 60 -day review period ends August 13, 2013. In order for us 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. This application is scheduled for consideration by the Chanhassen Planning Commission on July 16, 2013 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than July 5, 2013. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official E Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (CenturyLink) 10. Electric Company (Xcel Energy) 11. Mediacom 12. CenterPoint Energy Minnegasco !—I tE� Carver County, MN Property Information Parcel ID: 250232100 AS400 Acres: 38.85 Taxpayer Name. JAMES D WILSON ETAL Informefion systems IGISt, d Is a xi pllabi of info matnn sad dsb baa rebus Gify.Dounty, State, and Federal ofloes. mis map is nma Homestead Y - - W�E ate" Rj� Taxpayer City St. Zip: NEW GERMANY, MN Map Date am,o B `� rm' 11 � BLUFF CREEK Property Information Parcel ID: 250232100 AS400 Acres: 38.85 Taxpayer Name. JAMES D WILSON ETAL Informefion systems IGISt, d Is a xi pllabi of info matnn sad dsb baa rebus Gify.Dounty, State, and Federal ofloes. mis map is nma Homestead Y Taxpayer Address: 5730 YANCY AVE �y W�E ate" Rj� Taxpayer City St. Zip: NEW GERMANY, MN Map Date P B `� rm' 11 � BLUFF CREEK Property Address: 9150 GREAT PLAINS BLVD yT pf�i �y■�y.I` Tax Exempt N Property City: CHANHASSEN Platname: GIS Acres. 38.85 l•tY /"• I eLs: Property Information Parcel ID: 250232100 AS400 Acres: 38.85 Taxpayer Name. JAMES D WILSON ETAL Informefion systems IGISt, d Is a xi pllabi of info matnn sad dsb baa rebus Gify.Dounty, State, and Federal ofloes. mis map is nma Homestead Y Taxpayer Address: 5730 YANCY AVE W�E School District: 0112 Taxpayer City St. Zip: NEW GERMANY, MN Map Date 55367-9327 Watershed District: WS 064 RILEY PURG 6/14/2013 S BLUFF CREEK Property Address: 9150 GREAT PLAINS BLVD Tax Exempt N Property City: CHANHASSEN Platname: GIS Acres. 38.85 Dxaimerm�smapwasaeafeaumrig nwCmnNsGwgrpW Map Scale N Informefion systems IGISt, d Is a xi pllabi of info matnn sad dsb baa rebus Gify.Dounty, State, and Federal ofloes. mis map is nma 1 inch = 1831 feet nxreyed or Iep 4 recorded map ind is intended to Oe used as a W�E e - cdmy re not responwde for anyppataaiedmaauraues Map Date 6/14/2013 S •INS- r1J1?� rLtAJt CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Address: Planning Case No. Phone: 9Sa-6-a'1-/16s Fax: Phone: q%�74tis-4ogg f:nc: L Email:pnorh0 C r1y, ^� PAA I Email: w',IsoyNAr�ee50 cm� NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)* Subdivision* Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) X Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment X Notification Sign — $200 (City to install and remove) X Escrow for Filing Fees/Attomey Cost** - $50 CUP/SPRNACNAR/WAP/Metes 8 Bounds - $450 Minor SUB TOTAL FEE $ W CLiyyl_j An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. *Five (5) full-size folded copies of the plans must be submitted, including an 8%" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. `nI tNwC"� PROJECT NAME: LOCATION: "1SL -'e0A Keit 1S � LEGAL DESCRIPTION AND PID: "vs '0 37j, --z )o0 TOTAL ACREAGE: D . p� WETLANDS PRESENT: YES NO PRESENT ZONING: REQUESTED ZONING: PRESENT LAND USE DESIGNATION: REQUESTED LAND USE REASON FOR REQUEST —Io Giljow 4c, 0.. SubSu-r4-e ce- ICw4CaP FOR SITE PLAN REVIEW: Include number of existing employees and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. 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. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. 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 have attached a copy of proof of ownership (either copy of Owners Duplicate Certificate of Title. Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed 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. The documents and information I have submitted are true and correct to the best of my knowledge. Y �/0�3 Signature of Applicant ate Signature of Fee Owner Date gAplantfonnsWevelopment review application.doc The segment of TH 101 from Lyman Boulevard to Pioneer Trail is being reconstructed to a four - lane divided highway. The roadway is being widened and turn lanes constructed at all major intersections. Right-of-way was acquired to accommodate the wider roadway section. Right-of-way was acquired from the Wilson Nursery property for the wider roadway section and turn lanes. The strip of property that was acquired had the septic tank and drain field in it. The septic system is very old and no record of the system is on file at the City. The contractor working on the roadway damaged the existing system when installing the new utilities. After reviewing the system with a sewage treatment system contractor, it was determined the existing system is too old to fix. The Wilson Nursery property does not have a viable location on site for an alternative septic system. The property is on a hilly area and most of the soil has been disturbed by the business operation. The Wilson Nursery site is a business site with no living accommodations. The business is only open during the summer months and for this reason, the septic system has very low flows. Staff is proposing to install holding tanks at this site because no viable septic system site is available on the property. 9:lp1an12013 planing c \2013-14 wdsm nursery vwiwm\narrative.dm CITY OF MEMORANDUM CHA NSEN TO: Todd Gerhardt, City Manager 7700 Market Boulevard PO Box 147 FROM: Kate Aanenson, Community Development Director Chanhassen, MN 55317 DATE: July 22, 2013 k 6// Administration �1r�(l-,[� PFax:952,227.11100 SUBJ: Final Plat Approval "`i Fax: 952.227.1110 � The Preserve at Bluff Creek 5th Addition Building Inspections Planning Case No. 06-14 Phone: 952.227.1180 Fax: 952.227.1190 PROPOSAL SUMMARY Engineering Phone: 952.227.1160 Chanhassen Residential Development Partners, LLC, the developer, and LDK Fax: 952.227.1170 Homes, the builder, are requesting final plat approval for The Preserve at Bluff Creek 5'b Addition. The plat includes 15 lots and 3 outlots. Because this Finance development is a PUD, design standards are required. Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 On Monday, May 8, 2006, the Chanhassen City Council approved rezoning of the Fax: 952.2271110 land within the plat for "The Preserve" from Agricultural Estate District (A2) to Planned Unit Development -Residential (PUD -R); approved a conditional use Recreation Center 2310 Coulter Boulevard permit to permit development within the Bluff Creek Overlay District and Phone: 952.227.1400 alterations within the flood plain; and approved the preliminary plat for "The Fax: 952227.1404 Preserve" creating 155 lots, 15 outlots, and right-of-way for public streets. Planning& Final plats: Natural Resurces Phone: 952.227.1130 . 151 Addition was Fax: 952.227.1110 platted in June of 2006 and included Public Works 53 lots 7901 Park Place Phone: 952.227.1300 • 2m Addition was Fax: 952.2271310 platted in May of 2007 and included Senior Center 12 lots Phone: 952.227.1125 • Yd Addition was Fax: 952.2271110 platted in 2010 and included 25 lots Web Site . 4 h Addition was www.ci.chanhassen.mn.us platted in 2011 and includes 19 lots g:tplan\2006 planning cases\06-14 the preserve\fnal plat documents -5th addition\5th addition fp cc - m 072213 w- strikeouts.doc SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Mr. Todd Gerhardt July 22, 2013 Page 2 Development Design Standards Setbacks: *The entire development, including the public and private streets and outlots, may not exceed 30 percent hard coverage. Individual lots will exceed the 30 percent site coverage (see Lot Impervious Coverage Analysis (see attachment). Materials and Design LDK proposes ten home styles with different options for each style (see attachments). The finished square footage of the homes ranges from 1900 square feet to 2750 square feet. There is room for additions such as three -season porches and decks. No two adjacent housing units may be of the same style or color scheme. FINAL PLAT REVIEW The 5`s Addition continues the streets River Rock Drive North and South. Outlot A will be platted into lots in the next addition, and Outlots B and C will be a private street. Outlot D includes common open space and Outlot E is a storm water pond. The 15 lots to be platted are consistent with the original preliminary plat approval. The average lot size is 7,888 square feet. g:\plan\2006 planning cases 06-14 the preserve`final plat documents -5th addition 5th addition tip cc - rev 072213 w-strikeouts.doc Standards Lyman Boulevard 50 feet Exterior Eastern (Perimeter) Setback 50 feet (creek on west) Front Yard garage side 25 feet Front Yard on corner lots 20 feet Side Yard 5/10 feet minimum; 15 feet between units Rear Yard 15 feet Hard Surface Coverage* 30% averaged over the entire site Wetland: Buffer and buffer setback 16.5 feet and 40 feet Bluff Creek Primary Zone boundary 40 feet with the first 20 feet as buffer Minimum lot size Average 8,000 square feet Public street 60 -foot right-of-way, 32 -foot paved Private street 40 -foot ri t-of--wa , 28 -foot paved surface *The entire development, including the public and private streets and outlots, may not exceed 30 percent hard coverage. Individual lots will exceed the 30 percent site coverage (see Lot Impervious Coverage Analysis (see attachment). Materials and Design LDK proposes ten home styles with different options for each style (see attachments). The finished square footage of the homes ranges from 1900 square feet to 2750 square feet. There is room for additions such as three -season porches and decks. No two adjacent housing units may be of the same style or color scheme. FINAL PLAT REVIEW The 5`s Addition continues the streets River Rock Drive North and South. Outlot A will be platted into lots in the next addition, and Outlots B and C will be a private street. Outlot D includes common open space and Outlot E is a storm water pond. The 15 lots to be platted are consistent with the original preliminary plat approval. The average lot size is 7,888 square feet. g:\plan\2006 planning cases 06-14 the preserve`final plat documents -5th addition 5th addition tip cc - rev 072213 w-strikeouts.doc Mr. Todd Gerhardt July 22, 2013 Page 3 Block/Lot Area sq. ft. Front Setback Rear Setback Side Setback B1 Ll 8,125 25 feet; 20 feet on corner lots 15 feet 5/10 feet minimum; 15 feet between units B1 L2 6,857 " 131 L3 6,857 " B1 L4 8,125 " B2 LI 9,230 " B2 L2 8,520 " If It B2 L3 8,520 " B2 L4 9,230 " B3 Ll 7,299 " B3 L2 7,207 " B3 L3 7,862 " B3 L4 7,536 " B3 L5 8,684 B4 Ll 7,200 " B4 L2 7,073 " Outlot A 6.123 acres N/A N/A N/A Outlot B 4,331 N/A N/A N/A Outlot C 13,342.5 N/A N/A N/A Outlot D 2.17 acres N/A N/A N/A Outlot E 4.7 acres N/A N/A N/A FINAL PLAT Blanket drainage and utility easements must be platted over Outlots B, C, D and E. A temporary drainage and utility easement must be granted over Outlot A and shall expire when Outlot A is replatted. Private utilities (e.g. storm sewer that only conveys runoff from a private street) within outlots shall be owned and maintained by the Association. The name of the public street extending south of Bluff Creek Boulevard shall be River Rock Drive South. GRADING AND DRAINAGE The lots within the 50' addition were mass graded with the 2nd addition in order to balance the earthwork. RETAINING WALLS No retaining walls are proposed in the 5d' Addition. In the 6`h Addition, a 245 -foot long retaining wall is proposed on the east property line, north of Mills Drive. The maximum height of this g:iplan\2006 planning cases 06-14 the pre cTinal plat documents -5th addition\5th addition fp cc - rev 072213 w-strikeouts.doc Mr. Todd GerLar& July 22, 2013 Page 4 retaining wall is four feet. There may be an opportunity to reduce the height of this wall or eliminate this wall when the property to the east develops. This wall will not be constructed until the lots are platted. UTILITIES Lateral sanitary sewer and watermain will be installed within Phase 5 of the final plat. Lateral utilities to serve the future lots will be installed when the area is final platted. When the area south of Lyman Boulevard is final platted, an 18 -inch diameter watermain must be installed on the south side of Lyman Boulevard to the east property line. The developer will be reimbursed the cost difference between an 8 -inch lateral and the 18 -inch trunk watermain with final plat approval of that area of the development. Homes with a floor elevation of 935 ft. or lower will require a pressure reducing valve within the house. The developer will be responsible for extending lateral sewer and water service to the lots, and therefore the sanitary sewer and water connection charges will be waived. The assessments for the 2005 MUSA improvements were paid in full with the first phase. Each new lot is subject to the sanitary sewer and water hookup charges. A portion of these fees is collected with the final plat and is calculated as follows: SAC fee partial payment: 15 units x $651.00/unit = $9,765.00 WAC fee partial payment: 15 units x $1,818.00/unit = $27,270.00 The remainder of these fees will be collected with the building permit and are based on the rates in effect at the time of building permit application. Based on the 2013 fees, this amounts to $1,519.00/unit for the SAC fee and $4,242.00/unit for the WAC fee. The party applying for the building permit is responsible for payment of these fees. STREETS This phase of the development includes a 280 ft. extension of River Rock Drive North, a 31 ft. wide street within a 60 ft. right-of-way. The -plans must be revised to include a 90 ft. diameter temporary turnaround at the northern terminus of River Rock Drive North. A temporary roadway, drainage and utility easement must be granted over the proposed temporary cul-de-sac. All dead-end streets must be barricaded according to the Minnesota Uniform Traffic Control Device Manual. g:\plan\2006 planning cases 06-14 the preseme`final plat documents -5th addition\5th addition tp cc - rev 072213 w-strikeouts.doc Mr. Todd Gerhardt July 22, 2013 Page 5 Private streets within The Preserve at Bluff Creek 5th Addition will be 28 ft. wide in a 40 ft. wide outlot. Jeurissen Lane must extend past Lot 1, Block 3 to provide adequate space for a vehicle to back out of the driveway and tum into the street. The development is subject to the arterial collector fee which must be paid in cash with the final plat and is calculated as follows: 2.728 developable acres x $2,400/acre = $6,547.20 The developer must apply for a temporary driveway permit for construction access off of Lyman Boulevard. This access will limit the construction traffic from existing residences in the earlier phases and will also limit the damage from the construction traffic to existing streets. In Spring of 2014, this portion of Lyman Boulevard will be reconstructed, at which point Carver County may restrict or eliminate this access. The developer is aware of this situation. RIVER ROCK DRIVE SOUTH Lennar has submitted the Camden Ridge preliminary plat for the Jeurissen property to the south of The Preserve at Bluff Creek 5'h Addition. Access to Camden Ridge will be from River Rock Drive South. The developers of The Preserve 5th and Camden Ridge have agreed that Lennar will pay for the portion of River Rock Drive South within The Preserve 5th Addition. Staff recommends that the development contract for The Preserve at Bluff Creek 5th Addition include the construction of River Rock Drive South because Camden Ridge development does not have final plat approval and access to Blocks 3 and 4 of The Preserve 5th requires the installation of this street. A private contract between the developers can address any cost share agreement outside of the City's purview. LANDSCAPING The landscaping plan will follow the proposed plan dated 5/26/10. The landscape security shall be calculated at a rate of 110 percent of the actual value of the improvements. Buffer plantings shall be installed along the property line in the rear of Lots 1-4, Block 2; Lots 1-5, Block 4; and Outlot D. Landscaping for all lots in the 5'h addition shall comply with the landscape plans dated 5/26/10 (see attachment). BUILDING INSPECTIONS A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. Retaining walls over four feet high require a permit and must be designed by a professional engineer. g:\plan\2006 planning cases 06-14 the pnserve`final plat documents -5th additiono5th addition tp cc - rev 072213 w-strikeouts.doc Mr. Todd Gerhardt July 22, 2013 Page 6 Each lot must be provided with separate sewer and water services. Proposed fire hydrant locations are acceptable. A Moot clear space must be maintained around hydrants. New street names are acceptable. No burning permits will be issued for treesibrush removal. They must be chipped or hauled away. Prior to new home combustible construction, water mains and fire hydrants must be made serviceable. Prior to new home combustible construction, approved street signs shall be installed. Prior to new home combustible construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be serviceable. PARKS AND RECREATION COMMISSION The payment of full park dedication fees at the rate in force upon final plat approval in lieu of parkland dedication. For 2013 the park dedication fee is $5,800 per dwelling. Based on approval of 15 lots within the 5'h Addition, the total fee due and payable with the final plat is $87,000. RECOMMENDATION Staff recommends that the City Council adopt the following motion: "The Chanhassen City Council approves the Final Plat for The Preserve at Bluff Creek 5`h Addition subject to the following conditions: Planning Department Conditions of Approval 1. All homes shall comply with all standards of the PUD Building Inspections Conditions of Approval 1. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 2. Retaining walls over 4 ft. high require a permit and must be designed by a professional engineer. g:\plan\2006 planning cases\06-14 the pres e\final plat documents -5th addition�5th addition (p m - rev 072213 w-sMkeouts.doc Mr. Todd Gerhardt July 22, 2013 Page 7 3. Each lot must be provided with separate sewer and water services. Fire Marshal Conditions of Approval Proposed fire hydrant locations are acceptable. A 3 -foot clear space must be maintained around hydrants. 2. New street names are acceptable. 3. No burning permits will be issued for trees/brush removal. They must be chipped or hauled away. 4. Prior to new home combustible construction, water mains and fire hydrants must be made serviceable. 5. Prior to new home combustible construction, approved street signs shall be installed. 6. Prior to new home combustible construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be serviceable. City Engineer/Water Resources Coordinator Conditions of Approval 3. The developer must pay $9,765.00 for the partial payment of the SAC fees and $27,270.00 for the partial payment of the WAC fees with the final plat. The remainder of these fees will be collected with the building permit and are based on the rates in effect at the time of building permit application. Based on the 2013 fees, this amounts to $1,519.00/unit for the SAC fee and $4,242.00/unit for the WAC fee. The party applying for the building permit is responsible for payment of these fees. 4. The arterial collector fee for this phase is $6,547.20 and must be paid in cash with the final plat. 5. Jeurissen Lane must extend past Lot 1, Block 3 to provide adequate space for a vehicle to back out of the driveway and turn into the street. 6. Sidewalks adjacent to private streets and within privately owned outlots can be used by the public. fi h ' f ...nation to substantiate the ,..,emptie« request. The appl:sant :ems g:\plan\2006 planning cases,06-14 the pn s e`final plat documents -5th addition\5th addition fp m - n 072213 w-strikeouts.doc Mr. Todd Gerhardt July 22, 2013 Page 9 compliant with the General Permit to Discharge Stormwater Associated with Construction Activity Under The National Pollution Discharge Elimination System (NPDES Construction Permit) issued in 2008. The SWPPP and all erosion prevention and sediment control practices must be updated to be consistent with these changes and submitted to the City for review. Any work not completed within 18 months of August 1, 2013 will be subject to the NPDES Construction Permit issued August 1, 2013. 14. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 16. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is Q'6�.8 $19,676.86. 17. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. • Y. _ _ . ... .. ... .. .. _ .. .. .. .. 71T.f.ElT.4}lfif!'!lf�lR! . 19. Blanket drainage and utility easements must be platted over Outlots B, C, D and E. 20. A temporary drainage and utility easement must be granted over Outlot A and shall expire when Outlot A is replatted. 21. The name of the public street extending south of Bluff Creek Boulevard shall be River Rock Drive South. 22. The plans must be revised to include a 90 ft. diameter temporary turnaround at the northern terminus of River Rock Drive North. A temporary roadway, drainage and utility easement must be granted over the proposed temporary cul-de-sac. 23. All dead end streets must be barricaded according to the Minnesota Uniform Traffic Control Device Manual. g:,plan\2006 planning cases 06-14 the presetve`final plat documents -5th addition\5th addition fp cc - rev 072213 w-strikeouts.doc Mr. Todd Gerhardt July 22, 2013 Page 10 24. The developer must apply for a Carver County temporary driveway permit off of Lyman Boulevard for construction access. 25. The developer must work with staff on changes required (redlines) to meet city standards. 26. [New Condition] The developer shall work with City staff and developer of Camden Ridge to minimize outfalls to Pond 5. The intended result is to combine three outfalls along River Rock Drive South into one outfall. Environmental Resources Coordinator Conditions of Approval 1. The landscaping plan will follow the proposed plan dated 5/26/10. The landscape security shall be calculated at a rate of 110 percent of the actual value of the improvements. Buffer plantings shall be installed along the property line in the rear of Lots 1-4, Block 2; Lots 1-5, Block 4; and Outlot D. 2. Landscaping for all lots in the 5`s addition shall comply with the landscape plans dated 5/26/10. Parks and Recreation Department Conditions of Approval The payment of full park dedication fees at the rate in force upon final plat approval in lieu of parkland dedication. For 2013, the park dedication fee is $5,800 per dwelling. Based on approval of 15 lots within the 5`s Addition, the total fee due and payable with the final plat is $87,000. ATTACHMENTS 1. Location Map 2. Application 3. The Preserve at Bluff Creek 5`s Addition Final Plat 4. Lot Area Tabulation 5. Lot Impervious Coverage Analysis 6. Lot Study Sketch 7. Lot Type Exhibit 8. House Designs 9. Landscaping Plan g:,plan\2006 planning cases 06-14 the preserve final plat documents -5th addition,5th addition 1p cc - rev 072213 w-strikeouts.doc Location Map PLEASE PRINT CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Planning Case Noo(w%-14 CITY OF CHANHASSEN RECEIVED JUN 2 7 2013 CHANHASSEN PLANNING DEPT Ant Name nd Address: Pro erty Ow r Name and Address: M cipt­,-It Contact rom FQ Ls&m Contact: Phone:A9-/707 FA: e Phone: 'L- ax: Email: -%'6��+ uj FiC, ilssr,� _C,.., Email: NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development' Rezoning Sign Permits Sign Plan Review /Site Plan Review (SPR)' Subdivision' (�,l flof Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign — $200 (City to install and remove) X Escrow for Filing Fees/Attorney Cost" - $50 CUP/SPR/VAC/VAR/WAP/Metes & Bounds - $450 M' or SUB TOTAL FEE $ 0SroR� dr -4 I An additional fee of $ .00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. 'Five (5) full-size folded copies of the plans must be submitted, including an 8'/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format. "Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED PROJECT NAME: k, f^a a-` 'ely/o LOCATION: �iLj 1 4- b b` -i LEGAL DESCRIPTION AND PID: TOTALACREAGE: WETLANDS PRESENT: PRESENT ZONING: REQUESTED ZONING: PRESENT LAND USE DESIGNATION: w�ZLO] REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. 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. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. 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 have attached a copy of proof of ownership (either copy of Owners Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed 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. The documents and information I have submitted are true and correct to the best of my knowledge. 7113 - Signature o Applicant Date ��A .PjyA 7--3-/3- Signature of -fee Owner Date g1planWorrnc\developmenl review applicalion.doc SCANNED 2� a! �! \ � ! • IV LL. Z5 -4 QR ! g. uj , # W !! �• \ q RIP , . )#§}|]) !| 9�ap5e� � Ci Fv zo _;,^,V .. 66LL io ..n_ o.. ... ..r= �elF �;mq CE CS W r 1 cc LL, cc cn _i Ty � IfOWi�OYVllpa`J a a IlltlSi 3'!K' .CM' A3Vtl R i ww 11`+ 9�ap5e� zo _;,^,V .. 66LL io ..n_ o.. ... ..r= �elF r 1 _i Ty � IfOWi�OYVllpa`J a a IlltlSi 3'!K' .CM' A3Vtl w \ \ 311 \ THE PRESERVE AT BLUFF CREEK STH ADDITION xm arrow rr„as Westwood rmlabnN flalax, rrK. ,..r..,..,nr. J Y ,ora bmwm.e mew xT 0.1'r)�[ / e w wa mm�rvx ev ikon xn�jbli un r / .w� m»n m.a er r,ex.n x. user / •F� •�� / tar '. �r7c aM1 (o Cp e. •,ammo �,�J r .� �/ dN R0 E?i. vr�rr r y / :RecK AI OL;n,' amur e q DxR ra i m 7 �ririii!vir xm arrow rr„as Westwood rmlabnN flalax, rrK. ,..r..,..,nr. J THE PRESERVE AT BLUFF CREEK 5TH ADDITION 0001014 Parcel Area Report Client: Degler Land Co. Project Name: P:\00010I4.00Wwg\Survey\0001014CPF05.dwg Project Description: Report Date: 6/20/2013 6:04:04 PM Prepared by: SRS Parcel Name Square Feet Acres Block 1 Lot 1 8125.000 0.187 380.000 Block 1 Lot 2 6875.000 0.158 360.000 Block 1 Lot 3 6875.000 0.158 360.000 Block 1 Lot 4 8125.000 0.187 380.000 Block 2 Lot 1 9230.000 0.212 414.000 Block 2 Lot 2 8520.000 0.196 404.000 Block 2 Lot 3 8520.000 0.196 404.000 Block 2 Lot 4 9230.000 0.212 414.000 Block 3 Lot 1 7299.288 0.168 363.864 Block 3 Lot 2 7207.242 0.165 360.722 Block 3 Lot 3 7286.093 0.167 363.414 Block 3 Lot 4 7536.375 0.173 371.960 Block 3 Lot 5 8684.066 0.199 389.561 Block 4 Lot 1 7200.000 0.165 360.000 Block 4 Lot 2 8073.548 0.185 382.808 Outlot A 266701.983 6.123 2273.930 Outlot B 4331.311 0.099 296.566 Outlot C 13342.536 0.306 747.086 Outlot D 94576.403 2.171 2666.950 Outlot E 205175.369 4.710 2342.244 River Rock Drive North 18140.129 0.416 724.671 River Rock Drive South 30385.478 0.698 1135.439 Total Boundary 751439.822 17.251 1135.439 03008 weete.d Profe..I..I Bw .. Ind 925X)) VaneAl) 5X)) ". w.r.enw.rreewae ec err thapuad for reerrl..oie. Pemtom Land Co. eek OeW-Mw �e miwe ,aewsn r ee.r rwe. a9eellelood ........r.. Halm Pnlele, 911nneeah 88914 Site Impervious Coverage Calculations Total Site Area 79.86.* ac. Site Impervfaus Components: Streets 8.J7 ac. Sidewalks 1.24 cc. rrails 1.68 ac. Homes At Drives 10.61 ac. _ Overall Impervious Coverage 22.11 ac. (277X) Allowable Impervious Coverage 2396 ac. (30.0X) Excess Impervious Coverage 1.85 cc. (80,566 sf) Maximum Impervious Area for Homes h Drives 12.67 ac. (551,905 sf) (Excess coverage allotted to homesites) Allowable Impervious Coverage per Lot 4631 sf (551.905 sf Maximum Homes and Drives area / 152 homes) Additional imp. Coverage Potential per Lot 571.* sf (3,631 sf Maximum — 3,060 typical coverage) X ROW Cels 4/27)06 9e.ee i OF J The oa „ o,m ox Preserve Lot o ImperviousI Coverage Analysis mlHdk" A JV I+ o ;. � sig 4 E ���� 3isi 1I��� �?���. . v_!!�2.| \ R ! !! . v_!!�2.| \ R N }i jai Sid 900000 } 5 & � , | � ! : / ) § §\� §}| !| _r I � ` m | v ! | | i| �a � ®r _r ----- 7 'VI E r Ewe 11H 3j 11 Al � S CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 06/28/2013 12:25 PM Receipt No. 00223616 CLERK: AshleyM PAYEE: Chanhassen Residential Development 7300 Metro Boulevard Suite 300 Edina MN 55439 - Planning Case 2006-14 Preserve at Bluff Creek 5th Addition ------------------------------------------------------- Final Plat Fee 250.00 Total 250.00 Cash 0.00 Check 1748 250.00 Change 0.00 SCANNED CHANHASSEN RESIDENTIAL DEVELOPMENT PARTNERS, LLC ..City of Chanhassen Item to be Paid - Description General Development Check Number: 1748 Check Date: Jun 27, 2013 Check Amount: Discount Taken $250.00 Amount Paid 250.00 SCANNED 1748 1 Purpose: For your approval Remarks: The application and application fee will be submitted by the Developer under separate cover. We respectfully request that this project be placed on the agenda of the July 22nd, 2013 meeting of the City Council for review and approval of the Final Plat for the Preserve @ Bluff Creek 5th Addition. Please call and let us know if there is anything else you may need or if our assumption on the schedule for approval is incorrect. Delivery: Hand Deliver cc: File; Todd Baumgartner, Chanhassen Residential Development Partners, LLC i i A a i. S e 2 � � r I r 7WIN ( SIMETW ST. QMD I INEAD TRANSMITTAL W ' codnulassbo"S.Vk"' 7699 A�()r-m Drive Eden Ririe. MN 553" NAI" 952-937-5150 LAR 952-937-5822 -III wet 1-888.937-5150 MA_; ,ps®vresvle UIXdMC. June 27, 2013 V,-=oW..dPSC. WDate: Re: Preserve @ Bluff Creek 5th Addition: Submission for Final Plat Review Westwood File R0001014 To: Kathryn Aanenson CITY City of Chanhassen RECSSEN EIVED 7700 Market Boulevard FI PO Box 147 Chanhassen, MN 55317 JUN 2 7 7013 From: Francis D. Hagen, II CHANHASSEN PUNNING DEPT Items: No Description full size sets and 1- 8-1/2"x11" reduced set of the Final Plat for the 5 5th Addition & Final Utility & Street Plans for the 3rd-6th Additions 1 set of the Lot-by-Lot area tabulations I set storm sewer drainage calculations and area maps Purpose: For your approval Remarks: The application and application fee will be submitted by the Developer under separate cover. We respectfully request that this project be placed on the agenda of the July 22nd, 2013 meeting of the City Council for review and approval of the Final Plat for the Preserve @ Bluff Creek 5th Addition. Please call and let us know if there is anything else you may need or if our assumption on the schedule for approval is incorrect. Delivery: Hand Deliver cc: File; Todd Baumgartner, Chanhassen Residential Development Partners, LLC i i A a i. S e 2 � � r I r 7WIN ( SIMETW ST. QMD I INEAD wk\.tn � r?-Vicew, \"°) 'ke r✓, May 12, 2006 Dan Cook The Pemtom Land Company 7697 Anagram Drive Eden Prairie, MN 55345 Re: The Preserve — Planning Case 06-14 Dear Mr. Cook: The Preserve at Bluff Creek 5' Addition has been submitted on June 27, 2013 for final plat approval at the July 22, 2013 City Council Meeting. Please review these conditions approval against the attached plans and respond to Kate no later than Friday, July 12, 2013. Respond to each condition as follows: • Still applies • Does not apply or has been met • Is modified as follows (include modification) • New condition A digital copy of this letter (for copying and pasting the conditions for your response) is available at g:\plan\2006 planning cases\06-14 the preserve\final plat documents — 5a' addition\preliminary approval ltr.doc On Monday, May 8, 2006 the Chanhassen City Council approved the rezoning of the land within the plat for "Che Preserve" from Agricultural Estate District, A2, to Planned Unit Development - Residential, PUD -R; approval of a conditional use permit to pennit:development within the Bluff Creek Overlay District and alterations within the flood plain; and approval of the preliminary plat for "The Preserve" creating 155 lots, 15 outlots and right-of-way for public streets, plans prepared by Westwood Professional Services, Inc., dated March 17, 2006, subject to the following conditions: 1. The drainage and utility easement over the northern portion of Lift Station #24 must be vacated and filed upon final approval of the final plat. 2. The "Existing Conditions" plan must be revised to show the drainage and utility easement that was granted to the City and contain trunk sanitary sewer and watermain. Prior to City Council consideration of the final plat, the applicant must provide documentation indicating that the proposed right-of-way for Lyman Boulevard meets Carver County's requirement. 4. The grading plan must identify the existing and proposed 100 -year floodplain. 5. Due to the anticipated timing of the final plat with respect to the timing of formal approvals from FEMA, the proposed lots that are within the current floodplain may be preliminary platted subject to FEMA approval of the LOMR. 6. Any grading within the floodplain will require a Conditional Use Permit. 7. Catch basins on each side of all public streets must be no more than 300 feet apart. 8. The proposed outlet for Wetland A must lie along the edge of the wetland. Mr. Dan Cook May 12, 2006 Page 2 of 6 9. The storm sewer from Pond 1 must outlet to the wetland north of Pond 2 in order to maintain hydrology to the wetland. 10. Storm sewer within Street J must be rerouted through the side yards within Block 3 and outlet to Pond 2. 11. Hydraulic calculations must be submitted with the final plat submittals. 12. The legend on the final grading plan must identify the lowest floor elevation. 13. All buildings must be demolished before the second phase. 14. The final grading plan must show the top and bottom of wall elevations. 15. Any retaining wall four feet high or taller requires a building permit and must be designed by an Engineer registered in the State of Minnesota. 16. The developer must work with staff to find the preferred sanitary sewer alignment west of Block 3 prior to City Council consideration of the final plat. 17. The plan must be revised to show an 18 -inch diameter watermain on the south side of Lyman Boulevard to the east property line. 18. The developer's engineer must submit a separate cost estimate for the watermain oversizing along Lyman Boulevard with the final plat submittals. 19. To the maximum extent practicable, the trail along the east side of Bluff Creek must be within close proximity of the manholes for the existing trunk sanitary sewer. 20. The lowest floor elevation of each unit must be shown on the utility plan. 21. The existing well and septic system must be properly removed and abandoned during site grading and utility installation. 22. The developer must pay $15,776 in cash with the final plat for the pro -rated cost for the preparation of the 2005 MUSA AUAR. 23. The outstanding assessments — $310,999.03 for 2005 MUSA roads and water, and $162,976.08 for Highway 101/Lyman Boulevard/Highway 312/Highway 212 must be paid with the final plat or reassessed to the lots and outlots for future development. 24. Each new lot is subject to the sanitary sewer and water hookup charges. These fees are collected with the building permit and are based on the rates in effect at the time of building permit application. The party applying for the building permit is responsible for payment of these fees. Mr. Dan Cook May 12, 2006 Page 3 of 6 25. The City will construct Bluff Creek Boulevard Improvements to serve the development in conjunction with public improvement project No. 06-05. The property within the plat will be specially assessed for this project. 26. The development is subject to the arterial collector fee, which must be paid in cash with the final plat. 27. Streets F and K must extend past Lot 6, Block 13 and Lot 1, Block 17, respectively to provide adequate space for a vehicle to back out of the driveway and tum into the street. 28. Gabs on public streets will be high -back; curbs on private streets will be surmountable. 29. The sidewalk along the north side of Street H between Street A and Street I, and along the north side of Street E must be eliminated. 30. Sidewalks adjacent to private streets and within privately owned outlots can be used by the public. 31. The applicant will work with staff to discuss eliminating Lots 1 and 2, Block 11, and Lots 1 through 5, Block 1. 32. The applicant shall revise the plan design to ensure adequate hydrology for Wetland 4 in the post -development condition. 33. If the applicant wishes to pursue an exemption for impact to Wetland A, the applicant shall furnish information to substantiate the exemption request. The applicant is advised that, even if impacts would be exempt from WCA, they may not be exempt from the requirements of the Army Corps of Engineers. 34. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all wetlands and wetland mitigation areas. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. All structures shall maintain a setback of at least 40 feet from the wetland buffer edge. 35. All structures shall maintain a 50 -foot setback from the ordinary high water level of Bluff Creek. All structures shall maintain a minimum 40 -foot setback from the primary corridor. No alterations shall occur within the primary corridor or within the first 20 feet of the setback from the primary corridor. The 50 -foot setback, primary corridor boundary, 40 -foot structure setback and 20 -foot grading setback shall be shown on the plans. 36. The applicant shall provide details for the proposed trail crossing of Bluff Creek. Minnesota Department of Natural Resources (DNR) permits shall be obtained for all creek crossings. In addition, the trail alignment shall be revised to cross Bluff Creek in the same location as the sanitary sewer crossing. Immediately south of the creek crossing, the trail intersection shall be redesigned to avoid impact to the trees. Mr. Dan Cook May 12, 2006 Page 4 of 6 37. The plans shall be revised to provide a lower EOF for Wetland A and a path to the west for excess water that will not threaten proposed structures. 38. The EOF path for Pond 1 shall be revised to provide a more direct EOF route from Pond 1 to Wetland 4. 39. The proposed sanitary sewer and storm sewer outlet in the vicinity of Pond 2 shall be revised to ensure: 1. The runoff from the outlet will not compromise the integrity of the sanitary sewer, and 2. The sanitary sewer is not located below the normal water level (NWL) of Pond 2. 40. The outfall from Pond 3 shall not outlet upslope of the proposed trail. 41. The applicant shall clarify the avoidance of the drainage way to be preserved during the construction of Pond 4 and, if possible, redesign the pond to provide additional storage and treatment in lieu of avoiding the drainage way. 42. Pond 5 shall be constructed prior to the construction of all the areas that drain to it. 43. Drainage and utility easements (minimum 20 feet in width) shall be provided over all existing wetlands, wetland mitigation areas, buffer areas used as PVC and storm water ponds. 44. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of SIM Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 45. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. 46. The applicant shall be proactive in addressing potential run-on problems in the vicinity of the extreme southeast comer of the property. This would potentially involve vertically tracking equipment up and down the graded faces of the slope to increase roughness and prevent rilling. Similar practices shall be used behind the homes along the central part of Outlot A. 47. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $242,760. Mr. Dan Cook May 12, 2006 Page 5 of 6 48. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase H Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 49. The applicant shall demonstrate that the outlet pipe installation and elevation will not impact the wetland. 50. If recommended by the Park and Recreation Commission, park fees shall be paid as per City ordinance at the rate of final platting. 51. Tree protection fencing shall be installed prior to construction around all areas des' ated for preservation and/or at the edge of proposed grading limits. 52. A walk-through inspection of the silt/tree preservation fence shall prior to construction. 53. No burning permits shall be issued for tree removal. All tr es removed on site shall be chipped and used on site or hauled off. &p p ; n `A f f f 54. A turf plan shall be submitted to the City indicating the location of sod and seseeding areas. 1-4 6kd�L 55. Buffer plantings shall be installed along the *ad property line in the rear yards of Lots' wit"� D B,tand It �� �ViZ, (N lob l - ��-'� • daktis rj a A �t sn S VISA t C " a �. ��, � 1 � S t �y�e p(t�y 7ZL 56. Applicant shall remove ��`&om the planting schedule. The (�gc►uy�1 ... applicant shall substitute anotlier species wiith approval from the City. \ 57. A conservation easement shall b�r ed over O tlot A. , (�� �yexx- W --C ' 58. The developer shall work with�Stallto develop and install appropriate markers at lot lines to demarcate the primary zone. 6Wfr I10- "e ILr 59. The applicant shall submit a plan for the revegetation of any areas of grading within Outlot A. The plan shall incorporate native plants and be consistent with the City's Bluff Creek Natural Resources Management Plan Appendix C. Special attention should be paid to areas with steep slopes (greater than 3:1). Staff recommends that the Hill Prairie planting list be used for the restoration. 4tt, K&i- a.T pig„ 60. The applicant shall provide all design, engineering, construction and testing services required of the "Bluff Creek Trail." All construction documents shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of each phase of construction. The trail shall be 10 feet in width, surfaced with bituminous material and constructed to meet all city specifications. The applicant shall be reimbursed for the actual cost of construction materials for the Bluff Creek Trail. This reimbursement payment shall be Mr. Dan Cook May 12, 2006 Page 6 of 6 made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials utilized in its construction. 61. Outlots A, B, L and N be conveyed to the city as public property by warranty deed. 62. The following items are to be addressed at final plat: • Attention to garage door facades including n percent of doors with windows • Color palate ( 4 minimum) • Private streets and sidewalks, • Percentage of future boilable area, • Setbacks on corner lots • Turnarounds at the end of private streets. Attached are the requirements for final plat. Please feel free to call me at 952-227-1139 if you have any questions. Sincerely, Kathryn R. Aanenson, AICP Community Development Director Enc. c: Gayle & Lois Degler g:�plan\2006 pla®ing ca \06-14 the pceserve\fml plat dm maz-5th addmmi pm immary appmwl kr.dm THE PRESERVE AT BLUFF CREEK 5TH ADDITION 0001014 Parcel Area Report Client: Degler Land Co. Project Name: P:\0001014.00\dwg\Survey\0001014CPF05.dwg Project Description: Report Date: 6/20/2013 6:04:04 PM Prepared by: SRS Parcel Name Square Feet Acres Block 1 Lot 1 8125.000 0.187 380.000 Block 1 Lot 2 6875.000 0.158 360.000 Block 1 Lot 6875.000 0.158 360.000 Block 1 Lot 4 8125.000 0.187 380.000 Block 2 Lot 1 9230.000 0.212 414.000 Block 2 Lot 2 8520.000 0.196 404.000 Block 2 Lot 3 8520.000 0.196 404.000 Block 2 Lot 4 9230.000 0.212 414.000 Block 3 Lot 1 7299.288 0.168 363.864 Block 3 Lot 7207.242 0.165 360.722 Block 3 Lot 7286.093 0.167 363.414 Block 3 Lot 4 7536.375 0.173 371.960 Block 3 Lot 5 8684.066 0.199 389.561 Block 4 Lot 1 7200.000 0.165 360.000 Block 4 Lot 2 8073.548 0.185 382.808 Outlot A 266701.983 6.123 2273.930 Outlot B 4331.311 0.099 296.566 Outlot C 13342.536 0.306 747.086 Outlot D 94576.403 2.171 2666.950 Outlot E 205175.369 4.710 2342.244 CITY OF CHANHASSEN RECEIVED JUN 2 7 2013 CHANHASSEN PLANNING DEPT SCANNED River Rock Drive North 18140.129 0.416 724.671 River Rock Drive South 30385.478 0.698 1135.439 Total Boundary 751439.822 17.251 1135.439 --- - / -------------------------- „ 2, ----------- - >,., » ^. f m,!| § !4 # + � § . � % �e y F %s $a i .,gym � a r� Q N �e r N i .,gym Q N �e A.One60 --Key —11. d.ms„..-,�n!—. ) ! � 22� 9s� � § Envy Monument - Prone Elevation Entry Monument - Side Almelo. Rm" Monument - Pleo VMw w.nwoa etWe r Monument Plan Deteil O V! STA1E ME EALL N-zm w. CPL, N 1.�("4111 �, V CLenheeeen Residential Development Pertness, LLC eau. umw.. swan NOT FOR CONSTRUCTION The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions L./W/% . 7 ,w le lenderepe Detelle 0 0 0 0 00 0 0 0 O r wad I I als I� if 1 r i` s 6444 6644 €464 e Jill .1 THE PRESER VE A T BL UFF CREEK 5 TH A DDI TION KNOW ALL PERSONS BY BESE PRESENTS mot Defiler two Company, LLC, a Minnesoto limited hal ddy company, owner of the /600w419 described property situated in the County or Car, State of Minnesota. to wit Oudot B. NE PRESERVE AT BLUFF CREEK IST ADDITION and Outlot C, THE PRESERVE AT BLUFF CREEK 4TH ADD,OON. according to the recorded plats thereof, both an Carver County. Minnesota. Has caused the same to be surveyed and plotted as TIE PAESERIE AT BLFF CREEK $TN ADO17M and does hereby donate and dedicate to the public for public use brewer the easements as shown on this plot for drainage and utility Purposes only CnY COVTOE. CITY OF OYAWL453 T4 MIE517TA This plod f TIE PI�t1E AT MA#F CREEK STN AODNION was approwed and accepted by the City Comics of Me City o/ ChanM1assen, Minnesota at o regular meeting thereof held this day o/ 20_ and sold plat is M compliance with the prowsians Of Minnesota Statutes. Section 505.OJ. Subd 2. City Council. City of Chanhassen. Minnesota By By. c TY StRWY02 Caw coaaty Mi aeecto In witness whereof said Defiler Land Company U.C. a Minnesota Iknited liability company, has caused these presents to be signed by its Pursuant to Chapter 395. Minnesota Lows of 1977. this plot hos been bpprri this day of Proper officers this day of 20 20 DEO.ER LAND COMPANY, LLC By Its STATE CF ANAKESOTA COW" or The foregoing instrument was acknowledged before me this by its ,.par,, on behalf of the campony day o/ 20� Of Defiler Land Company LLC, a Minnesota limited liability John E Freemyer. County Surweyw CMW/TY A TVR—TRS49JRER Ca CantX MMewrtp I hereby certify that tares payable In 20_ and prior years hove been paid far land described an this plot. Dated this day or 20� Laurie Engelen, County Audlfo/Treaourr, Notary Publtc, County, Minnesota COUNTY RECaRg R. f Canty Mhleso(d I hereby certify that this plot Of THE P/RgRW AT &UPF (REEK SN/ ACCItIM win lied this day of My Commission Expires 20at cock —M. as Document Na. 1, Craig W. Mors,, do hereby certify that this plat was prepared by me Or under my direct superiihon; that I am a duly Licensed Land Surweyor in the State of Minnesota; that this plat is o correct representoGon of the boundary sur.ey that all mathematical data and lobes are correctly desgnoted on this plat; that all monuments depicted an this plot have been ar will be corectty set within ane year; that dl water boundaries and wet lands, as defined in Minnesota Statutes, Section 505 01. Subd. 3, as of the dote of this cediric 1. are shown and labeled on this plat; and o11 public ways ore shown and labeled on this plat. Dated this day of 20 Craig W. Morse, Licensed Land Surveyor Minnesota License No. 23021 STATE CF MWNESOTA CCIRTTY OF N WOW This instrument was acknowledged before me on Notary Public, My Commission Expires County, Minnesota by Craig W. Morse. pd. w.e.a Mark Lundgren. Caner County Recorder Cry OF CHAtiHASSEt1 CFail) JUN ? l 71113 OANHASSEN P(AVNING DEpr CAP i Westwood Professional Services, 1r J c 9 N01005171E 29.00 N86054'43'W 164. G-3057'11' _ .. R=220.0015_18 N01 -05771E 19.83 -- Ell - E ,J rr r LI\VL :7CIr^rL—il ir- rC-cO`vE RI` hnrlrlJr �fl Er-JG— it ✓ mVV i OUILOT A nr rr. nr V. vv u.v r r-r- L�l-L/l � 0 2 4 F— OUlLOT B 0 50 @ n hm--- r4zm roeze n r____________ N4e°N'4Ye r3SQ] 81 err r v. �Irrl� I nGGL\ 18 81 'rIT7 1 8 1 GVM. Me•3.'Al1 x15.00 L—Ji 2 -{ Mf°51'4ri r.2m L____—_____J R o r=�7---------1 r ---------J I 81 `•awrae 2 I 2 18 In e1 o.m 2 1 I 1'8 1 I� 1SI RR N6Ya44YlY razcn C_—__9 ____J r_________—__ 1 mwaeuarr�___ �='-aw�urGaeuvrr �g 1 81 nsowr I 18 `I 8 Nm'st 4ilr r2im A A I L__ �ee^sa_.l-_w �4zao r --I I I r —1 1 8 I 81 1 A nnrrrn Al l8 81 4 L_ nV mm ---V J L_______--_--� t R (; ) THE PRESERVE A T BL UFF CREEK 5TH ADDITION 50 0 50 50 I50 5; n feet 0ramoge and Witty Easemwts are show thus II 5J 1 11 5 I I 1I0I 1I0I J____J L—___L_____ L ----- I (No S &.) Bong 5 feet N width. unless otherwise ndicated, end odpnng lot 1nq and 10 feet in width and arlpmAg rohf-of-wy lines as show on the Plat Me ori fatioa of this Dearing system is based on the east line of Outlet C. RIE PRESERW AT BLUFF CREEK 41N AODIPOI whits is assumed to bear N 01°05'17' E o Denotes 1/2 in eh by 14 mch ken mwummt set w d mareed by tunas No. 2-021 • ttwofes 1/2 inch by 14 nch kan menument found mrd marked by Hawse Na. 2-021 Westwood Professional Services, Inc. 0 f f -l- / ,r:ARG 3fB'W LCL. v i i J u A T N71ej1 / , EacE rc OU/LOT E / ^ \ o5'J p0 � LIXF Cf IFRAM_. \ 2 .p Arl rllT//lA/ n L/LllllVly .\ 1 OVTLOT o ti65 M Westwood Professional Services, Inc. THE PRESERVE A T a knot E`"` uW It &1 GECX 4M hCP'nPv W & [M ow e., a-_' ' p BLUFF CREEK S 1/NE P� wnOt C 0 _ A000"K- I1 &VT GRFIX 4M .W'Mnpl NM*.44JW J27.Oo 5TH A DDI TION R�7.90 7.90 / h alert o/ this bearing saran E based on the east line b. the Oufldt G ME E PRESERVE AT BLUFF CREEK 4MAD07M17"E which is assumed fo 6ew N O1 °05'A" E / O Denotes 1/2 inch by 14 inM Aw monument / set end moped by License No. 2JO21 • Denotes 1/2 inch by 14 meth Ya, monument fouby License N. 23021 nd and marked JIIf 40 0 40 80 120 G Score An feet J �J 3 \ Ofanage and ueady Easements a.e shown oras: 5J \ l \ L J I—1 \ v i-5 f0I IO \ M1 IL— — —----11 L----�---- `\ (No Scale)\ / �)L \ \ )d: ,N N45-2.-MY \`\"'• raw \ \4 i� h Berry 5 feet in width, unless otherwise indicated. end edjomlng lot line., end f0 feet in width end \ / yip 41 �1IP /;`\\�i. °) dFmin9 right-of-way lines as shown on the PlatV o350° �g'4 pt D /•sk \ \ /'9 BK+- f -l- / ,r:ARG 3fB'W LCL. v i i J u A T N71ej1 / , EacE rc OU/LOT E / ^ \ o5'J p0 � LIXF Cf IFRAM_. \ 2 .p Arl rllT//lA/ n L/LllllVly .\ 1 OVTLOT o ti65 M Westwood Professional Services, Inc. 0 MY Of MEMORANDUM vLrurunouLn TO: Kate Aanenson, Community Development Director 7700 Market Boulevard ` PO Box 147 FROM: Todd Hoffman, Park & Recreation 'l Chanhassen, MN 55317 DATE: June 28, 2013 Administration Phone: 952.227.1100 SUBJ: Preserve at Bluff Creek 5d' Addition Fax: 952.227.1110 Building Inspections Phone: 952.2271180 The following condition of approval is applicable to the Preserve at Bluff Creek 5d' Fax: 952.227.1190 Addition: Engineering Parks and Recreation Department Conditions of Approval Phone: 952.227.1160 Fax: 952.227.1170 1. Park and trail fees in the amount of $87,000 (15 lots x $5,800 per lot) or the Finance fee in effect at the time of final platting shall be paid as per city ordinance Phone: 952.227]140 prior to recording the plat. Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.2271110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us g:\plan\2006 planning cases\06-14 the pre e\park & rec report for 5th addition 6-28-13.doe Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Chanhassen City Council — July 22, 2013 CONSENT AGENDA: Mayor Furlong: I will say too that item number 5 had some, was modified and that has been distributed to the council members and the effect of that modification was generally to take out irrelevant aspects or immaterial aspects of those items. Is there anyone that would like any items, items E, 1 through 8 for separate discussion? Anyone in the chambers? Okay, is there a motion to adopt items E, 1 through 8? Councilwoman Tjornhom moved, Councilman McDonald seconded to approve the following consent agenda items pursuant to the City Manager's recommendations: 1. Approval of Minutes: -City Council Verbatim and Summary Minutes dated June 10, 2013. -City Council Work Session Minutes dated June 10, 2013. -City Council Work Session Minutes dated June 24, 2013 Receive Commission Minutes: -Planning Commission Verbatim and Summary Minutes dated June 18, 2013 -Park and Recreation Commission Verbatim and Summary Minutes dated June 25, 2013 4. Resolution #2013-36: TH 101 GAP Project (Pioneer Trail to CR 61): Approve Resolution of Support and Priority Designation. 5. The Preserve 5th Addition, Chanhassen Residential Development Partners as amended: a. Final Plat Approval. b. Approval of Plans and Specifications and Development Contract. C. Approve Addendum to Development Contract. 6. St. Hubert Catholic Community, 8201 Main Street: Approve Requests for Temporary On -Sale Liquor Licenses, August 17 & 18, September 28, and October 11. 7. Verizon Wireless: Approve Lease Agreement for Downtown Water Tower, 500 West 76'h Street. 8. Resolution #2013-37: Resolution Approving Decertification of Tax Increment District #8. All voted in favor and the motion carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS: Laurie Susla: Hi. My name is Laurie Susla. I live on Dakota Avenue in Chanhassen and I just had a quick question for council. I noticed an item in the agenda for the working session this evening about the road reconstruction funds actually being hundred, I believe it was $171,000 over budget and I was wondering if that was the City portion that was over budget or the, if the citizens were actually slightly over charged for the road construction that was going on this summer. Or did I read that wrong? Todd Gerhardt: Under budget. Laurie Susla: I'm sorry, I misspoke. Under budget. So with the excess funds, are those going to be returned to the folks who paid for the reconstruction? The homeowner part of that. Todd Gerhardt: The homeowners were charged based on bids received. SCANNEC 02010 Westwood Professional Services, Inc. for CITY OF CHANHAggSN RECEIVED JUN 2 7 2013 CHANHASSEN PLANNIN(i0M ucti Sanitary Sewer, and Streets for The Preserve at Chanhassen, Minnesota Prepared for: Water Main, Storm Sewer Vicinity Map R. kID0e0CD p CREE VIEW �O ti LAKE CT. RENAL SANCE Y CT, T. 6. �4nF �4� ��eQ o 4 Lake e2 HER 2 v y HERGN pR F,�.\�t oRpSf-.� w J LAKW •b 35. q F �S 4t DNVECT. j w Qom' N CT J N CT ARCO GE a TR, J v^i ell TER CTS Poi tI Cl\ .\ OE 4� 'FISC O� =HILLS DR. yl VALLEY GSQR THRUS 1 S� - r g RI➢GE ¢ CT. rn PL. F DR. BARBARA > >a CGE �1'LCC ' P� ti a S\ CT. SJ S SJSP T oma. m w z`o <rM a �SSEN 101 LTINE 18 m ON CT LYMAN BLVD. rn 10 15 SITE II I I I I I I 17 II G, T116N R23W I 22 23 II 2 226 I � ql J W W W P'W a a W. C..) (Not to Scale) 17 Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen Residential Development Partners, LLC One Corporate Center III, Suite 300 7300 Metro Blvd Edina, Minnesota 55439-2302 Contact: Todd Baumgartner Phone: (952) 897-1707 Fax: (952) 897-3534 Prepared by: W Westwood Professional Services, Inc. 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651-288-0600 FAX 651-288-0659 �.�_J TOLL FREE 1-888-937-5150 Westwood www.westwoocips.com Project number: 2010-1049 Contact: Francis D. Hagen II, P.E. Phone: 952-906-7483 CONTRACTOR: BURSCHWLLE CONS77?UC77ON RECORD DRAWING 4th ADDITION CONFORMING TO CONSTRUCT70N RECORDS. BY Jerrod McCarty DA 7E 02/15/2013 WESTWOOD PROFESSIONAL SERVICES NO. INDEX REVISION SHEETS SHEET NO. DESCRIPTION CITY REVIEW COMMENTS ALL 1 COVER ADD TEMPORARY TURNAROUND TO END OF DEGLER CIRCLE 2,4,11,16 2 OVERALL PLAN w/LIGHTING & SIGNAGE REVISED END CONSTR. MILLS DR. 2,5,12 3 SANITARY SEWER and WATER MAIN — RIVER ROCK DRIVE NORTH ALL 4 SANITARY SEWER and WATER MAIN — DEGLER CIRCLE CITY REVIEW COMMENTS AND 3RC ADDITION RECORD DRAWINGS 5 SANITARY SEWER and WATER MAIN — MILLS DR. 03/29/12 CITY REVIEW COMMENTS 6 SANITARY SEWER and WATER MAIN — RIVER ROCK DRIVE NORTH (PRIVATE) & DEGLER LANE 7 SANITARY SEWER and WATER MAIN — RIVER ROCK DR. S & JEURISSEN LANE ADD IRRIGATION SERVICE 8 SANITARY SEWER and WATER MAIN — REAR YARD SANITARY SEWER CONNECTION 4TH ADDITION RECORD DRAWINGS 9 SANITARY SEWER and WATER MAIN — WATER MAIN CONNECTION 5TH ADDITION 10 STORM SEWER and STREET CONSTRUCTION PLANS — RIVER ROCK DR. N. IBLOCK NUMBER REVISIONS 11 STORM SEWER and STREET CONSTRUCTION PLANS — DEGLER CIRCLE 12 STORM SEWER and STREET CONSTRUCTION PLANS — MILLS DR. & RIVER ROCK DR. N. (PRIVATE) 13 STORM SEWER and STREET CONSTRUCTION PLANS — DEGLER LANE 14 STORM SEWER and STREET CONSTRUCTION PLANS — RIVER ROCK DR. S & JEURISSEN LANE 15 STORM SEWER and STREET CONSTRUCTION PLANS — BACKYARDS 16 CONSTRUCTION DETAILS & TYPICAL SECTIONS 17 CONSTRUCTION DETAILS 18 CONSTRUCTION DETAILS NO. DATE REVISION SHEETS 1 07/14/10 CITY REVIEW COMMENTS ALL 2 07/28/10 ADD TEMPORARY TURNAROUND TO END OF DEGLER CIRCLE 2,4,11,16 3 09/01/10 REVISED END CONSTR. MILLS DR. 2,5,12 4 01/30/12 CITY REVIEW COMMENTS ALL 5 03/20/12 CITY REVIEW COMMENTS AND 3RC ADDITION RECORD DRAWINGS 1,2,4-8,11-13, 15,16,18 6 03/29/12 CITY REVIEW COMMENTS 1,2,4,8,11,15 7 04/05/12 CITY REVIEW COMMENTS 1,8 8 04/25/12 ADD IRRIGATION SERVICE 1,4 9 02/15/13 4TH ADDITION RECORD DRAWINGS 1,2,4,11,13,15-18 10 03/15/13 5TH ADDITION ALL 11 1 06/21/13 IBLOCK NUMBER REVISIONS ALL City Project # 10-xx Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets for The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota Date, 05/26/10 Sheet: 1 of 18 m www�%.� x2010 Westwood Professional Services, Inc. E 905 :M 6th ADDITION 5th ADDIT101V 3rd ADDITION River Rock Drive North EXIST/NG 2nd ADDITION Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: DENOTES SANITARY SEWER SERVICE INVERT ® END OF STUB WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER 0' 50' 100' 150' Westwood Professional Services, Inc. I hereby certify that this plan was Prepared by me or under my at Bluff Creek Sanitary Sewer W 1212 Red Fox Rd. direct supervision and that I am a duly licensed PROFMIONAL DOWN& FDH Q Prepared for: Arden Hills, MN 55112 ENC;AIEI'.R under the Inws of the State of M+nn'°'+' 01 /10/10 City Review Comments Chanhassen Residential Development Partners LLC 3rd 4th 5th 01/30/12 City Review Comments CblClo6d: PI)ii Q , , and Water Main PHONE 651-268.0600//� 03/15/13 5th Addition ^^-- FAX 651-268-0659 `� / 06/21/13 Block Number Revisions Drawn: CM One Corporate Center lll, .Suite 300 & 6th Additions Construction Plans TOLL FREE 1-868.937-5150 Francis D. Hagen 11, P.13 isa Drew by/date 7300 Metro Blvd. www.westwoodps.com De1c Lloenee xa Iftstwood 06/21/13 17716 Edina, Minnesota 55439-2302 Chanhassen, Minnesota River Rock Drive North 6t A O h. DDITI. N 1 Jr h t l ADD 770N 1 3rd 1 EXISTING 2nd ADDITION .... . 1: . .: .... ........... ..... ... ::.I.:Ap DITlO . ..... ..... I .. 1 1 1 - FINISHED C/L. GRADE 1 1111.. 1 .............. ... ........ C./L .SUBGRADE..... 1..: 1111 1....................... .:.. 1111 . ..... ........ 1 ... � 1 6th ADDITION . . . .. . .... -.. . STA. 17+90 . . . . . . ... .. REMOVE. PLUG A CONNECT.:...... .... .. .111..1..... ..1.:. j ......... . ......... 5th ...STA. ADDITION 1..... . - : ...... ....... ..... ....... ... .............. .. 935 ........................ 1111.. 1111 .1111 ..... .... TO: EX.. WA.TERMA]N W/$ - 00Y. . 1 1 1 1 ... . .. 1b+08...... „ 86 -8 PVC C90a -- - .... '- ... 1. REMOVE:PLUG:& CONNECT 1 WATERMAIN: ' -' -- FINISHED a L;GRADE:: .::::: / 1:111... ... 1 ...... . ... . „ TO .EX.. WATERMAIN W 8 . G.V. 1 ..1: Z.5%lo[IIV CDVER.. 1 „-�..... I I EX.. 8 ........::... ......... .. ........ .. . C C SUBGRADE... ..../1111. 1111. WATER MAIN . 1930 . 7 5. MIN . COVER .1111.. 1111 ........ 1111. / / 1 .1.1.1.1... 1: 1111... 1'-. / ....... ADD120:. ...... :.........:.... :... 1:111... .. 1111 1111.: - 282 " PVC 0900::. s� 1...::... STA .... .. .. .. :.. 1 ... ...... A. I��I WA. AIN : 1 LUG 8e CO c REMOVE P NNEq T MH32A STA.17+48 MIN... COVER 1 1 : TO EX WATERMAIN w/8 G.V. �. -. - _ ... 925 _. ...... ..... .................:... .._ ..� 1111 ..... 1111 ........ ... 1 .. RE ;-920.17 1111 _ IE.: 907.15: /: 1. :. STA.A15+08 X. $ PVC SDR. 3 5 ®�0.&19d .. . -- : 1111. :. �. -8" PVC:C900::::: :::.::::: 1 _ - IE 907A5 - - 1 1 1 1 1 END WATERMAIN I MH - 6. ...... ... _ _ .... 1111. 1111... WATERMAIN: 1111 ... .. .......:. ..... -1111... .. 1. ... ... .. 1 INSTALL PLUG 1 .. ....... .... .... _ . .. 1111 ....1111 ........: 7.5 MIN. COVE MH -31 1 . 5th: ADb[T10N .. .. 1::: 1 .111 1 EEA=924.89 .: 920 : STA.18+00 : STA. 17+90 ... 1111 .... 1111. . 1..:.:.:.. L. _... 1111_. _1111 __ :1111 ......... 1111. .... ........ ........ .............1..... pq• 1111 RE -916.53:. ��.... .. 1 ...... END WATERMAIN ... .. ........ �9•: 1 ... I . .... .... .. ....... ....:..... _. ® 1111. IE.. 903:50.. ...... INSTALL .P.LUG ....... .... ...... 66 .. ® 1.:: ... .. . 1: ....... 1111. ::1111. .. pR.... ......... ......... 5...... .1..:.... ......... 111:1..::. MH -32.:.....1-:1111 y5 1. ..... ... ....... 1111. 1111. .. vC .. - :. •.P....... 1. STAa5+30 _ RE I. 1 .. . 6e. Z 1.. c�0; .. -934.00 . _ , ..: IE.:...... 0:...... U ... 1 ... 915 1111..... ....... _ ....._... 1111....._ ........ 1...:11.1....... ....... ......... ......... ......... ................... 1 1 ........: _.............. . ....... C' 1 1 .............. .: 1. 1 .... ....... . .. 1 ...............: 1111. 1� ti.........:.... 1.: .. 1111. 1. ..... .... .. .. ..... .. .. 1111 1 :: 1 ..... ..... MH_ 29... STA.20.+7a 1 11:11. .. ... .. . 910 .... ....._.. ..111_1. ...._............ RE .:_905:88 1111... _1111.. ....... ....... ............ ....... .......... 1....... ............. ....... _.. ....... ... .........I........ .....:.�.......... ......... ... .... ......... .. .......... ... .... ...... .......... ............... ..... ......... ...._....... ............... ..... .... IE =892.501 1 1: - ...... . IE =876.24. 1 1111: 1: 1 ... ..... IE=87.6.14:..:.. .. MPro' : #:10-xx 905 22 21 20 19 18 17 16 15 14 13 12 11 10 9 Latest Revision Date: 06/21/13 The Preserve Date: 05/26/10 20101049UTFOI.DWG Sheet 3 of 18 Westwood Professional Services, Inc. I hereby certify that this plan was Prepared by me or under my at Bluff Creek Sanitary Sewer W 1212 Red Fox Rd. direct supervision and that I am a duly licensed PROFMIONAL DOWN& FDH Q Prepared for: Arden Hills, MN 55112 ENC;AIEI'.R under the Inws of the State of M+nn'°'+' 01 /10/10 City Review Comments Chanhassen Residential Development Partners LLC 3rd 4th 5th 01/30/12 City Review Comments CblClo6d: PI)ii Q , , and Water Main PHONE 651-268.0600//� 03/15/13 5th Addition ^^-- FAX 651-268-0659 `� / 06/21/13 Block Number Revisions Drawn: CM One Corporate Center lll, .Suite 300 & 6th Additions Construction Plans TOLL FREE 1-868.937-5150 Francis D. Hagen 11, P.13 isa Drew by/date 7300 Metro Blvd. www.westwoodps.com De1c Lloenee xa Iftstwood 06/21/13 17716 Edina, Minnesota 55439-2302 Chanhassen, Minnesota River Rock Drive North ®2010 Westwood Professional Services, Inc. N I 9 1 10 ti- \2 911.9 n � a \\\WYE=0+12 \\ \\ 29.2'' 1 906.6 \\ \ 2 \ 1 \ 2 \ \ x\ WYE=3+27 \ \INSULATE BET EN \ 374'' \ % \ \ STORM & W.M / \ 903.5 \ \\ 3 \ \\44.1 44.8" ± ~� / \ I \\ \ WYE=2+67 \ 84.1' 44.4'\ \� MHy IA)/ �� 901.4 \\ \\"\ Y4 a�END 1 \ WYE=2+03 \ \ \ \ ki i \ L r 899.3 \\ \\ 5 \\ `\64 2' n \ WYE=1+447 - \\ \\ 84.6'\ \> 895.5 \\\ \ V\\\ \238'/„ y\ 1 WYE=0+73 \\\\ 81.8'\ \ \\ a / \ _ x-22 1/2° BE \ 10' (TYP.)\ \ i ( C \ \\ 6 \\ I 9 4 � , HYD. \ \ \ 171.4' X45' _ i r W/AUX. VAL 9'-6" DIP \ \ 18"x6" TEE \ WYE=3+51 }/ \ ND. EL '90 \ \ 4 4 \ \ 904.9 \ 145l1LA E BETWEEN \\ \\ 901.8 \ WYE=2+9Y 4TORM\ 'W.M. \ \ 899.0 WYE=1+69 vv z vv \\ i DRAINAGE 8e UTILITY 894.7 YE 1+11 ^ \ \ EASEMENT \ \ I WYE=0+56 \ i / \ \\ \\ \\ \\ \\ J Ca \ 4 \ \ % fS11 T " 5 ------------� 917.0 E 920.8 L FW I WYE=1+16 6" PVC SANITARY F Q! I I SERVICE (TYP.) 9 ' 189.8' ' 4 I 37.0' 62.0'1 1/ \ 448'1 MH -10 1 � L, cn I r ' I 1 COPPER SERVICE � MH-10Afr f \ // L \ / J L w/CURB STOP (TYP.),�' ■ �� I1 1 %_ 5th-ADD177W - —_� 6 la � s s —�L --T I I I HYD. _ - - -6481 U- W/AUX. DIP I I I I I I - 1�/ AUX. VALVE` I I F I 8" G.V. 8" DIP PLUG $"xs" TEE 6RND. EL.=91.0 2 1 3 I 4 ! j TL-------- - —� 917.5 I I � 924.2 i i 927.3 �_ ------------- 921.1 �WYE=1+77 I WYE=2+30 I WYE=0+64 ;WYE=1+22 22' RISER l I 2' RISER I 112 I I I I I I I ! I I CONTRACTOR: BURSCHALE CONS7RUC77ON RECORD DRAWING 39D ADDI 70N CONFORMING TO CONS7RUC710N RECORDS BY Jerrod McCarty DA 7E 03/20/2012 WESTWOOD PROFESSIONAL SERVICES Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER O� n' sn' 1 nn' 1 gin' GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT ® END OF STUB WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. CONTRACTOR: BURSCHALE CONS7RUC77ON RECORD DRAWING 39D ADDI 70N CONFORMING TO CONS7RUC710N RECORDS BY Jerrod McCarty DA 7E 03/20/2012 WESTWOOD PROFESSIONAL SERVICES Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER O� n' sn' 1 nn' 1 gin' 02010 Westwood Professional Services, Inc. e ., :: River Rock Drive South DRAINAGE & UTILITY EASEMENT 8"-11 1/40 BEND MH -34 I – •■aar/Z■■i���� i1l41;SZEI109ausIatango Ni�sre 6th ADDITION 895.2 I I I I i 2 I I �'OII 897.0 3 II I i 905.3 908.8 WYE=0+56 i ;WYE=1+15 I 901.0 IE=I WYE=2+35 i I WYE=2+95 I I IWY1+75 I I I I I I I l l DRAINAGE & UTILITY 10' ( 6" PVC ANITARY EASEMENT (TYP.) I I I I SERVICE (TYP.) ! I I I I I I II II II I 1 7 HYD._ _. F --'----i I W/AUX. I W 11 9'-6" DI I 8"x6" TE 1" COPPER SERVICE GRND. E 03.40 1 � w/CURB STOP (TYP.) 894.5 I 897.6 I W/AUX. VALVE 9'-6" DIP 8"-900 BEND 8"x6" REDUCER GRND. EL.=918.0 WYE=0+71 ji j WYE=1+31 k OUTLOT M 2 II / L ---- J - MH -35 �) I Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT ® END OF STUB WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER TRACER WIRE SHALL TERMINATE IN SNAKE PIT TRACER WIRE BOXES W westwood Professional Services, Inc. I hereby certify that thla plan was prepared by me or under my Revhdom >z Prepared for: LatBluff Creek Sanitary Sewer 1212 Red Fox Rd. direct supervision and that I am a duly licensed PROFESSIONAL polgne&* FM Arden Hills, MN 55112 ENGINM under the laws of the State of Minnesota. 07/14/10 City Review Comments Chanhassen Residential Development Partners, LLCd, 4th, 5th and Water Main 01/30/12 City Review Comments Owdoe� PDH nPHONE 651-26&0600 �,f 03/20/12 City Review Comments and 3rd Addition Record Drawings��}/�FAX 651-266-0659 --- '� 06/21/13 Block Number Revisions Dnwm CWG One Corporate Center III, Shiite 300 th AdditionsConstruction Plans TOLL FREE 1-66&937-5150 Francis D. Hagen II, P.g datc 7300 Metro Blvd.Westwood 06/21/13 17716 a■�a �� Edina Minnesota 55439-2302 Jeurissen Lane www.westwoodps.com Date: Ltcenae No. anhassen, Minnesota River Rock Drive S. & ®2010 Westwood Professional Services, Inc. D \ s -21 \ a s ' y f MH -20 \\ 4 5 \\o \\\ J w MH -22 ff. JJ r J / �ors+r �0, Rear Yard Sanitary Sewer Connection 1 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT ® END OF STUB WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER TRACER WIRE SHALL TERMINATE IN SNAKE PIT TRACER WIRE BOXES 410 0' 50' 100' 150 ©2010 Westwood Professional Services, Inc. of _ I I 0— 0 FOOj !t!IGHWAY FASFMEN7 -- - i � I CONNECT TO EX. 18" DIP WATER MAIN 18" BUTTERFLY VALVE c.sA.H. No. 18 (Lyman Blvd.) -- _.- _-----_ _- - 18 DIP PLUG 18"x8"TEE-- as as SEE SJ-IEET 6 V v_ CD w 5A _ v 1 i li��,ly-1-------------- —1 ------------- -1 \-18" BUTTERFLY VALVE 6th ADDITION HYD. - - ------ - --- r----� 161h -AE it it II II 2 3 J II II If II 5 I 'C II II i EJB I�i I I I I 6B II 11 II it Water Main Connection W/AUX. VALVE an I • i GRND. EL.=885.5 I 6 ! i, OUTLOT w� • • :E • AN • • WN 51 IN In r • (Lyman Blvd.) -- _.- _-----_ _- - 18 DIP PLUG 18"x8"TEE-- as as SEE SJ-IEET 6 V v_ CD w 5A _ v 1 i li��,ly-1-------------- —1 ------------- -1 \-18" BUTTERFLY VALVE 6th ADDITION HYD. - - ------ - --- r----� 161h -AE it it II II 2 3 J II II If II 5 I 'C II II i EJB I�i I I I I 6B II 11 II it Water Main Connection Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT ® END OF STUB WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER 0' 50' 100' 150' mod Professional Services, In< I hereby certify that this plan was prepared by raw or under my at Bluff Creek Sanitary Sewer W 1212 Red Fox Rd. direct supervision and that I am a duly licensed PROFESSIONAL RGvlslOes< Designs&. FDH 11 for: /Wen Hill; MN 55112 ,.>� "�� 07/14/10 City Review comments FDH II n Residential Development Partners, LLC 3rd, 4th, 5th and Water Main 01 /30/13 City Review Comments PHONE 651-2884" 03/15/13 5th Addition O Corporate s s Construction Plans FAX 651-286-0659 � / 7 06/21/13 Block Number Revisions Drawn: CWG One COI'POrate Center III, $12hte .� & 6th Additions TOLL FREE 1$68-937-5150 Francis D. Hagen II, PR 73M Metro Blvd W stwood www.�woodps.� D..06/21/13 License No. 17716 record Dc..vlog b ia.ee gra, Minnesota 55439-2302 Chanhassen, Minnesota Water Main Connection W/AUX. VALVE 7'-6" DIP I 18"x6" TEE i GRND. EL.=885.5 I 6 ! i, OUTLOT Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT ® END OF STUB WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER 0' 50' 100' 150' mod Professional Services, In< I hereby certify that this plan was prepared by raw or under my at Bluff Creek Sanitary Sewer W 1212 Red Fox Rd. direct supervision and that I am a duly licensed PROFESSIONAL RGvlslOes< Designs&. FDH 11 for: /Wen Hill; MN 55112 ,.>� "�� 07/14/10 City Review comments FDH II n Residential Development Partners, LLC 3rd, 4th, 5th and Water Main 01 /30/13 City Review Comments PHONE 651-2884" 03/15/13 5th Addition O Corporate s s Construction Plans FAX 651-286-0659 � / 7 06/21/13 Block Number Revisions Drawn: CWG One COI'POrate Center III, $12hte .� & 6th Additions TOLL FREE 1$68-937-5150 Francis D. Hagen II, PR 73M Metro Blvd W stwood www.�woodps.� D..06/21/13 License No. 17716 record Dc..vlog b ia.ee gra, Minnesota 55439-2302 Chanhassen, Minnesota Water Main Connection ®2010 Westwood Professional Services, Inc. 6th ADDITIONEXISTING 5th ADDITION 3rd ADDITION 2nd ADDITION -- -' NOTE:- COMPACTIO EFFORTS INS( I - - - - -- -- i YARD AREA $HALL MEETCS CB -84 I i ( i I CB -65 O - I (CALLED FO DER STREE ' I I I: I I � ( ( ( ( CN � I I I � I 1! f 1 CBMH-2131 I I I 10 i" i 2 ii `? �� 4 i W 1 11 0 i+' i! 11 I I I I (( 1 1 I I 1 i I 11 w II it I! (( a I I `nth ADDITION I I& INSTALL N I CB -214 I I I I I l i I I I 3rd ADDITI 5' CONCRETE \ SUR 'OUNTABLE I I I STA. 14+95 ( ( BARRICADES I ( Q ( i I I" CU & GUTTER I ( I I I STA. 13+87, 4 SIDEWALK (TYP.) \t_ _� PBq%ll4_j L-- J L I ! I I ( (ONISTRUCTIOTM I ADJUST G.V.I I BEGIN STRF, TI - - L STMH-621 CBMH-6j - _ - N N I ( ') 1 CONSTRUC ,I 1 I I i ° I _ SII CBMH-83 �° 1 STMH-80 t - �0a � 6�� Q i im � 6 CBMH-82 8. u - �- �— (} 9 L o o i- - V FURNISH N ryti # s� aka �65I ti D i &INSTALL # \o •y9 �- :__° BARRICADES 5th ADDITION ti . .... _ _ _ _ _ 6t_ l k6DITION - 11 ADJUST M I h F-- - - % i STi4 117+85 I I STA. 17+8� r _ - / I - END STREET I I I 3rd ADDITION B N STREET ( ( CONSTRUCTION ( CBMH-631 1(TYP.) I I ( j STA. 14+95 I o0 CQ STRUCTIDN ( (PED. RAMP T I I 1 ( ( 20' R. �TYP.) I END STREET d I l I(TYP.) I w I I I I I CONSTRUCTION DRAINAGE �c UTILITY I I ) t---------- • I I y \ r-- (( ( _ -- MH -611 I I EASEMENT i i I I 1 1 1 1 1 1 ( I i olw 11 I I I I I I I L: --------- 1 1 1 I 1- \ -------- N CBMH-79 I V ( I \ �_ I I , 4 1 1- w - 1 1 2 1 1 3 1 4r —, L. Lj Ld r-ftl 6A 5 _JltLl-- ------- `m I L----� 4 1 / D Ae / Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: RADIUS TO BE 8618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB * DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 IN ROADWAY MIN. 9" CLASS 5 UNDER C & G HOLES TO BE PRE-CUT IN ALL STORM STRUCTURES THAT HAVE DRAINTILE INLETS. CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY CITY. 55.90 - 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATION AND DETAIL PLATES, SEE SHEET 11 & 12. CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. e2006 Westwood Professional Services, Inc. \ . Ot � �. BMS. • 2.3 Be ✓ ' REMOV / TEMPORA 3 TURNAROU \ -STMH-62 \\\ 61 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 Aii�. 8.07( JI V /1V V111 V1Y " STA. 1+51 \ GENERAL NOTES: J J ' BEGIN STREET RADIUS TO BE 8618 C & G F m` .. t} 19• '5tN ADDITION G� / \ \\ ! / - g 5� CONSTRUCTION NTH TH 10' TRANSITION FROM STA,' 9+45 ` �r \ l J` _ _ SURMOUNTABLE CURB BEGIN STREET AT INTERSECTIONS CbNSTRUCTIONr� r \> 60 ` 1! l w CBMH-132A' / _ + DENOTES GUTTERLINE ELEVATION / / \ - , ! PROFII.B 1s B B l 4'�. / L / /^\ \ (-CBMH-201 / s Q ALL RCP SHALL BE CLASS 5 IN /! \ PED. RAMP < /r / V \ s �� C 2Q2 1 ROADWAY \(TYP.) .`,�'lJ� : , \ /rr CB -220 r �` ti" I _ ` Jl MIN. 9" CLASS 5 UNDER C & G \\\\ / 4tJarADDITION <F\'ES-221 jf j SEE SHEET 1� yey 1.e0% j '- - - HOLES TO BE PRE-CUT IN ALL STA. 9+45 i' p .1 \ j j ! / Q STORM STRUCTURES THAT HAVE 6A4\ \\,\ ••',� LEND STREET r ° \ \\ 1 j ! l tiO s / v DRAINTILE INLETS. 4 �� s \ CtONSTRUCTIyi rr j j 2 / ( -7 e SURMOUNTABLE • CURB INLET SEDIMENT FILTERS SHALL \\\\� C // ^` �\�j j JI I /l ! I ! II /i/3 Or e % CURB & GUTTERS BE INSTALLED IMMEDIATELY AFTER / /H-r5� I \ / 1 3 / l 1 / CBMH- 5 .6 - CURB IS COMPLETE. THEY SHALL PED RAMP /( / CB-yS�` / 1 / I / / 1 1 I ! r STMH-203 , s BBE EENASTABILZDEUNTIL THE D AND THEN SITE �( / 4 / / DRAINAGE &UTILITY; /� �/ / // / -1 l ! 1 /l 5 r / / / EASEMENT L / ' BE REMOVED. PER CITY DETAIL l ! / 1 ! l PLATE NO. 5302 \\\\ 20' R. (TYP.) 13.8 ADJUST G.V. ! I / /NOTE: 7 1(-�� CB -21-6 1 / / `•' /�\\\ \ \ (TYP.) ( COMPACTIQ & ORTS INSID I- 3%• 1 / Q r ALL SIGNAGE TO BE FURNISHED AND n \ \ 4378 / 6 ! / / 1 D 1 \ \ L / YARD AR SHALL MEET PECS _ ( ( !y \ \ INSTALLED BY CITY. CALLED F UNDER STIR S. �T� Nl \ PROFELE 18 ( / / / 44 D / CBMH-21 / " / 55.90 = 1055.90 ♦ ' CBMH-57 I l / 1 E .. SEE DETAIL E\\\\\ /d \ 1 1 5 1 1 D/�j� HET . ALL DISTURBED AREAS SHALL BE C i / J 1 4 ! i ?5 CBMH- \\ / I ' SEEDED AND MULCHED WITH IN �I. �o / / ! CBMH-2156 CBMH-56 1 , 1 r ! rj l 1 /1 1 / ,' ••'CB -217 \ v 48 HOURS TO MINIMIZE EROSION �,� / i j 4" DRAINTILE/ 2 / `' PROFILE 16A ALL UTILITY WORK SHALL BE IN / SEE DETAIL/ / ! 14th ADDITION 1� ACCORDANCE WITH THE CITY'S LATEST �<v PEED CB --54- -1 L 1 / (ADJUST M.H. )STA. 2+21 /� STANDARD SPECIFICATION AND DETAIL % /'f2AMP \ L_ I / (TYP) J /BEGIN STREET .• f \ \ PLATES, SEE SHEET 11 & 12. -5i• L / ! / CONSTRUCTION STREET \\ sss+ 9 - lr. / 1 PROFRE 1b \\` CASTING NOTE: \LIGHT �. ' \\\\ CB -58 \\ /'� 3 -.� -.l 1 CBMH-218 /^\\\ 4 ALL CATCH BASIN CASTINGS IN CURB / 1 s a m \ \ SHALL BE SUMPED 0.15 FEET AND / 5\ \\ C /} ry 1 1_' CBMH-52 n mom_ Cg 19 / \ \\ j MANHOLE CASTINGS IN PAVED AREAS V "e+h 1 1 SHALL BE SUMPED 0.05 FEET. RIM / N 1 i /� y 3rd ADDITION, \ Q/ 5 CONCRETE 1 / STA. 2+21 \ v / ' ELEVATIONS ON PLAN PROFILES SIDEWALK ( 1 tn/ _ r^\ \\ END STREET \\\\// REFLECT THE SUMPED ELEVATIONS. 1- \\ \CONSTRUCTION \\\\ II 11 / n CONTRACTOR. CONSTRUCTION / 03L 3 / /SURMOUNTAE 1 / \ \\ / RECORD DRAW/NG 4TH ADDITION / CURB & GU R ! 1 \ \\ \ CONFORMING TO CONS7RUC710N RECORDS �$ J 1 /1 1 1 1 I I I I \ \ \/ BY Jerrod McCarty DATE 02/15/13 L_ e I 1 5 1/ ` �` waii O PRopessioRAL SERVICES �` 1/1 4 t / 1/1 6� i /� Degler Circle ---j 1 / ! J J `, ��.. 01 50' 100' 150' . N - - 0. . . . . . . 0 _ _ 00 O � . : 00 : - - - t0 . . . . •n . . . . 0 - - - 1n 0 •f) 00 M d3 - - - - - lD ro et 0 . . . . - . OY . . . . . . �: . 01: N 1n _ . . . [ � : : : 00 : : t7 : tT) M IN - . . . . 0 N - 1n n . . . . . 0 tD - N co 0 : n 0 O - . n. - 0. . 0: - . NI. : . . . . 0 : [ .: 00 LL0 N : - O [ : a) - ^ ^ - -LID - d: ,� - M] - - 1 M N CV N M M - N[ - M[ - . In: . Lfi . h[ . - O - O 0 - - - 0 - 0 0 - 0 - O O O - O O .: .. 0 O .O: 0: .0: . . -O: . . . . 0 _ _ 0 0 0 0 - 0 0 . - 0 : : : : : 0 0 : : : 0 0 0 0 0 0 _ : : 0 : : : : : Ch : 0 : : : 0 . .. 0 0 . 0: 0' 0): .. ' ........ O[ I- �... 1. M 90' VC : . . PVI STA.= 6+50 - 1 930 5th ADDITION a _ 7. := 90 4thAD�ITION:... 3rd ADDITION. s2o .-140 VC-- ,...PVI.:STA .....+50....:..P.VI..ELE. ........8.50. .....- . .. _._.... .... .. ,n. _:. U)LOPVI ELEV _ 912.27 A.D; = 2.27 .... - . - - ... ... ......... .. :H.P. ELEV .921.94 rn .. - ... :. . 1. rn _ FINISHED: C/L GRADE: ...... j A.D.. 2.36.. .... K. - 39:65 : . . . :.........:... .... .::........:: rn In.. o .. 1 H.P. STA =.9+60.53 + C L .. .. .. n aa.....:.........to ... ...... q^::::K:=:38.11 :: 99": Oil �.:SUBGRADE ...... .. .. ..... .... .. .. ....... .... PVI STA -= : 9+25 .. " am +. �.II... .. o... .. 1 0 . . . . . . . . . . . . . .N 0) PVI - ELEV _ .923.00. .. .. . .....:.........0) .... - ..: - w~ Ii N ... .. - L.P. ELEV902.62 ... H.P: ELEV =: 903.:10... .. ... . . + 1 A.D. 8.1.3. - w> o.� PVI STA 3+W 1 925 rn -. -. .. - . a. o'n 0.... .. .. - L.P." STA.= 1+40.05: H.P.: STA = 0+27:84 915 ..11....- 1...... �. II DDI I q K..= 17;21.... _moo ... �. .......... ..........0 ..... ............. ...:P.VI:.ELEV :- :904.00.:.:.:.. 1.. 5th .A ..TON- ro rn+ .. +- - . .........� ...... PVI STA...T 1+45- .' PVI. STA =.0+25 ......:::. . ... > II :. .1.:. - . .. tn.. IP.... ..... .. .. A D: T ... ... 1 ..... . w ¢..STA.: 9+55 w rn +. - .... Il = .... . PVI ELEV = 902.47 VI - U) � P ELEV = 903.19:. :..: w �... .. II IZ 119.42.... . w �.. CONNECT TO w o .. 1- :::: ao.... - - y 11 j: ll:.. o:. _ = _ ... ... 0 ..... w . .............. +..:.. :. .. .. ..... ...:::260': VC.....::.....::..::::::::: _ EX ST' SWR. v ry .. .. ..... ........ > II........ �> w 1 .: KD :68:93 >S w0....... wd.... H .. r a a.....: 1::: - . - ... - >.... - - wa ...::... - . so': VC :. .. D 60 1.3 LOW POINT ELEV 902.71 II � Ln . W§, .. .. O rn ... ro ..... � A 90'' V6 w a 920 > .. ....... ........ ......... . ..... .................: �..: ....... � ..... .......:. w >.............:.:... 1a � _ .... .r.. .. � o. _.. LOW .=.:0+52,63................:........ 91 O ...... 1. ......� r%� 0 1 .. M o:::::..o PVI STA 1+55.. ........ .. . - _�---1^'- R .e. 8 II . 0) M - . 1 - - :O at- .0 0: - . Lr) 00 0 p O. .N N EL 1.: ..... ...... ...... ... o ..... ++ a:.: ELEV 901 ...... .. ... ¢ ®� " w H II Il H o O rn VI'A.O:�= 7.04.8 70 15 RCP ?¢ �S 1- MH -57 .. .'t - C : .R ):50X: .. ° > 9 .. l . j II > Il j F:. II K 3'6:91 CL. 5 1:::: ... TA:7+ 7..:..1- L.. S, .CpM. X 4....: 1 Lij w v :.. :::� >:::: w C) mow. 915 ®0. n .z A. . . . Ld > >" ...........t.t 4.. ...... U v. �.: .. 905 ......... .. , .. . .. .. ...... ..... .... ... ....... E..-4„+r911:%FO.. 33��� to 13-- ,., cam.. Q...> .>.. :. .. .. ..:::: ; : E =996 907.100 CBMH-56 1 to m.... STMH=:62::...... �:... - STA.6+82 1 .. :: - ...... . STA:10+87 11' R.......107--15 RCP' CL' 5... - . ..... .: .7 -0. =0:75 1 : CBMH-59 �.. .. RE -999@909,23 ... _ ....... 1 .. �:.. - .. ..... . PROFILE 1 .........:.........: RE. =920.64... . CBMH-61.: 0. 0.35% ........ 1 .... .. 66 .. �... .... .... .. . IE =914.29:.. STA.10+62.... 1 : STA 8+85 I.....IE. =99rfi? 905:43::::: 1 59'918 RCP.. CBMH-53 .... 1 .: .. . 5 E =9fi991 ..1: - _ �� . y : " ® STA 5+56 . .. . .. 14:20.... I -943 59913. B R 910 ..... IE 9. C CBMH:-54 "� 1.g ::.: RE =996sr2906.56 : ... ...... . _. _...:.. _ .......:... .. .:.: p _.... 900 1 'T..... _STA<6+1.6.: fi.._._-- ............ _ 4 1 ......:. .....CL. ..... - 1E':=9A4':�P902:31................. --.. _.�-- � - - CBAAO.b3�" 1.: I... .. RE: =997.44 07.48:. .... = 4th ADDITION - - - B RCP " 0. 1.: I .......:..... IE =963.449 3.28 CBMH-218==x$97 6 25. -15 : RCP. CL. -5 .0 35% STA. 9+55 ...... 99, 54 I ...... ......... ......... ..1....... ......... ......... ....... 1 88'_ '66'-21" ... ....... ...... L :. END ST.: SWR...... L . . 85'•- 1 CID .......:..... ...:. = ( CL; 5R IS CL. RC INSTALL. PLUG.. - 1 ?CL: 15 R I STA.2+76. 898.43 11 j =?.OgX CBMH-215A ®g-gg3Tr 1 5 905 iE 913.83 ..... ®99Sfr ..... ..:.:.:.: 895 _ ..... .... ........... ....... . .... .. .. ..... ............. ......... ... ..................................I --.. ........ ....... .__.... �.j .. CBM#+ -215.:: , .... - _ I ....1/SEA:1+4^02.11 STA.0+55::: . T _ - - 1. .:. t . �E: -$96r?r$96.34RE 9AF 44 9> ...... . nth ADDTI'ION 1 _ STMH 203 PROFILE 25 sTA 1+736... :. - IE. =89rr9 95.85STA. CB.58...... ...... .... .... ........ ... ....... ....... ....... IE._&3896 - 3 27 4th .ADDITION ... :.. CBMH-57 .. RE =9A� X13.9 2.19 3 - $ CB . STA.7+37 " C _ _ _ 0+13 .1 RE 993902: BMH 54. _ R CBMH 132A " IE 89Fr� $96:87 Cp RE -.,zre 9v948.59 :..... ... ......... ....... . .: RE - IE : 8{3Cr69- 8 6.4? 38' 18 :RC.P : " _ -93�t911.44.... .CL STA.1+51 . ..... - .......... IE =^907.14... - =896-48 6.39. CL. 5 ®6#9'>i<0.?4X" IE - ¢,s S ..RE -983.'5_03.46. - . 890 895+ 895:76 CB .219 _.. IE .. ......... ...._.. 11E..* 9449914:56.. ..... ,....... ... IE - _ ..... ......i ..... . 900... __._. "STA 2+76.' 30 18 . RCP 895:69" � 20 ... i ' L.. _ PROFILE 18 . -. CB 55 RE =X88902.82 CL. 5 ®:9c569b 017X ::::. :: CBMH-201 $�36-44.8901.9. .. ......... 2 .......... 25 ... .. 5 ®}� CBMH 59 15 RCP CL.- 5 =^�,o oe 945.44........ FES -221 .. ... ..... .... 4th ADDITIOhI .... 130 -t5.. RCP CL. 5 ®e-8'1` RE 9eS X4908.31 IE=89$re8 $98.81 1.041' IE =98-i 04.63 CBMH "215A STA.0+53 +� CBMH�218:.... .... - C6=217 IE =^1913.61 ..... .... D•99t:. ... RE :=9H2-14902.08. 913.76... STA:1 +40 PROFILE :19 PROFILE 17 " RCP _ IE =89 .62:897.36 Ei Pro # 10-xx 33.' 12": RCP CL: 5 0 27_ i5: RCP CL. :::: 23-15 RE -99 95902.00 _ >1y.... jest .. . 895 4th ADDMON 4th ADDPI•ION .:: .. .. CL. 5 ® Si 5.57% iE =Eg 3+ IE: -89 :894.66 2 885 1:4� 66% 11 10 9 8 7 6 5 4 3 2 PROFILE 16A 1 0 1 Latest Revision Date: 06/21/13 3rd ADDITION 20101049STF02.DwG The Preserve Date: 05/26/10 Sheet 11 OF 18 W Westwood Professional Services, Inc. I hereby certify that this plea was prepared by me or wider my Rem Prepared for. at Bluff f Creek Storm Sewer 1212 Red Fox Rd. direct supervision end that I am a duly lianaed PROFESSIONAL D Arden Hills, MN 55112 ENGINEER under the laws of the State of Minnesota 07/14/10 City Review Comments 03/15/13 5th Addition Chanhassen Residential Development Partners, LLC 3rd, 4th, 5th and Street 07/28/10 Add Temporary Tumground to End of Dealer Circle 06/21/13 Black Number Revisions �: iRa'i II PHONE 651.288-0600 r/,/ 11 01/30/12 City Review Comments�7! �1 Construction Plans FAX 651-288-0659 ` l* J -Il 03/20/12 City Review Comments and 3rd Addition Record Drawings Drawn: CWG One Corporate Center III, Suite 300 & 6th Addi Bons TOLL FREE 1.888-937.5150 Francis D. Hagen 1.1, PR 03/29/12 City Review Comments 7300 Metro Blvd. Wei.-��J 06�21�13 M6 09/15A3 4th Add Racmd Dwns Record Pmft br/�: 1 a Westwood www.we:cwoadp:.rom Date t iten.e N0. , Minnesota 55439-2302 Chanhassen, Minnesota Delger Circle 02010 Westwood Professional Services, Inc. CONTRACTOR: BURSCHVILLE CONSTRUCTION I i I I I CB -81 FROFUZ 9 l Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: • RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB * DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS • ALL RCP SHALL BE CLASS 5 IN ROADWAY • MIN. 9" CLASS 5 UNDER C & G HOLES TO BE PRE—CUT IN ALL STORM STRUCTURES THAT HAVE DRAINTILE INLETS. CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 • ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY CITY. 55.90 = 1055.90 • ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION • ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATION AND DETAIL PLATES, SEE SHEET 11 & 12. CASTING NOTE: ALL CATCH BASIIJ CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. W Westwood Professional Services, Inc. 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651-286-0600 FAX 651-268-0659 TOLL FREE 14888-937-5150 wftaawnwaa www.westwoodps.com I hereby certify that thio plan was prepared by one or under my direct supervision end that I am a duly licensed PROFESSIONAL ENGINEIDt under the la�%%�e��//JJof the State or wA;.•.�. FrancisII, F.H f� Data 06/21/13 License No. 1M6 06/21/13 Block Number Revisions Dedlned: FM II cbecked: FM H Drawn: CWG Record Drawing b9/date 1PM Prepared for: Chanhassen Residential Development One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439-2302 Partners, LLC at Bluff Creek 3rd, 4th, Sth & 6th Additions Minnesota Storm Sewer and Street Construction Plans Mills Dr. & River Rock Dr. N. (Private) 02010 Westwood Professional Services, Inc. I i I 5B o t CBMH-70 ADJUST M.H. I �(TYPy) X I - — (CBMH-78 I 1,tC'4 54CBMH-71 1 PRO a12 STMH-711 (CBMH-72---J L — —— I� - J L �5C ' ,------ - ��--`` .I w �CB-78A 11 I I ! ;i = U n i I I w 1.1 L 13 ►I 2 I1 ) l;;��, 3 I -- NOTE:I 1 I ; I COMPIt ION EFFORt IINSIDE •' �i YARDI EAS SHALLi LET SPECS CONSTRUCT TEMP. I CALL OR UNDER! 1'REETS. : I� I I I I Qi BIT BERM TO DIRECT -I WATER TO CATCH I 11 I !CB -73 I I 1 1 J IC--_ H I UNTIL 5TH ADD. IS COMPLETED. I I 4.0• 3 � z STMH- Mae ::::_ ::::.: :::::: : - ...... - .D: .M: -.0: :: -It . :::.to: -n: LO: ::::::.h: ::::. a1:-:::: -- . I II I II I I I C13-8871 I II 1 51' I 51 i I CONCRETE I HWALK (TYP.)I I I ( I I SURMOUNTA6 (CURB & GU11 E CONCRETE k 11 I 2 1 I I 1 3 1� I I 4 �� I 5 .m: : : :01: I L ---J I L ---- J I I L----�-- a����� 15A 1 - -J I L --- O O moi► DRAINAGE & UTIL EASEMENT A. 4+46 CONSTRUCTION SPED. RAMP-:.` (TYP.) 110' R. (TYP1) 6 I I Degler Lane Do 14th ADDITION I STA. 4+46 TEND STREET ICONSTRUCTION i I I J I � ; r J i VA \ v r � s� r CON7RACTOR.•BURSCHWLLE CONS77?UC77ON RECORD DRAW/NG 4TH ADD177ON CONFORM/NG TO CONS77?UC77ON RECORDS BY Jerrod McCarty DA TE 02/15/13 WESTWOOD PROFESSIONAL SERVICES Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: • RADIUS TO BE 8618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB + DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 IN ROADWAY • MIN. 9" CLASS 5 UNDER C & G HOLES TO BE PRE-CUT IN ALL STORM STRUCTURES THAT HAVE DRAINTILE INLETS. • CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 • ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY CITY. • 55.90 = 1055.90 • ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION • ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATION AND DETAIL PLATES, SEE SHEET 11 & 12. CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. 0' 50' 100' 150' W Westwood Professional Services, Inc I hereby certify that this plan was prepared by me m under my p at Bluff Creek Storm Sewer 1212 Red Fox Rd. direct supervWon and that I am a duly harmed PROFMIONAL Revisions: Designs& PDH 11 Pre for Arden Hills, MN 55112 »�� a� uM of minne,ae. 01 /14/10 City Review Comments Chanhassen Residential Development Partners, LLC 3rd, 4th, 5th and Street 01 /30/12 City Review Comments Checked: FDH II PHONE 651-206-0600 �� /1 03/20/12 City Review Comments and 3rd Addition Record Drawings ^_ e e �Q FAX 651-266-0659 02/15/13 4th Add, Record Dwa Deavrn: CWG One Corporate Center III, Scute 300 6th Additions Construction Plans TOLL FREE 1.666-937-5150 Francis D. Hagen H, PR 03/15/13 5th Addition r',s O Metro BIV� 06/21/13 Block Number Revisions }.ieaDl'd DLa��/debC� ,Mr Westwood www.westwoodps.cDm Dam 06/21/13 y� NO. 17716 Edina, Minnesota 55439-2302 1 Chanhassen, Minnesota Degler Lane - ...... .. .::.::::. ::::::: :: :: : :: ::::_ ::::.: :::::: : - ...... - .D: .M: -.0: :: -It . :::.to: -n: LO: ::::::.h: ::::. a1:-:::: -- . - .Do: - .00: . . . . . . . .01. . . . : : . . .0 Ol: : : : : : : :01: .m: : : :01: .0: : .�. 920 ... :... ........:.. ...............:. ..............' ..... .......:...................................: .: . ....... ..... ... ........ ........... +�th.:RDDITION:.:... 920 ............. .............. .............. .............. ....... ................................................. .... ..... :. ......- ...... END ST. SWR. .........:.... .' ..... :. .-.. .-: . . ... ....... .. .... ...... ....... ....... ....... :.........:.......... ... .. .. INSTALL. PLUG:.. .........:.........:.........:.........:.........:.........:.........:.........:. ........:.........:........ .. _ E 999-58909.57 ...... 6th- ADDITION 00%: 915 :.........:.........:. .......:.... ....:...... ... .... .... ...... STA 4+36- 915 ......... ............ ...:........... ...... _...:..................a.................. .... ............ :.-. ............... ............. ....... ... ._. 175' VC T TO ...... _ .. .� ......... .. __. .. :. ..... � � , EON STC 5WR � o � ..........-. .....-. .. .... ... ........ .. .. .. .... RVI'STA 1-1.34 N o qqa: + .o, .. :.- _ P. VI EL EV 905;00 -- + rn -5.0 � I� 91 0 .......:..- .. ...... A.D.A39 592 C14 y 910 ...................... ....... ................ ................. .--- :-.. ..- ..... ...................... ........ ... ......... .............. ....:............... ................... ....................... :. - - - ............ Lij .... J w ....... ...... ......... ...... . . - :... .. ....... :. ISHED C L GRA FINISHEDDE a w i 0 4 3' a ...................... --....-.-.:- ............................... .. .... o � SUBGRADE � g® - S .. ... in m: rz 905 ... ......:... ... .: ........... ................. ................... ........................... ..... co: .. ... t ................................:.:... ...:.... rn as .. � l� .. ...... ��RCPG 6,1 1 5. _- _ srA:4+53 905 :. ...... o :: n: ... �. /. 25+8 _ _ EE914.57 15' RCP — ='910.13910.41 .. .... .. ..... .... .... ... .:: ........::.. . . .::...... .:::. - - - a . 8 8 I 90 0 3- G MH 72 SBA.2+79 900 ..: .. ...... .............. .............:.......... ....:... .......:............................... .:................................:......................... :. _ ... :. .... ............ ... .... . ....... .-_. Q C' _ RE 908.84 _ ......... ........ ..... I I 4. 4 E 9Q ............ .. ....... e) X15 ... _ - PROFILE 12 . STMH: 71 0th ADDITION 895 . 0 5�. S7A.1+46, 11 :L :.... 895 ...'...............:. .............' __....... .... . 6 RE 90470 I:. __.. ....... .:.........:........ :...... � _ y IE 897.79 .. G� . ...... .. .. .. ..... �..... ...... . ti _ ..:...... _ B - 88Q RE.:9.0.90 $90. STA3+03 IE 905:90 RE 909.57: ........:. ..... .....:.........:.........:.........:......::.::::......:....... : - ....... CBMH: 70 ....... - ... ... }29 r15 RCP CL. 5 ® 0 .50%:44' 15 RCP ..... -.. 5 237 Cl 5 STA:0+04 RE =894:73 : ...„ .... . CBMH _ 72: CBMH-78 "907.60 885 _ :IE-Bs8.91 : , - 34- 15 RCP CL :5 2 .15% :: IEE _ g Cl... pT0 eCt # 10-xx $ 85 0 1 2 3 4 5 Latest Revision Date, 06/21/13 20101049STF04.DWG The Preserve Date: 05/26/10 sheet 13 of 18 W Westwood Professional Services, Inc I hereby certify that this plan was prepared by me m under my p at Bluff Creek Storm Sewer 1212 Red Fox Rd. direct supervWon and that I am a duly harmed PROFMIONAL Revisions: Designs& PDH 11 Pre for Arden Hills, MN 55112 »�� a� uM of minne,ae. 01 /14/10 City Review Comments Chanhassen Residential Development Partners, LLC 3rd, 4th, 5th and Street 01 /30/12 City Review Comments Checked: FDH II PHONE 651-206-0600 �� /1 03/20/12 City Review Comments and 3rd Addition Record Drawings ^_ e e �Q FAX 651-266-0659 02/15/13 4th Add, Record Dwa Deavrn: CWG One Corporate Center III, Scute 300 6th Additions Construction Plans TOLL FREE 1.666-937-5150 Francis D. Hagen H, PR 03/15/13 5th Addition r',s O Metro BIV� 06/21/13 Block Number Revisions }.ieaDl'd DLa��/debC� ,Mr Westwood www.westwoodps.cDm Dam 06/21/13 y� NO. 17716 Edina, Minnesota 55439-2302 1 Chanhassen, Minnesota Degler Lane 02010 Westwood Professional Services, Inc. INSTALL 2 TRAFFIC BARRICADES (SEE CITY DETAILS SHEET 18) 2 SURMOUNTABLE CURB AND GUTTER 4" HIGH TEMPORARY THROUGH TEMPORARY BITUMINOUS CURB TURNAROUND ON WING END STA: 1+93 N j ------ ---- - ----- ----Lip -- -- -- f -----i — 2.0% 2.0% 50.0' 50.0' it o I N 2" BITUMINOUS BASE & 6" CL. 5 AGGREGATE �1 i BASE (TYP.) t a 28' R (TYP.) 2 STANDARD STREET SECTION (TYP.) I 5 C ■ TEMPORARY TURNAROUND DETAIL 1'1=20' T�i 6"-3A32 CONCRETE 4" CIL 5 COMPACTED SUBGRADE CONCRETE WALKWAY 3" BITUMINOUS WEAR COURSE TYPE 41WEA50055B 6" CL. 5 AGGREGATE BASE 100% CRUSHED ROCK MnDOT 3138-1 APPROVED COMPACTED SUBGRADE MnDOT SPEC. 2105 & 2112 BITUMINOUS TRAIL W Westwood Professional Services, Inc 1212 Red Fox Rd. Arden Hills, NIN 55112 PHONE 651-286-0600 FAX 651-288-0659 ua����.8 TOLL FREE I -SM -937-5150 mstwood www.westwoodin com 8 5 . 1 10' PROJECT NAME DI�AINAGE & UTILITY EASEMENT PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY 2 -ROLLS SOD 2.0% SLOPE RESIDENTIAL SUBDIVISION O 3, ao DEVELOPER- NAME O O 0 ° %, \( (n ° O ^ PHONE NUMBER J CONTACT- NAME SEE PLAN VIEW FOR PHONE NUMBER SURMOUNTABLE 6• CURB & GUTTER PERMITTED CONSTRUCTION HOURS-MON.-FRI. 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY, MAINTENANCE OR DELIVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. QITI� DEVELOPMENT INFO SIGN ' c ENGINEERING DEPARTMENT AAre xa. 5313 u I hereby caddy that this plan was prepared by nue of under my ® A PL G �— f 10' DRAINAGE & UTILITY EASEMENT T 14.5' BOULEVARD 2.0% SLOPE 4.5' 4" TOPSOIL N-/ DISTURBED AREAS. a CL 30' ROW 30' ROW 15.5' - ►� 15.5' WEAR COURSE TO BE 1/2" ABOVE EDGE OF GUTTER 4" SUB -SURFACE DRAINTILE (SEE DETAIL SHEET) DRAINAGE & UTILITY EASEMEN aj PRIVATE UTILITY LINES O o O H In 0 M j 9' U - 1-1/2" - MnDOT 2360 SPWEB340C WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" - MnDOT 2360 SPWEB340C BASE COURSE 12" - CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE 24" MnDOT 3149.213 SELECT GRANULAR BORROW COMPACTED SUBGRADE TYPICAL PUBLIC STREET SECTION (31y BACK TO BACK) -` 20' P/L _ 6.0' 14.0' BOULEVARD WEAR COURSE TO BE 1/2" ABOVE EDGE OF GUTTER 0% S=_ 6 4" SUB—SURFACE DRAINTILE (SEE DETAIL SHEET) 8" DIA. PVC PROTECTIVE SLEEVE CURB STOP r GRADE 8" DIA. PVC PROTECTIVE SLEEVE I CURB STOP PLAN VIEW TYPICAL CURB STOP (NOT TO SCALE) Ai red supervision and that I aun a duly Licensed PROFESSIONAL Dedipled: FM H BNIGDIM under the laws of the State of bllneesota. 07/14/10 City Review Comments D6/21/13 Block Number Revisions 07/28/10 Add Temporary Turnaround to End of Dealer Circle Checked: FDH II 01/30/12 City Review Comments 03/20/12 City Review Comments and 3rd Addition Record Drawings Draw= CWG FrancisDr.�Hagen II, Pa 02/15/13 4th Add. Record Dwgs Dat= 06/21/13 Lkme NO. a�''ruse. 16 03/15/13 5th Addition Record Cnawt06 by/date ipm CL •l: 17. 11o•. q °. 20' P/L 14.0'— L 1-1/2" - MnDOT 2360 SPWEB340C WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" - MnDOT 2360 SPWEB340C BASE COURSE 12" - CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE 24" MnDOT 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE TYPICAL PRIVATE STREET SECTION (28' BACK TO BACK) Prepared for. Chanhassen Residential Development One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439-2302 Partners, LLC 0 1 4.5' Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Tall Free 1-800-252-1166 PL 5,- 1 10' SIDEWALK DRAINAGE & UTILITY EASEMENT 2.0% SLOPE PRIVATE UTILITY O a- PRIVATEtDRAINTILE ^ LINES 0 ,a O m 9' U SEE PLAN VIEW FOR SPECIFIC SIDE FOR SIDEWALK SURMOUNTABLE CURB & GUTTER (EXCEPT FOR RIVER ROCK DRIVE SOUTH WHICH SHOULD BE B618 CURB AND GUTTER) CONTRACTOR.•BURSCHIOLLE CONS7RUC77ON RECORD DRAW/NG 4TH ADOMON CONFORMING TO CONS7RUC770N RECORDS BY Jerrod McCarty DATE 02/15/13 WESTWOOD PROFESSIONAL SERVICES The Preserve at Bluff Creek 3rd, 4th, Sth & 6th Additions Chanhassen, Minnesota City Project # 10-xx Latest Revision Date: 06/21/13 20031110.02DTF03.DWG Date.. 05/26/10 sheet 16 of 18 Construction Details and Typical Sections 5 . 1 10' SIDEWALK DI�AINAGE & UTILITY EASEMENT 2 -ROLLS SOD 2.0% SLOPE '; O 3, ao 6„ O O 0 ° %, \( (n ° O ^ ^' It J O SEE PLAN VIEW FOR SPECIFIC SIDE FOR SURMOUNTABLE SIDEWALK CURB & GUTTER CONTRACTOR.•BURSCHIOLLE CONS7RUC77ON RECORD DRAW/NG 4TH ADOMON CONFORMING TO CONS7RUC770N RECORDS BY Jerrod McCarty DATE 02/15/13 WESTWOOD PROFESSIONAL SERVICES The Preserve at Bluff Creek 3rd, 4th, Sth & 6th Additions Chanhassen, Minnesota City Project # 10-xx Latest Revision Date: 06/21/13 20031110.02DTF03.DWG Date.. 05/26/10 sheet 16 of 18 Construction Details and Typical Sections 2010 Westwood Professional Services, Inc. /V �I;'-----' Neenah R3067 -V casting and is R3067 -V or equal grate or equal. 22 1/2' BEND N 90' BEND/TEE earth. S 5' E o 3" Radius be large enough to make concrete adjustment rings with full E" Conc. collar 6" beds of mortar. aria Dimension A1,AZ,A3 Should Precast concrete g HDPE adjusting rings. Not to Scale 3' 3: A 12'-tB" MJ bolts. Top of barrel section below top slab is 5. to hove fiat top edge sealed with (HYD) concrete & pipe. 2 beads of Ramnek or equal. E Varies 0 3 R/W 0" ring rubber gaskets. � m R/W Precast concrete section 5" 10' 3'-6' 2'-B" equal, 16" o.c., Aluminum steps 0 81 approved. 24' 4'-e MH Gate valve location 3'-10' on projection of the outside and inside. NOTE: property line. R/W NOTE: R/W All dead ends to be 6'-0' extended a minimum of o one pipe length beyond NOTE: gate valve and closed Water main to be on with plug tied back to north and west side tee. of center line unless h rants Os¢ tonfliet yd D No drain holes with proposed sidewalk. P P QfIOF CATCH BASIN Tyler No. 6860 TYPICAL �Q��IfIO�F1L� h1lINTERSECTION Horseshoes @letl REVISED:z m WITH SUMP No.. with concrete ENGINEERING DEPARTMENT 1001 FILE NAMEG SPEC$ 1001 IL PL VARIABLE FENCE 9, POSTS o Z < WYE PLUGGED EN 1/8 BEND or 6' PVC SDR -26 PIPE MIN. SLOPE i/4' PER FOOT rn 0 2"X2" MARKER L1/2 PIPE DIAMETER MIN. SEE NOTE 2. SANITARY SEWER GRAVITY MAIN SANITARY SEWER SERVICE CONNECTION DETAIL SERVICES TO BE USED IN CONJUNCTION WITH PLASTIC PIPED SEWER MAINS FOR DEPTH OF COVER 16 FEET OR LESS. 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 6' HEAVY METAL FENCE POST NEXT TO 2 X 2 MARKER AND PAINT TOP 6' OF POST FLORESCENT GREEN. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER AGGREGATE (31A49HH). I1 pI�d�1I�1sRsp� TYPICAL SANITARY 1�laslt SEWER SERVICE NEWil 3-09 ENGINEERING DEPARTMENT PuIE No.: 2001 FILE NAIL G G SPECS 1 24"x36" slab opening for Neenah 3067-V or equal NOTE: 1- V Grate shown 2- VB Grates shall be used at all lov.- points. NOTES: �I;'-----' Neenah R3067 -V casting and Shape of back of buttress R3067 -V or equal grate or equal. 22 1/2' BEND PLAN 90' BEND/TEE earth. 2. inimum of 2 maximum of 5 3" Radius be large enough to make concrete adjustment rings with full E" Conc. collar 6" beds of mortar. I� Dimension A1,AZ,A3 Should Precast concrete g HDPE adjusting rings. 6' Varies ° 6" precast reinforced concrete slab. 12'-tB" MJ bolts. Top of barrel section below top slab E 5. to hove fiat top edge sealed with 12" concrete & pipe. 2 beads of Ramnek or equal. E Varies All Joints in manhole to hove 3 4'-0" Typ. 0" ring rubber gaskets. a to have Out top edge sealed with Precast concrete section 5" Manhole steps, Neenah R1981J or 3'-6' 2'-B" equal, 16" o.c., Aluminum steps 3'-4' 81 approved. 24' 4'-e Doghouses shall be grouted on both 3'-10' w the outside and inside. NOTE: 30' a' ,o q0 No block structures are allowed. 9'-3' 6'-0' Minimum slab thickness 6' for 14' M o ° depth. Increase thickness 1" for 12'-tfi' Manhole steps, Neenah R1981J or each 4' of depth greater than 14', �6^ s equal, 16' o.c., Aluminum steps and reinforce with WKS' 10/10 mesh. SECTION No drain holes NQM QfIOF CATCH BASIN Tyler No. 6860 Minimum slab thickness, 6" for le MANHOLE Horseshoes @letl Rum WITH SUMP 10 with concrete ENGINEERING DEPARTMENT PMEE I " 3104 MI FILE NAME G a 104 NOTES: 1. Shape of back of buttress R3067 -V or equal may vary as long as poured 22 1/2' BEND against firm undisturbed 90' BEND/TEE earth. 2. Dimension C1,C2,C3 should B2 be large enough to make B3 angle 0 equal to or larger 6" than 45'. 3. Dimension A1,AZ,A3 Should Y-5" be as large as possible 1'-6' without interfering with l'-5" MJ bolts. 4. 0 = 45' Minimum. 5. Place polyethylene between 12" concrete & pipe. 6. All bends & fittings shall 2'-0" be restrained with Megalugs 2'-6" thrust restraints or equal Data 0621/13 L4amae N06 IM6 9 - See note 4 1 "� PLAN 90' BENDS CONCRETE SEAL IN CONTACT WE THIS QUADRANT OF PIPE PLAN 45' BENDS e - See --'- ' SECnDN A -A PLAN 22 1/2' BENDS affOF CONCRETE THRUST BLOCKING aEvlsm. x-oe ENGINEERING DEPARTMENT WIDE No.. n1E 1002 MhME:G G SPECS 1002 PL VARIES 9' Metal Fence Post b N a a Bend as Needed Plug F(XI,YI,Z1) (X2,Yz,Z2) v eo' Xo,Vo.oZ Min. Slope 1/4'/Ft. U I /ILII Limits of Excavation 2'x2' Marker 6" PVC SDR -26 wye & service line. Tamped Fill na Tee m Wye and 45' bend 1 C.Y. Concrete Encasement Sanitary Sewer f1. Solvent Weld all Joints. (Non Gaskeled) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in the Some Trench, Install a 6' Heavy Metal Fence Post Next to 2 x 2 0 6' o Post Florescent Green. Marker and Paint Top f 3. The Use of Bends Shall be Restricted to the Two Shown Main This Detail. 4. Cleanout Required on Private Property if Distance from Main to House Exceeds 90 Feet. 5. (Xx,Yy,Zz)Coordinates of service line at any & all bends at ROW (in Carver County Coordinates). QIt� SANITARY SERVICE RISER (GREATER THAN 16' DEEP) p2-oB ENGINEERING DEPARTMENT PLATE NO.: IAMEG G cs 2002 6" Conc. collar n BUTTRESS DIMENSIONS City Area 651-454-0002 R3067 -V or equal PIPE 22 1/2' BEND 45' BEND 90' BEND/TEE SIZE 31 D1 B2 02 B3 D3. 6" V-5 1'-5 1'-5" Y-5" 2'-1' 1'-6' 8" l'-5" 1'-5' 2'-1" l'-6" 2'-B' 2'-0' 12" V-10" V-10' 3'-4" 2'-0" 4'-9" 2'-6" 16" Data 0621/13 L4amae N06 IM6 to have Out top edge sealed with or approved eaud 2 beads of Ramnek or equal. 20' 3'-6' 2'-B" 5'-6' 3'-4' 81 4'-0" 24' 4'-e 3'-0" V-10" 3'-10' 9'-8" 5,-0. 30' 1. Doghouses shall be grouted on Mueller No. 9'-3' 6'-0' 17'-0 6' 0" PLAN 90' BENDS CONCRETE SEAL IN CONTACT WE THIS QUADRANT OF PIPE PLAN 45' BENDS e - See --'- ' SECnDN A -A PLAN 22 1/2' BENDS affOF CONCRETE THRUST BLOCKING aEvlsm. x-oe ENGINEERING DEPARTMENT WIDE No.. n1E 1002 MhME:G G SPECS 1002 PL VARIES 9' Metal Fence Post b N a a Bend as Needed Plug F(XI,YI,Z1) (X2,Yz,Z2) v eo' Xo,Vo.oZ Min. Slope 1/4'/Ft. U I /ILII Limits of Excavation 2'x2' Marker 6" PVC SDR -26 wye & service line. Tamped Fill na Tee m Wye and 45' bend 1 C.Y. Concrete Encasement Sanitary Sewer f1. Solvent Weld all Joints. (Non Gaskeled) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in the Some Trench, Install a 6' Heavy Metal Fence Post Next to 2 x 2 0 6' o Post Florescent Green. Marker and Paint Top f 3. The Use of Bends Shall be Restricted to the Two Shown Main This Detail. 4. Cleanout Required on Private Property if Distance from Main to House Exceeds 90 Feet. 5. (Xx,Yy,Zz)Coordinates of service line at any & all bends at ROW (in Carver County Coordinates). QIt� SANITARY SERVICE RISER (GREATER THAN 16' DEEP) p2-oB ENGINEERING DEPARTMENT PLATE NO.: IAMEG G cs 2002 6" Conc. collar n �M��pf�gTYPICAL 4' DIAMETER psp� a mlusll CATCH BASIN MANHOLE I:2-10 MEG D SPECS1PLATE NO.: ENGINEERING DEPARTMENT 3102 02 z a Lu a l' La o Q a as u. 1 In o 3 a _� tu tu g It 6 W o lex bu a r� m C. o IJ< m K\ 0 ad SJ'I "NIA .L u r m ence w WLu O o Y O� j ch J d f h >. N 6 o r < to s// i q m N 0 up x m pN 3 wa Z VO Ion o ;Fwza p a <c<irc�3 o < o o n N �sai3 d i n m Cor x 0 3 ti 0a02 N D a m u OZrc i tri < R U .. 'XVW .9 L -mhr "< Line j x ui wwam< a E V_ Ox I'nWJS� Gn Y }}} C Zm_-zR v o / rcZ ��Qo�aP n ';. of -:� x <�m 2 �Zo. an:lnoNw,a �sz� (x(J,1 1+��� �o,zowa -2 wB LL86� m<OFmW zowu rcu oa:NW i5"ellsh t o`n p� oma Q<IIII Jou vcoivoi'viFi2 h at 3 �<'! �. Q. R J IH o o eiw' aFA VUN Ix .'Cow E^i I1W. C m�ul a:m mW �] wmfV ]N 2 �Z L og c,�i Q�aoaSi u- 0. 'x W, x z - o W oo- ch _ �<a Z zo' Iv` ocz uyoN z I.i �cF= �y< to a3aaiaa "'U.- -5 al- z�Ju+-ui z w wiuu <�nm+-5 zJ'^ k+�iwi dui,o KrcLL� u? <¢ <¢ O i aaias iIJ'i3o�in on z AIROF TYPICAL 4111 r HYDRANT INSTALLATION RLvrsEo.3-oe ENGINEERING DEPARTMENT Pure No.. 1004 FILE E G SPE 1 Manhole Casting and Adjusting Ring (See Plate 2110) Provide I&I Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps shall be Neenah R -1981J, 16" on center. oSteps Shall be on Downstream -p Side Unless Pipe Diameter is 18" or Larger All joints in manhole to have "0'ring rubber gaskets. Infi-shield external seals as required by the Engineer. A Maximum of 2 Short Manhole 4'-0" Risers to be Used Directly Below Cone Section Pipe shall be cut out Flush u 5" with inside face of wall. o �Kor-n-seal required. Iv,S( : '.E;1�Precast Inverts Must be 1/2 of Pipe Diameter and Benches SECTION VIEW Sloped 2" Toward the Invert Minimum thickness of precast base is 6" for 14' deep or less, and increases 1" In thickness for every V of depth greater than 14'. NOTE: 1. Kor-n-aeol manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole an catch basin structure is constructed outside the traveled roadway a witness post and sign (MH) shall be installed next to the manhole. QrloF STANDARD MIMM MANHOLE REY='~09 ENGINEERING DEPARTMENT �� No.. 2101 FILE NNJE:G C rS tot .25"-.S' �1.5' BIT. WEAR I&I BARRIER `�2" BIT BASE SEE DEATAIL 2109 HDPE OR PRECAST CONCRETE ADJUSTING RINGS RINGS SHALL BE SET ON ABS SEALANT OR APPROVED EQUAL. 6" THICK CONCRETE P7" COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAH# R-1642 OR MCI4� 309 AND SHALL INCLUDE SELF SEALING r -VARIES TYPE LIDS STAMPED SANITARY SEWER OR L STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES BIT. BASE OR BINDER MIN. (2-2") ADJ. RINGS AND v HDPE OR MAX. (3-4 ) ADJ. RINGS (1-2" RING WITH PRECAST CONCRETE MORTOR = 0.2')ADJUSTING RINGS I&I BARRIER 27" I. 6" THICK CONCRETE SEE DEATAIL 2109 COLLAR BIT, BASE OR BINDER COURSE ADJ. DETAIL NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4' TO i/2" MORTAR. 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE. MANHOLE CASTING AND Ida�i� ADJUSTING DETAIL REVISED 2-11 FILE NAME G C SPECS ENGINEERING DEPARTMENT 2110 Call 48 Hours before 24x36" slab opening for Neenah City Area 651-454-0002 R3067 -V or equal GOPHER STATE ONE CALL Mn. Toll Free 1-800-252-1166 I Z M Note: 1- V Grote shown 1"X1" Corporation Cock I' Type "K' Copper Concrete Block Support �`'' 2- VH Grates shall be used at all Ion Westwood Professional Services, Inc 1212 Red Fox Rd. l hereby ratify that this plan was Prepared by ale or under my direct supervision end that I am a duly licensed PROFESSIONAL points. 3. The coppere between mal on service lin e n the in d curt bon Neenah R3067 -V costing and + - - grate or equal. PLAN Minimum of 2 maximum of 5-2" PHONE 651-288-0609 concretetstment rings with full ((��11 ( ,y jam- _ beds of mortar. Record 02/15/13 4th Add. Rerd Dwgs Precast concrete or FAX 651-268.0659 TOLL FREE 14%8-937-5150 adjusting rings. � "-- r'"` ° - 6" precast reinforced concrete slab. Block Number Revisions Westwood ww.westwoodps.com w Top of barrel section under top slab Data 0621/13 L4amae N06 IM6 to have Out top edge sealed with or approved eaud 2 beads of Ramnek or equal. 1Qp All joints in manhole to hove Varies O" ring rubber gaskets. 4-0 Typ. Precast concrete section fi860 2fi" NOTES: -5" grade. Box to be set to 1. Doghouses shall be grouted on Mueller No. accts as required by the Engineer. both the outside and inside. 2. No block structures are allowed. A Max. of 2 Shat Manhole Risers to 12'-tfi' Manhole steps, Neenah R1981J or Is equal, 16' o.c., Aluminum steps o approved. NQM tee section Tyler No. 6860 Minimum slab thickness, 6" for le Horseshoes @letl depth. Increase thickness 1" for 2. 'Alien the manhole or catch basin each 4' of depth greater than 14', with concrete and reinforce with 6"x6" 10/10 mesh. structure Is Constructed outside Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2" toward invert. �M��pf�gTYPICAL 4' DIAMETER psp� a mlusll CATCH BASIN MANHOLE I:2-10 MEG D SPECS1PLATE NO.: ENGINEERING DEPARTMENT 3102 02 z a Lu a l' La o Q a as u. 1 In o 3 a _� tu tu g It 6 W o lex bu a r� m C. o IJ< m K\ 0 ad SJ'I "NIA .L u r m ence w WLu O o Y O� j ch J d f h >. N 6 o r < to s// i q m N 0 up x m pN 3 wa Z VO Ion o ;Fwza p a <c<irc�3 o < o o n N �sai3 d i n m Cor x 0 3 ti 0a02 N D a m u OZrc i tri < R U .. 'XVW .9 L -mhr "< Line j x ui wwam< a E V_ Ox I'nWJS� Gn Y }}} C Zm_-zR v o / rcZ ��Qo�aP n ';. of -:� x <�m 2 �Zo. an:lnoNw,a �sz� (x(J,1 1+��� �o,zowa -2 wB LL86� m<OFmW zowu rcu oa:NW i5"ellsh t o`n p� oma Q<IIII Jou vcoivoi'viFi2 h at 3 �<'! �. Q. R J IH o o eiw' aFA VUN Ix .'Cow E^i I1W. C m�ul a:m mW �] wmfV ]N 2 �Z L og c,�i Q�aoaSi u- 0. 'x W, x z - o W oo- ch _ �<a Z zo' Iv` ocz uyoN z I.i �cF= �y< to a3aaiaa "'U.- -5 al- z�Ju+-ui z w wiuu <�nm+-5 zJ'^ k+�iwi dui,o KrcLL� u? <¢ <¢ O i aaias iIJ'i3o�in on z AIROF TYPICAL 4111 r HYDRANT INSTALLATION RLvrsEo.3-oe ENGINEERING DEPARTMENT Pure No.. 1004 FILE E G SPE 1 Manhole Casting and Adjusting Ring (See Plate 2110) Provide I&I Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps shall be Neenah R -1981J, 16" on center. oSteps Shall be on Downstream -p Side Unless Pipe Diameter is 18" or Larger All joints in manhole to have "0'ring rubber gaskets. Infi-shield external seals as required by the Engineer. A Maximum of 2 Short Manhole 4'-0" Risers to be Used Directly Below Cone Section Pipe shall be cut out Flush u 5" with inside face of wall. o �Kor-n-seal required. Iv,S( : '.E;1�Precast Inverts Must be 1/2 of Pipe Diameter and Benches SECTION VIEW Sloped 2" Toward the Invert Minimum thickness of precast base is 6" for 14' deep or less, and increases 1" In thickness for every V of depth greater than 14'. NOTE: 1. Kor-n-aeol manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole an catch basin structure is constructed outside the traveled roadway a witness post and sign (MH) shall be installed next to the manhole. QrloF STANDARD MIMM MANHOLE REY='~09 ENGINEERING DEPARTMENT �� No.. 2101 FILE NNJE:G C rS tot .25"-.S' �1.5' BIT. WEAR I&I BARRIER `�2" BIT BASE SEE DEATAIL 2109 HDPE OR PRECAST CONCRETE ADJUSTING RINGS RINGS SHALL BE SET ON ABS SEALANT OR APPROVED EQUAL. 6" THICK CONCRETE P7" COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAH# R-1642 OR MCI4� 309 AND SHALL INCLUDE SELF SEALING r -VARIES TYPE LIDS STAMPED SANITARY SEWER OR L STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES BIT. BASE OR BINDER MIN. (2-2") ADJ. RINGS AND v HDPE OR MAX. (3-4 ) ADJ. RINGS (1-2" RING WITH PRECAST CONCRETE MORTOR = 0.2')ADJUSTING RINGS I&I BARRIER 27" I. 6" THICK CONCRETE SEE DEATAIL 2109 COLLAR BIT, BASE OR BINDER COURSE ADJ. DETAIL NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4' TO i/2" MORTAR. 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE. MANHOLE CASTING AND Ida�i� ADJUSTING DETAIL REVISED 2-11 FILE NAME G C SPECS ENGINEERING DEPARTMENT 2110 Call 48 Hours before digging: Twin City Area 651-454-0002 denoting curb box. GOPHER STATE ONE CALL Mn. Toll Free 1-800-252-1166 I Z M in Water Service 1"X1" Corporation Cock I' Type "K' Copper Concrete Block Support �`'' Water Main Westwood Professional Services, Inc 1212 Red Fox Rd. l hereby ratify that this plan was Prepared by ale or under my direct supervision end that I am a duly licensed PROFESSIONAL Rervisionic 3. The coppere between mal on service lin e n the in d curt bon Arden Hills, MN 55112 4. Corporation cock to be 1" x 1" inside diameter. imotn- HINCW Mt under the lawn of the state of Mm 07/14/10 City Review Comments W PHONE 651-288-0609 AIROF Idle [ ((��11 ( ,y jam- _ City Review Comments Record 02/15/13 4th Add. Rerd Dwgs on the inside and outside. FAX 651-268.0659 TOLL FREE 14%8-937-5150 REVEED:2-11 � "-- r'"` 03/15/13 5th Addition Francis D. iidMgm� II, P.$06/21/13 Block Number Revisions Westwood ww.westwoodps.com w Data 0621/13 L4amae N06 IM6 U Stree: P - Variable 6' Metal fence past denoting curb box. Top 6" painted blue. Curb box with 1 1/4" standpipe and stationary rod I Z M in Water Service 1"X1" Corporation Cock I' Type "K' Copper Concrete Block Support �`'' Water Main NOTES: 1. Do not plug and of curb stop. 2. Add 6" crimped pigtail to curb stop. 3. The coppere between mal on service lin e n the in d curt bon shall be one continous piece of piping, splices will not be permitted 4. Corporation cock to be 1" x 1" inside diameter. 5. Saddles required on 6" DIP or smaller mains and all mains and all mains 12' or larger. 6. Saddles when required shall be Ford style F202 double strap. 7. Stainless steel saddles required on all PVC watermain. AIROF Idle [ TYPICAL Cut bell ham DIP WATER on the inside and outside. SERVICE REVEED:2-11 ENGINEERING DEPARTMENT PLATE W.: 1005 FREE NAME Ge C SPECS 1s03 n ]y2 R DROP LID h ' Proctor Density 1a' ] 1 J2' in Tyler PLAN SECTION HORSESHOE DETAILS t tl aw DROP LID Manhole Casting and Adjusting Proctor Density pas m e+gn s o a Ina a e next to the manhole. Ring (See Plate 2110) Tyler No. 6860 Provas I&I Samle, on all sanitary over top of water main. 3. Pipe shall be cut flush with sewer manhole (see Plate 2109) No. H-10361 foundation embedment material if needed. Pipe foundation material shall Manhole steps, Neenah R1981J Bibby -Ste -Croix Inside face of wall. Provide Valve Stem Risers PIPE BEDDING r e al 16' on center. o u . q IN GOOD SOILS am=RCP 4. All dog houses shall be grouted Rte'' -1p Aluminum steps Cod. Cut bell ham DIP FINAMG SPECS 02 E E on the inside and outside. Poly wrap ductile Manhole steps hall be placed tom with so trot offset vertical portion steel repair sleove The Surface Is Greater Than 8'. of cmc s facing lainnstram or approved eaud 1Qp o II pints in manhole to hove "O"ring Tyler No. fi860 2fi" rubber gaskets. Infi-shield external grade. Box to be set to 4'-0' Mueller No. accts as required by the Engineer. Varies provide 12' of adjustment. A Max. of 2 Shat Manhole Risers to 12'-tfi' VB502 Is be Used Directly Below Cone Section I- DIP `I BiF 6' 8' DIP NQM tee section Tyler No. 6860 t Kar n seal manhole or approved equal. Horseshoes @letl 2. 'Alien the manhole or catch basin with concrete structure Is Constructed outside mortar a all the travNed roadway a witness t d h II b i II pp P 21-2- toward invert. 6. Precast hvert is requlretl. 79' 7. Horizmtal ductile shall beof p r Precast 8'-1/4 bald wrapped. Integral with base section VMinimum thickness of precast base 's 6' far 14' does or less. and SECTION VIEW is Y in thickness for every 4' of depth greater than 14' deep. Uff9 SANITARY SEWER OUTSIDE DROP MANHOLE REMSEo.z a ENGINEERING DEPARTMENT PLAIT FlLE NNICC: ECS w 2103 BLOCK (Tv Note: CONDUCTIMTY STRAPS TO BE PLACED AROUND MECALUG BOLTS AND WELDED TO WATER MAIN. HYDRANT LEADS I CROSSES LL 'DENO ES MECALUG SLNOc NOTES_ 1. MECALUG% TO BE USED AT ALL MECHANICAL JOINTS. 2. PLACE CONCRETE BLOCK UNDER ALL CAIS VALVES AND HYDRANTS. 3. THRUST BLOCKING AT ALL TEES, BENDS, AND AT CERTAIN HYDRANTS. 4. ALL FlTTINGS. NUTS, AND BOLTS SHALL BE SPRAYED USING A BITUMINOUS COAL TAR COAT SUPPLIED BY THE MANUFACWWR. SLEEVES 5. BLOCKING AGAINST UNDISTURBED SOILS. TYPICAL MECALUG LOCATION REvlsEo:3-°e ENGINEERING DEPARTMENT No 1009 p9 DROP LID sides (sea dala5 Proctor Density pas m e+gn s o a Ina a e next to the manhole. �a Tyler No. 6860 1/2 Dia of pipe over top of water main. 3. Pipe shall be cut flush with O> No. H-10361 foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.211 course filter oggregate. Bibby -Ste -Croix Inside face of wall. Provide Valve Stem Risers PIPE BEDDING IN GOOD SOILS am=RCP 4. All dog houses shall be grouted Rte'' -1p ENGINEERING DEPARTMENT •ti:� FINAMG SPECS 02 E E on the inside and outside. Poly wrap ductile 5. Precast invert should be 1/2 Did of a and benches sIo ed pp P 21-2- toward invert. 6. Precast hvert is requlretl. 79' 7. Horizmtal ductile shall beof p r Precast 8'-1/4 bald wrapped. Integral with base section VMinimum thickness of precast base 's 6' far 14' does or less. and SECTION VIEW is Y in thickness for every 4' of depth greater than 14' deep. Uff9 SANITARY SEWER OUTSIDE DROP MANHOLE REMSEo.z a ENGINEERING DEPARTMENT PLAIT FlLE NNICC: ECS w 2103 BLOCK (Tv Note: CONDUCTIMTY STRAPS TO BE PLACED AROUND MECALUG BOLTS AND WELDED TO WATER MAIN. HYDRANT LEADS I CROSSES LL 'DENO ES MECALUG SLNOc NOTES_ 1. MECALUG% TO BE USED AT ALL MECHANICAL JOINTS. 2. PLACE CONCRETE BLOCK UNDER ALL CAIS VALVES AND HYDRANTS. 3. THRUST BLOCKING AT ALL TEES, BENDS, AND AT CERTAIN HYDRANTS. 4. ALL FlTTINGS. NUTS, AND BOLTS SHALL BE SPRAYED USING A BITUMINOUS COAL TAR COAT SUPPLIED BY THE MANUFACWWR. SLEEVES 5. BLOCKING AGAINST UNDISTURBED SOILS. TYPICAL MECALUG LOCATION REvlsEo:3-°e ENGINEERING DEPARTMENT No 1009 p9 18"Xi B'XB' Concrete Block TYPICAL GATE VALVE AND BOX INSTALLATION REVISED. 2-o9 ENGINEERING DEPARTMENT PUTS NO.. 1006 FXF NIMH G: SPECS 1006 FRAME AND COVER 1.1/1 BARRIER' INNER"2r MANHOLE RING SEALHDPE OR PRECAST AS MANUFACTUREDCONCRETE ADJUSTING RINGS BY "STRIKE PRODUCTS" OR APPROVED EQUAL PRECAST, BLOCK, OR BRICK MANHOLE CONEMASTIC SEAL BETWEEN CORBELFRAME AND STRUCTURE 41 48" INFI-SHIELD EXTERNAL SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REWIRED BY THE ENGINEER. NOTES. 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. A REST ON SEAL. CASTING SHOULD N T ES I 1. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. & 0 �Q��Ii�OsFsp� I 1�➢slDblda! BARRIER RENBED:I-10 PUTS NO.: ENGINEERING DEPARTMENT 2109 FILE NAMEG: SPECB 1D9 NOTE: 1- V Grate Shown 2- VB Grote Shown shall be used at all lowpoints. Face of Curb ® N Direction of Flow PLAN Catchbosm casting Fingrate Neenah R3067 -V or equal Grate to be 2" below 3" radius curb hs z. gutter grade. 5' transition curb on each side of catchbosin. Precast concrete or HDPE adjusting rings. Top of Curb Varies Minimum of 2-2", 6 1/2" maximum of 5-2" Varies Concrete adjusment 24" x 36" rings allowed with 1/4" Precast 5, 3' minimum to 1/2 bed of mortar between each and a 3" Grout 6" thick concrete collar on the outside. 6"Min. base Doghouses shall be grouted on both the SECTION Inside and outside. NOTES. 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. off ff STORM SEWER CATCH BASIN t,�®19011 2' X 3' RECTANGULAR cc ASED: 2-10 PUTS NO.: ENGINEERING DEPARTMENT 3101 DadXne&- e� 11 Prepared for. FM n Chanhassen Residential Development Drown: CWG One Corporate Center III, Suite 300 Record Qw tag bv/dacm Jpm 7300 Metro Blvd. Edina, Minnesota 55439-2302 FINAL GRADE NOTE: PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED. INSULATION SHALL OVERLAP AT SEAMS BY MIN. 12". COVER OVER PIPE - a WIDTH OF INSULATING BOARD - b 5' 5' 6' 3' 0 �QIMI ldall�yfI[I�OpFsp� INSULATION MDETAIL 1:1-10PLATE No.: ME: G cs xos ENGINEERING DEPARTMENT 2205 Compacted Normal Fill DROP LID 95% of the Standard Proctor Density 7.5' Minimum cover required wnTeR Tyler No. 6860 NOTES: over top of water main. in the pipe zona, pipe bedding and bockfll shall be used as shown on Mueller No. H-10361 foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.211 course filter oggregate. Bibby -Ste -Croix No. B-5160 Provide Valve Stem Risers PIPE BEDDING IN GOOD SOILS am=RCP To Within 6" Of The Surface Rte'' -1p ENGINEERING DEPARTMENT Na.. 2292 FINAMG SPECS 02 E E If The Distance From The Top Nut Of The Valve To The Surface Is Greater Than 8'. Grade 1Qp Adjust top to 3/4' below Tyler No. fi860 2fi" grade. Box to be set to Mueller No. 6-10361 26" provide 12' of adjustment. Bibby -Ste -Croix No. VB502 27^ Tyler No. 6860 Mueller No. H-10357 EXTENSION Bibby -Ste -Croix B-5001 Tyler No. 58 14' Gate valve box, screw type. No. 59 18' 3 piece, 5 1/4" shaft, size No. 60 24" G box, 7'-6 extended, Mueller No. 58 14" #6 round base 2VB521 No. 59 20" Bibby -Ste -Croix VB520 No. 57 9" Gate Valve Adapter: 1/4" No. 58 14' Steel With Protective VB522 No. 59 20" Coating, 1/2' Rubber V8523 No. 60 26" Gasket Installed Between The Gate Valve And @QTTtiM Gate Valve Adapter. Tyler No. 6860 65" Mueller No. H-10361 65" Mueller or American Bibby -Ste -Croix No. V9516 60" Flow Control 60 Resilient Wedge Valve Conforming to AWWA Volvo and Box to be C-515-80 Standards plastic wrapped per With All Stainless RAGE section 2.03o Steel Nuts & Bolts. 18"Xi B'XB' Concrete Block TYPICAL GATE VALVE AND BOX INSTALLATION REVISED. 2-o9 ENGINEERING DEPARTMENT PUTS NO.. 1006 FXF NIMH G: SPECS 1006 FRAME AND COVER 1.1/1 BARRIER' INNER"2r MANHOLE RING SEALHDPE OR PRECAST AS MANUFACTUREDCONCRETE ADJUSTING RINGS BY "STRIKE PRODUCTS" OR APPROVED EQUAL PRECAST, BLOCK, OR BRICK MANHOLE CONEMASTIC SEAL BETWEEN CORBELFRAME AND STRUCTURE 41 48" INFI-SHIELD EXTERNAL SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REWIRED BY THE ENGINEER. NOTES. 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. A REST ON SEAL. CASTING SHOULD N T ES I 1. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. & 0 �Q��Ii�OsFsp� I 1�➢slDblda! BARRIER RENBED:I-10 PUTS NO.: ENGINEERING DEPARTMENT 2109 FILE NAMEG: SPECB 1D9 NOTE: 1- V Grate Shown 2- VB Grote Shown shall be used at all lowpoints. Face of Curb ® N Direction of Flow PLAN Catchbosm casting Fingrate Neenah R3067 -V or equal Grate to be 2" below 3" radius curb hs z. gutter grade. 5' transition curb on each side of catchbosin. Precast concrete or HDPE adjusting rings. Top of Curb Varies Minimum of 2-2", 6 1/2" maximum of 5-2" Varies Concrete adjusment 24" x 36" rings allowed with 1/4" Precast 5, 3' minimum to 1/2 bed of mortar between each and a 3" Grout 6" thick concrete collar on the outside. 6"Min. base Doghouses shall be grouted on both the SECTION Inside and outside. NOTES. 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. off ff STORM SEWER CATCH BASIN t,�®19011 2' X 3' RECTANGULAR cc ASED: 2-10 PUTS NO.: ENGINEERING DEPARTMENT 3101 DadXne&- e� 11 Prepared for. FM n Chanhassen Residential Development Drown: CWG One Corporate Center III, Suite 300 Record Qw tag bv/dacm Jpm 7300 Metro Blvd. Edina, Minnesota 55439-2302 FINAL GRADE NOTE: PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED. INSULATION SHALL OVERLAP AT SEAMS BY MIN. 12". COVER OVER PIPE - a WIDTH OF INSULATING BOARD - b 5' 5' 6' 3' 0 �QIMI ldall�yfI[I�OpFsp� INSULATION MDETAIL 1:1-10PLATE No.: ME: G cs xos ENGINEERING DEPARTMENT 2205 Compacted Normal Fill Material, Compacted to 95% of the Standard Proctor Density I -I Varies I I I > -I II L Shaped Natural Ground to pipe NOTES: 1. When existing soil conditions are not acceptable fair backfll and/or compaction in the pipe zona, pipe bedding and bockfll shall be used as shown on detail plate 2201. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.211 course filter oggregate. 3. The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. arrOF PIPE BEDDING IN GOOD SOILS am=RCP & DIP Rte'' -1p ENGINEERING DEPARTMENT Na.. 2292 FINAMG SPECS 02 E E Compact - Backfill + + 1+..+.+1 ++ + + + + + Embedment + 5 r + Material + +' +' 6' + ♦ + + + + « + +++' n Foundation - /, It Requline, (see to 1) "Be' Denotes outside diameter of pipe NOTES 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNOOT 3149.2H course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.213 select granular borrow with 100% a 3 4" sieve and less than 10% passing a N sieve. passing / p g 0 200 s eve Mfg PIPE BEDDING 1�1 FOR P.V.C. PIPE r. IL -lo 1ENGINEERING DEPARTMENT Fore N°" - '--'----'---- 2203 # 10 -XX Partners, LLC Use MNDOT 3149.2A - Granular Borrow VARIES Use MNOOT 3149.2H Course Filter Agg. (Pipe Foundation Material if Required) The bottom of the trench shall be shaped to fit the pipe barrel for at legal 50% of the outside diameter Pipe Dia. x 0.5 Min. "Dia" Denotes outside diameter of pipe NOTES: 1. When existing soil conditions are not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and bockfll shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material Shall be accordance with MNOOT 3149.2H course filter aggregate. �I�dy1I1I�O�F PIPE BEDDING I�saD�llm1 IN POOR SOILS REVISED.1-to ENGINEERING DEPARTMENT PLATE NG. 2201 FILE NAME G SPECS 01 0 w - - c 1" CORPORATION STOP to z � m AFTER MEETING TEST REQUIREMENTS THE AIR BLEED LINE SHALL BE DISCONNECTED AT THE PLUG WITH NO ADDITIONAL COMPENSATION. Uff9 AIR 0 M� BLEED DETAIL REyrsm:2-0B ENGINEERING DEPARTMENT ruTE 1003 FlLE NAME:G: 0 SPECS 1003 CONTRACTOR: BURSCHWLLE CONSTRUGWON RECORD DRAWING 47H ADD/Tl CONFORM1NG TO CONSTRUCTION REC DS. BY Jerrod McCarty DATE 02 15 13 WESTWOOD PROFESSIONAL S!RWCEB MINIMUM 6' OF - COMPACTED SAND MARSTION TO SPECIFIED J ONE PIPE LENGTH DEPTH TYPICAL. INSTALL VERTIC BEND WITH MEGA LUGS AS REWIRED. WATERMAIN UNDER STORM SEWER SEWER 3' S7rROFOAM INSULATION KATION AND COMPACTED SAND STALL EXTEND 12" PAST OUTSIDE OF PIPE NSULABON SHALL OVER LAP AT JOINTS BY MIN. OF 12' 0� IOF WATERMCRO STORM SEWER 4uellusllos CROSSING a2-10 ENGINEERING DEPARTMENT PLATE uo.. 2204 ME: 20101049DTF01 DWG The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota Construction Details c 2010 Westwood Professional Services, Inc. Granular Filter (MNDOT 3601.28) SECTION A -A Geotextile Filter Type IF NTS RIPRAP N Grcnular Filter (MNOOT 3601.26) SECTION B -B Geotextile Filter Type pl NTS error RIP RAP DETAIL REV5ED 2-10 PLAre HO.: FILL NNAER SPECS 3107 ENGINEERING DEPARTMENT 3107 NOTE: urmamountable Curb &Gutter to be transitioned into PLAN 5 FT. MIN. LENGTI POST RIPRAP REQUIREMENTS NTS h PIPE DIA. RIPRAP REQUIRED GRANULAR FILTER REQUIRED 12" TO 24' 8 to 12 CY CL.3 UNDER RIP RAP AND 2 27" TO 33" 14 to 20 CY CL.3 LAYERS OF 50OX MIRAFI 36" TO 48' 23 to 38 CY CL.3 FABRIC OR EQUAL 54" AND UP 62 CY and up CLA No Scale (One cubic yard is approximately 2,800 lbs.) `01 5' Min. Transition 5' Min. Transition `o Iii N o Top of o K • .K RIPRAP Granular Filter (MNDOT 3601.28) SECTION A -A Geotextile Filter Type IF NTS RIPRAP N Grcnular Filter (MNOOT 3601.26) SECTION B -B Geotextile Filter Type pl NTS error RIP RAP DETAIL REV5ED 2-10 PLAre HO.: FILL NNAER SPECS 3107 ENGINEERING DEPARTMENT 3107 NOTE: urmamountable Curb &Gutter to be transitioned into a 8619 type at catchbosin. <', eo a 5 FT. MIN. LENGTI POST CCetchppa erIn F 3dg� eV & Grate - or V8 Grate. GG ac - h 15 18'(1 W.) FRONT FACE L 3" R`-,� �4 h A� 000000 L. 00 111 Cotcflbasin to be depressed 2" line below design gutter grade. A 5 Nenah R -3067 -VB shall be usec st lDall low points. 4J _ / Surmountable Concrete Curb & Gutter 2-#'4-60^Long Rebors Each way ISOMETRIC No Scale R R `01 5' Min. Transition 5' Min. Transition `o Iii N o Top of o P. Curb 2" w 1D, 9' Q 1/2 INCH PREFORMED JOINT FILLER MATERIAL, MSHTO M 213. © WEN A MEDIAN IS NOT WIDE ENOUGH FOR Two PEDESTRIAN RAMPS AND A 46" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. ® 5' To 6'15 THE REWIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB. 4Q ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0' MIN. IN DIRECTOR OF TRAVEL AND SHALL Design gutter line grade 2-W4-60" LONG Rebars Each way Frame & Casting SECTION A -A No Scale Off IN CURB CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING SYSTEMS. CONSTRUCTION MM= AT CATCH BASIN REVRED:1-10 ENGINEERING DEPARTMENT NO.: PIATE 3106 FILE NWEG SPECS 3108 ENGINEERING DEPARTMENT SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LDADS TSCuuuuL or M I RIAwHE . CORN AXLE YnWT UWI N/.Y Ale einem""tx m' E n DI.1 IEA SMTrF !ACTH N/r. Is CAN 1. - s re eas Al t helse l fiPL Y noun 0.707 op e 3 Hoke WJIAP, PPrLP n1E 5 iA RS a HFAC MODEL#CG23 DEFLECTOR PLt1E 010WIM I - C'ENrER OF F#JZR Al OMRFTrTtt' 2 - TOP OF CURB BOX 10" Fd7LIr ASSEMHy CURB CG -23 HVH-FLOW RIGH -FLOW FA6RfC NOTES, 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. Wood Posts 4"x4" x 8'-0" No. 2 Grade CATCH BASIN NOTE SEDIMENT TRAP REV6m: 1-10 ENGINEERING DEPARTMENT PLATEN : 5302A FILE NAME G: G SPECS 3302A See City Plate No. 3107 for riprap placement. ..2 tiVe U bolt fasteners per front. Install of 60' from top or bottom of pipe. ISOMETRIC NTS NOWT „5_ 1. All Reinforced Concrete Aprons shall be furnished & installed without Trash Guards 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from apron. _. All new Reinforced Concrete Aprons on existing pipe shall be tied to the first pipe adjacent to the apron. OF FLARED END SECTION 7-7 ReoSED, 2-10 PLATE NO.: FILE ENGINEERING DEPARTMENT 3108 NWff:Q SPECS 3108 FLARE TO MATCH -60x 50ZOF MOTH OF WALK A F -BASE DIAMETER OF 9 11 CL 5 UNDER ALL CURB & GUTTER 5 FT. MIN. LENGTI POST BACK OFCURB DOME SECTION 00000 oao 4 1 000000000 _ • `��__ OMeo as oao _- 1 5/8--2 31r 15 18'(1 W.) FRONT FACE L 3" R`-,� �4 OF CURB MIN B 1 5/e"-2 ]/B 00000 Tb A� 000000 L. 00 111 PLAN VIEW OF DIAGONAL RAMP 'e/1e"(ra.) 5 5/8'101W /9"WN. DOME SPACING CURB & GUTTER 4' 0• \\YCS 190 LSO LB. 1INTop .06 FT./FT. OR FLATTER® LOCATE) IN TLP B" SECTION A -A AS Co 3 v 0.06 R iSLOPE OF "RED BUT. (IF PERMIT. MAY EXISTING ONOITIONS DO NOT S• 4• USE 010 FT /FT.- 0.06 FT./FTSLOPE ) s• 5• 7. 6. e 3" e' o" MIN. 6• 3- B' 7' ELEVATION OF RAMP 'B 1D, 9' Q 1/2 INCH PREFORMED JOINT FILLER MATERIAL, MSHTO M 213. © WEN A MEDIAN IS NOT WIDE ENOUGH FOR Two PEDESTRIAN RAMPS AND A 46" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. ® 5' To 6'15 THE REWIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB. 4Q ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0' MIN. IN DIRECTOR OF TRAVEL AND SHALL EXTEND THE FULL MOTH (4' 0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY 4• a" WROTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST Al ATH THE ADJACENT WALKING SURFACE. THE ENTRE TRUNCATED DOME AREA SHALL BE A UGIT COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR, THE ENTRE TRUNCATED DOME AREA SHALL BE A DMX COLOR (GRAY) MEN THE ADJACENT SIDEWALK IS A -WHITE- OR LIGHT MAY CEMENT COLOR. SURFACE APPUED TRUNCATED DOMES OR STAMPED CONCRETE WILL NOT BE ALLOWED. TRUNCATED DOME AREA SHALL BE NEENAH DETECTABLE WARNING PLATE RQ54 THAT MEETS THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING SYSTEMS. Qrrof I3.° 4x,,1,° or se Only with Private Driveways, Parking Lots, or Medians. PEDESTRIAN B"MIN. CURB RAMP REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: 5215 nLE NATAEC: c sPEcs s21s TO MINIMIZE RUNOFF FROM SITE 8 -0" 4'-0"1 2'-0" 1/2"x6" Galvanized Balt. with Cut Washers (Carriage, Hex. or Sq.) .. 7-1/2• 1ta -� V-3 1/4" w E V-3 1/4" O = Nominal 1"x8"x8'-0" V-2" No. 1 MIN. Grade Lumber E- Ex. Ground m APPROX. N 2'-8x Treated Wood Posts 4"x4" x 8'-0" No. 2 Grade Lumber or better NOTE The barricade board face surfaces shall be fully reflectorized in alternate silver -white and red striping, using a reflective sheeting conforming to the requirements of Ml Spec. 3352.2A2a, Standard No. 1. Prior to installing the reflective sheeting, the barricade boards shall be given a complete tooting of White Wood Primer point conforming to MnOot spec 3513. followed by a second coat of white paint conforming to MnDot spec. 3531 applied only to the surfaces not covered with reflective sheeting. The barricade boards shall be completely painted and reflectorized sheeting applied before being installed on the posts. The barricade shall be placed 10'-0" from end of bituminous road, barricades to be centered on the roadway, to be facing traffic flow. Barricades to be installed in accordance with the Minnesota Manual on Uniform Trofic Control Devices. Ing Su•face Bituminous Curb 5, � 6" Shoe Formed N f TYPICAL wes BARRICADE REVISED: 1-10 ENGINEERING DEPARTMENT Pure no.: 5244 FILE NWEG: C SPECS 5244 NOTES 1. Grates to be made in (2) pieces 2. Ail molal shall be hat-dh xsd-galvanized See 09.11 A -A r57"0 an. 1 1/4"s1• net Steel. How p amoam or e 4" P.O. each way (4) 1/2" '1 UNC Hex Head Stainless Steel Bdte With Not. and Woahers Structure Requles (z) Piece Grate Per Dmemg 7 S 1/4" Steel Plate -- •• apq o wgoe 712-RhN. 9%,12' HWL outlet -NW..L. DETAIL A -A inlet \`a. MOnoliCony NOTES Pause Concrete Standard pipe bedding required an both inlet & outlet pipes. 2. Is last three joints. Use two tie bolt fastenem per johl. 00F POND OUTLET Omm CONTROL STRUCTURE REV NII io ENGINEERING DEPARTMENT PLATE3109 FILE NAMEQ SPECS 3109 a� A� I u,DnG I wN��Ay a1 i © i p ..Is or ® cwMfl > ^I yAN, 4'a MR. R res:. Po•1WR T VAN, A.I RRY NAT OF A� PLAN VIEWS ow OR AM1 o^e1K wwB. AM pIrTFR� N• A. NOW MAN wonvo •• ..aa o02 11.1T.MA5.1� cwYgETE .uA 0-0B ET m aE M.Im1{,RR SECTION A -A Pao F7.m,nH YAR. ELEVATION NOTES, TO Cel Go THE NWICANS RICK DM.K'M ACT OADC. ALL STATE A4aKRS ARE Mill TO Th.. TATS SlM PLATE. . 'WATIMS ARE LLLOMD MMVIOFD THE' MEET Mil WoRS-W-MY APO SSIBILM GUMLINES sexual. LOLL AGENCIES ARF PEWMO TO ADOPT Swa AR DLSI.. SHANa!-IIM PAINS MALL MAYS DETECTABLE .MIMGS AcRes TM LWW MIN OF PATI MN TIE PATH CNMSES A ROAD. OETECSABLG eMaNSS ARE HOT TO eE UID a sAExALIP aN PAPP sew CROssmp ALLEYS aN BESN RTIAL Noll OCITO eLE WARNINGS SNOvsED W£GE HDESTRIW ARC6s NGIfEs tip$; CBWkASGL BRnEr+Y3 TIMI AIK glOvlprp yjM tRAeF1C wnTRro O[v10E5 ON B1on i1ps1111Y p9N,I11O 1➢ ®ENAtE LThE a R18j pADO AONE6 AM CeFINEO AS AB6RLTE ELEVALICK D6FEIR%E HE LENLTH w eft. IAS ORVsro TO A RC IA1 E SLOFE Rae RESPECT 10 A CURB LINE We C. FL I MI Moew PI SISK Pel".fbll£TS. WI OVER CIRTHACiIONA ANE 11LLa IN THE RAW OR KIN W TRAVEL Qh"DXM CRANARK JB111. Ilk. PREFORIEa aONT m12R I ATEMAL• ..TO Al ill (2) PROYNj A 4'X 4•WHINY tweln6 SEE PWA FOR HHHOiM RMMIC al AND CROSS AON6 NEITHEF'. MF enter ANY E%Cifl. Ink Ft.R. AS Cw6TRIICTE9. SO^4CE TAE NFICIAIRE RARfl AT TwE SAF W oul new TIS OETEEr EiA&I WARNING STPhhl I5 A Messo RECiAW. Ro of En T TIE aus' OF A Al CUT® Lb Rue FORM TIE III .A CURB TO PRL THE 6+P. CS...VEA SNM:L K 2'4 WTI. M TIE n ACCTR: PFwF.V[,IpeaA AN THE mbC Bel on SIUL1 ATENO THE FILL SIMTH w TW CNre RYAN. 'Now RADIAL .+PAIRS sel M VAO W( IN OTHER, CMCARTAMs xNen THE FOGS Or THE WARNING SNKACE 3 NOT PAl I.L TME EDGE w THE OW. RAW PATH OF 1RAlel. M EDS M TK DETECTABLE .AA86 SURI LKiAD WAS W was TWM 3 hel FAIR re coo OF THE THAN, DETECTABLE V4 AREA sel CNRAW VCHILLY WITH THE ANJKENT GniTER."Intel OR WATIRAY. -TKA FRONT 6i GANA M OAK ON ETCOL vCCN3M11 MAY M whesfD ON THE FULL RAW SURNO C.L.N. THE FLARED I.S. $O Creas YCPE or INE RAW WT HOT EXCEED Oze FTJ 7. AS CONSTRUCTED. © ANY enk"CAL LIP THAT OCCURS AT TIE RM LTK WAY MIT M GREATER THAN L/A INCH. aPRWVE➢ MARCH 23,2011 STATE OF MDM$aTA sPEC1FQATTW STANDAR OEPAPTLEM OF TRUARPORTATTCN REi9FaM:E PLATE PEDESTRIAN CURB RAMP "" 7036G STAR PERPENDICIAAR DESIGN FABRIC FABRIC ANCHORAGE TRENCH. BACKFILL NTH TAMPED NATURAL SOIL o rf a z LOW W 2 o m « SILT FENCE TO �M 6' g ON CONTOUR. S mw IN. AND LENGTH :R SILT FENCE, PREASSEMBLED 1 2 VARIABLE SLOPE GRADE MAX LENGTH LESS THAN 2% 100 FEET 2 - 5 % 70p5 FFEEEET NOTES. 110-1020 % 25 FEET SILT FENCE PER MNDOT SPECS, SOURCE 2 GREATER THAN 20% 15 FEET SEE SPECS. 2573 & 3666. LOCATION OF SILT FENCE 01 To Protect Are. From Sheet now FOR SEDIMENT CONTROL Z Maximum Cont,11 g leo: 1 Acre VARIABESIRAOLE E SLOPE SILT FENCE NEAR TOE OF 1:�� SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL off or SILT FENCE REVISED: 1-10 ENGINEERING DEPARTMENT FIAre "o'' FILE NNIEG G SPECS 5300 5300 NOTE: MINIMUM OF 9 11 CL 5 UNDER ALL CURB & GUTTER 5 FT. MIN. LENGTI POST 6" Distance to r variable 5 FT. MIN LENGTH POST VI la AT 6 Ft MAX. SPACING MOTE%TLE FABRIC AT 6 FT. MAX. SPACING PLASTIC LP TIES GEpTEXTILE FABRIC .16 WIDE PLASTIC ZIP TIES JB" AIDE (5a Le. Tell 190 LSO LB. 1INTop r.i4 LOCATE) IN TLP B" 6"I LOCATED IN TCP 9" e1M TNAPEO 3"r 1/2"r Top Bituminous Material TRE COMPACTION ZONE iv a NATURAL SOL ROW FLOW FLOW « 9"MN, ROW AH A Concrete Curb and Gutter REVISED. 1-10 .�p1ENM.BACKFlILA� PLATE ND.: 5205 FILE NYE: G: G SPECS\3205 Curb Stop Carver Co. Coordinates: X__-_- Y____ Z_______ \ 2"drop 8" for I3.° 4x,,1,° or se Only with Private Driveways, Parking Lots, or Medians. lekc��gpy B"MIN. 6"MIN.DEPTH FOR ROCK oRC Wxm Top Bituminous Material S W10� 68"R TO MINIMIZE RUNOFF FROM SITE `a NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. MACHINE SLICE n A -A CONSTRUCTION 1 ENTRANCE 12" DEPTH 1ENGINEERING DEPARTMENT PLATE "D 5301 FILE E NAMED G SPECS 53M OL RADIJS SILT FENCE, HEAVY DUTY 1 2 SILT FENCE, MACHINE SLICED i 2 PLAre Ni 5204 AD FABRIC FABRIC ANCHORAGE TRENCH. BACKFILL NTH TAMPED NATURAL SOIL o rf a z LOW W 2 o m « SILT FENCE TO �M 6' g ON CONTOUR. S mw IN. AND LENGTH :R SILT FENCE, PREASSEMBLED 1 2 VARIABLE SLOPE GRADE MAX LENGTH LESS THAN 2% 100 FEET 2 - 5 % 70p5 FFEEEET NOTES. 110-1020 % 25 FEET SILT FENCE PER MNDOT SPECS, SOURCE 2 GREATER THAN 20% 15 FEET SEE SPECS. 2573 & 3666. LOCATION OF SILT FENCE 01 To Protect Are. From Sheet now FOR SEDIMENT CONTROL Z Maximum Cont,11 g leo: 1 Acre VARIABESIRAOLE E SLOPE SILT FENCE NEAR TOE OF 1:�� SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL off or SILT FENCE REVISED: 1-10 ENGINEERING DEPARTMENT FIAre "o'' FILE NNIEG G SPECS 5300 5300 NOTE: MINIMUM OF 9 11 CL 5 UNDER ALL CURB & GUTTER --227.02'- PPO' 6" Distance to r variable / tai VI la HIGH -LOW PT. 60' R DIUS //�00 60.25 IN FOR DRAINAGE 3"r 1/2"r Top Bituminous Material `O slope 3 4" er If 285'52'50"PRC` - FASTENED • -• Ay 190 60.25' 8" 18" MnDOT 8618 Concrete Curb and Gutter ♦ I b I-,�S 6"I Distance to CE variable 1/2"r 3"r 1/2"r Top Bituminous Material x r IND. 60' RA . 48. RAD. iv a -s . slope 10 2. PLUS 6' GRAVEL SHOULDER. (RURAL) 3 4" per MnooT Bsiz TYPICAL A Concrete Curb and Gutter REVISED. 1-10 ENGINEERING DEPARTMENT PLATE ND.: 5205 FILE NYE: G: G SPECS\3205 Curb Stop Carver Co. Coordinates: X__-_- Y____ Z_______ \ 2"drop 8" N 12" I3.° 4x,,1,° or se Only with Private Driveways, Parking Lots, or Medians. lekc��gpy 28"R 6"MIN.DEPTH FOR ROCK 12"R 16 Top Bituminous Material S W10� 68"R TO MINIMIZE RUNOFF FROM SITE `a NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. n ROCK A -A CONSTRUCTION 1 ENTRANCE re 1ENGINEERING DEPARTMENT PLATE "D 5301 FILE E NAMED G SPECS 53M o RADIJS REVISED. 1-10 1/2 DEPARTMENT PLAre Ni 5204 AD 2. SWING PES TO BE SHOWN ON AS-BUILTS PVC DRAINTILE FOR ALL ENDING POINTS TO ALL DRAINTILES. 17 1/2" 10 1/2" Surmountable 3, OPENINGS IN STRUCTURE FOR DRAINTILE TO Concrete Curb and Gutter 28' BE FABRICATED OR CORE DRILLED. ENGINEERING DEPARTMENT 4^ 4' 1 1/8"r APBituminous Su•face Bituminous Curb 5, � 6" Shoe Formed N f FILE NAME: a: C SPECS 5234 wes TYPICAL CURB 4" SUB -SURFACE AND GUTTER Will 3-10 ENGINEERING DEPARTMENT PLAre No.. 5203 n1E NAMED SPECS Baas X Y --227.02'- PPO' ISN-`.N� �• �iNiN / tai VI la HIGH -LOW PT. 60' R DIUS //�00 60.25 IN FOR DRAINAGE � CURB AND CUTTER 7 f I< 285'52'50"PRC` - FASTENED • -• Ay 190 60.25' ____ CIRCUM 45.5' RADIUS=285.88'/360' �� 601 ♦ I b I-,�S �"j_ ILS o` J STANDARD CUL-DE-SAC x r IND. 60' RA . 48. RAD. URBAN 60' RAO. 4RAD. RURAL 60 RAD 0'. "NOTE: 1. ALL DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB. 2. PLUS 6' GRAVEL SHOULDER. (RURAL) ON TYPICAL A CUL-DE-SAC REVISED. 1-10 ENGINEERING DEPARTMENT PLATE ND.: 5205 FILE NYE: G: G SPECS\3205 Curb Stop Carver Co. Coordinates: X__-_- Y____ Z_______ HYDRANT 2"drop OOPD P 081'10 1"-2" CLEAN CRUSHED ROCK I3.° 4x,,1,° M, N lekc��gpy A- 6"MIN.DEPTH FOR ROCK 10"MIN.DEPTH FOR WOODCHIPS 1 LNyp /r S W10� MtJLM�M 18" MINIMUM CUT OFF BERM 20 TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. OF aft IpI�V•I•p� ROCK A -A CONSTRUCTION 1 ENTRANCE REVISED: 1-10 1ENGINEERING DEPARTMENT PLATE "D 5301 FILE E NAMED G SPECS 53M A I" DIAMETER ROCK FILTER yY �•�eti• •T •. `may:` `i-• ii I I.%:`I N I • �iY�t•"� y"�iTq N N I N •� ISN-`.N� �• �iNiN o Z TNN.• •^N I �� Ttit�iT N N�:Ir a FENCE PER DO SPECIFICATIONS,• •• • �i�•�i�i� MACHINE SLICED WOVEN P.C. FASTENED • -• Ay PLASTIC ZIP TIES - • SLICED) Z tui p�p�• S 6wiw 4 OSI ••M� .i. ygyn 4Th JpP4♦4q X4.4. 24 "O i�a4.pA�� FAL 4�4. JP Jr' CATCH BASIN IN RADIUS o` M I' P P _ Length, Size and Type of Service Pipe B618 CURB ti o & GUTTER aHTRANSITION SURMOUNTABLE 1 CURB &GUTTER A A TYPICAL RESIDENTIAL RADIUS - 20' Length, Size and Type o/ Service Pipe__ TYPICAL COLLECTOR RADIUS - 30' SPEC 2506.28, 6" height Curb Stop Carver Co. Coordinates: X__-_- Y____ Z_______ HYDRANT 2"drop L10' long transitional height tumin9 � 4" height ❑ Check if Sewer Service Riser Installed Perforated PVC, or SLOPE TO ROADWAY pS CURB P • 4" CLASS 5 BASE interior corrugated -IIIIII-III-_ RIDGID SDR 35 IIIIIIII-III IlIZZZZT 2. USE 8" THICK FOR COMMERICAL DRIVEWAY CROSSING. JOINT SPACING AT 5' INTERVALS- EXPANSION JOINT SPACING AT 100' CONCRETE3 INTERVALS AND WHEN ABUTTING EXISTING OR STRUCTURE T MNDOT B618 CONC. C & G SURMOUNTABLE C & G SECTION A -A �YI -COLLAR NOTES PIPE SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NON-GASKETED) TYPICAL CURB 1. CLEANOUTS REQUIRED AT 300' INTERVALS & stmataws ouch a buumne ewnes, lye boxes, mwnaea, catm emMa, nyd.anta em. nee t,,-. eeA, power Odea, RADIJS REVISED. 1-10 ENGINEERING DEPARTMENT PLAre Ni 5204 fllE NAME G: C SPECS\5204 A I" DIAMETER ROCK FILTER yY �•�eti• •T •. `may:` `i-• ii I I.%:`I N I • �iY�t•"� y"�iTq N N I N •� ISN-`.N� �• �iNiN `I^,�WI� TNN.• •^N I �� Ttit�iT N N�:Ir •11-1 NINaN� NOTE*SILT FENCE PER DO SPECIFICATIONS,• •• • �i�•�i�i� MACHINE SLICED WOVEN . •FILAMENT, 36- WOE AREA IN T WITH. GRATE FASTENED • -• WITH 3 •LB) TENSILE STRENGTH PLASTIC ZIP TIES - • SLICED) Z tui p�p�• S 6wiw 4 OSI ••M� .i. ygyn 4Th JpP4♦4q X4.4. 24 "O i�a4.pA�� FAL 4�4. ♦ O W YAw4n4W+ RUNOF • .a.•w o R• -N_fF-S-S. . -RIC. 24 FILTERED WATER SECTIONA 1 M I' CASING, RINGS & STRUCTURE. _ Length, Size and Type of Service Pipe OFFROAD CATCHBASIN o FILTER BARRIERVARIABLE Distance Sewer Main to Riser __+__ Riser Height ------- 1 N W IwII Stn. at P.L. frommDownstream Manhole_ + from / �--- GRADE TO DRAIN Length, Size and Type o/ Service Pipe__ CLAY SUB -GRAD SPEC 2506.28, 4" PERFORATED PIPE Curb Stop Carver Co. Coordinates: X__-_- Y____ Z_______ HYDRANT VALVE BOX Iw1� ❑ Check if Sewer Service Riser Installed Perforated PVC, or SLOPE TO ROADWAY pS CURB P • 4" CLASS 5 BASE interior corrugated -IIIIII-III-_ RIDGID SDR 35 IIIIIIII-III 1. TYPICAL 6" THICK CONCRETEI 2. USE 8" THICK FOR COMMERICAL DRIVEWAY CROSSING. JOINT SPACING AT 5' INTERVALS- EXPANSION JOINT SPACING AT 100' CONCRETE3 INTERVALS AND WHEN ABUTTING EXISTING OR STRUCTURE CONCRETE NM�.Irv;SIDEWALK PIPE DETAIL GROUT AROUND NOTE- -COLLAR NOTES W Westwood Professional Services, Inc. I hereby certify that this Plea wee prepared by lee or Tinder my Rarrizil 1212 Red Fox Rd. direct supervision end that I am a drily licensed PROFESSIONAL 1 DH PII Prepared for: Arden Hills, MN 55112 ENGINEER Tmder the lamof the State of MinneeMa 07/14/10 City Review Comments Chanhassen Residential Development 011 /30/12 City Review Comments DH IT P PHONE 651.2684600 ( }/���) II 03/20/12 City Review Comments and 3rd Addition Record Drawings FAX 651-288-0659 ��L"'L--- / I 02/15/13 4th Add. Record Dwas Drinl CWG One Corporate Center III, Scute 300 TOLL FREE 1.888-937-5150 Frands D. Hagen II, PE 03/15/13 5th Addition 7300 Metro Blvd. westwopd 06/21/13 IMS M/21/13 Block Number Revisions Record ��e-.�/ ww1�M Edina, Minnesota 55439-2302 w.westwoodps.com Dal No. NEENAH R-4342 GRATE OR APPROVED EQUAL -loll HUB NTH THREADED METAL PLUG AGGREGATE BASE CONC ADJUSTING FINDS (2•) SEWER, WATER OR COMBINATION SERVICE (CIRCLE ONE) METAL TOP PLUG MADE OF MATERIAL TO ALLOW LOCATES Street Name__--_ - ------- - -- ----- --- VIA METAL DETECTOR. MIN. 2 FINISHED GRADE SEWER: Downstream Manhole No.__ MAX. 4 MNDOT SELECT GRANULAR BORROW rc 'o _ _% Distance from Sewer Main to Cleanoul-------- COURSE FILTER AGGREGATE fi" THICK CON CASING, RINGS & STRUCTURE. _ Length, Size and Type of Service Pipe - / MNDOT 3149.2H o (SIZE AS PER PLAN) Distance Sewer Main to Riser __+__ Riser Height ------- r 12" DEEP N W IwII Stn. at P.L. frommDownstream Manhole_ + from / �--- GRADE TO DRAIN Length, Size and Type o/ Service Pipe__ CLAY SUB -GRAD SPEC 2506.28, 4" PERFORATED PIPE Curb Stop Carver Co. Coordinates: X__-_- Y____ Z_______ NOTCH CLAY SUB -GRADE GEOTEXTILE WRAP (3733• TYPE 1) FOR PIPE PLACEMENT TRENCH DETAIL ❑ Check if Sewer Service Riser Installed Perforated PVC, or F - Denotes Sewer Service End O -Denotes Wuter Serves End Dual Wall smooth REINFORCING TO CONSIST OF interior corrugated -IIIIII-III-_ RIDGID SDR 35 IIIIIIII-III PE pipe. -_---= II -III-III-I I I_I I I -III III -I 10' WALLS TO BE PRECAST SECTION 6" CONC. PIPE DETAIL GROUT AROUND NOTE- -COLLAR NOTES PIPE SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NON-GASKETED) SSeenfi.. Hes all be ewng ties of no! more than 100' in Real baleen he points and ANN be Dad to pummel 1. CLEANOUTS REQUIRED AT 300' INTERVALS & stmataws ouch a buumne ewnes, lye boxes, mwnaea, catm emMa, nyd.anta em. nee t,,-. eeA, power Odea, property c.m."., ldephOn w OR ", boN. will nal be accepted. If a o On ehucture ra wAbe i Mh a US ALL ENDING POINTS. SUB -SURFACE tiff of STANDARD SERVICE 2. SWING PES TO BE SHOWN ON AS-BUILTS PVC DRAINTILE FOR ALL ENDING POINTS TO ALL DRAINTILES. ( TIE CARD 3, OPENINGS IN STRUCTURE FOR DRAINTILE TO CLEANOUT BE FABRICATED OR CORE DRILLED. ENGINEERING DEPARTMENT 4. THIS DETAIL TO BE USED WHEN 2' OR MORE REVISED. 1-10 OF EXISTING SOIL SUB BBpCUT IS NECESSARY. Pure NO, 5221 FILE NAME: a: C SPECS 5234 FILE NAME P. D SPECS\3221 IAl1Yi 4" SUB -SURFACE DRAINTILE REmED`3-oa ENGINEERING DEPARTMENT PLATE No_ 5232 FILE NlWL'G G SPECS 5232 NEENAH R-4342 GRATE OR APPROVED EQUAL BASE SHALL BE 6' IN PLACE OR 57 CATCHBASIN (27" 1 DESIGN SPECIAL 2 �W+mII,0�[ TYPICAL 27" DIAMETER l CATCH BASIN REV6ED:2-10 nAre NO.: ENGINEERING DEPARTMENT 3103 FllE NMIE Q C SPECS 3103 CITY PROJECT N0. HUB NTH THREADED METAL PLUG CITY OF CHANHASSEN CONC ADJUSTING FINDS (2•) SEWER, WATER OR COMBINATION SERVICE (CIRCLE ONE) METAL TOP PLUG MADE OF MATERIAL TO ALLOW LOCATES Street Name__--_ - ------- - -- ----- --- VIA METAL DETECTOR. MIN. 2 FINISHED GRADE SEWER: Downstream Manhole No.__ MAX. 4 Elevation at C.L. of Sewer Main— Is _ _% Distance from Sewer Main to Cleanoul-------- MIN. 1/4" MORTAR BETWEEN fi" THICK CON CASING, RINGS & STRUCTURE. _ Length, Size and Type of Service Pipe CLEANOUT RISER _ ________ ............. Depth at P.L__ (SIZE AS PER PLAN) Distance Sewer Main to Riser __+__ Riser Height ------- 4- -III-III-III I -III -III- CIXLAR () MORTAR SHALL MEET MI Stn. at P.L. frommDownstream Manhole_ + from In Length, Size and Type o/ Service Pipe__ w SPEC 2506.28, a Curb Stop Carver Co. Coordinates: X__-_- Y____ Z_______ 31" NOTE: ❑ Check if Sewer Service Riser Installed TJ"DIA F - Denotes Sewer Service End O -Denotes Wuter Serves End A REINFORCING TO CONSIST OF -IIIIII-III-_ RIDGID SDR 35 IIIIIIII-III s" 84 BARS AT B' O.C. BOTH WAYS -_---= II -III-III-I I I_I I I -III III -I 10' WALLS TO BE PRECAST SECTION contractor F.. NOTE- OR CONC. SEWER BLOCK Location and Depth W Bernie. CaraRed by SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NON-GASKETED) SSeenfi.. Hes all be ewng ties of no! more than 100' in Real baleen he points and ANN be Dad to pummel - PRE -CAST OPENING AS WOUIRED BASE SHALL BE 6' IN PLACE OR 57 CATCHBASIN (27" 1 DESIGN SPECIAL 2 �W+mII,0�[ TYPICAL 27" DIAMETER l CATCH BASIN REV6ED:2-10 nAre NO.: ENGINEERING DEPARTMENT 3103 FllE NMIE Q C SPECS 3103 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 Partners, LLC The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Minnesota CONTRACTOR: BURSCHALE CONSTRUCTION RECORD DRAW/NG 4TH ADDMON CONFORMING TO CONSTRUCTION RECORDS BY Jerrod McCarty DA 7F 02/15/13 WESTWOOD PROFESSIONAL SERVICES City Project # 10-xx Latest Revision Date: 06/21/13 05/26/10 20101049DTFo2.DwG Date: Sheet 18 OF 18 Construction Details CITY PROJECT N0. HUB NTH THREADED METAL PLUG CITY OF CHANHASSEN TO BE SET AT FINAL GRADE. SEWER, WATER OR COMBINATION SERVICE (CIRCLE ONE) METAL TOP PLUG MADE OF MATERIAL TO ALLOW LOCATES Street Name__--_ - ------- - -- ----- --- VIA METAL DETECTOR. Lot Block --Addition Name_ _ FINISHED GRADE SEWER: Downstream Manhole No.__ Sta. at P.L. from Downstream Manhole_ _-+ _-__ Elevation at C.L. of Sewer Main— _ _% Distance from Sewer Main to Cleanoul-------- % of Grade for Service to be mstolled__ ONE PIECE PVC SDR. -35 _ Length, Size and Type of Service Pipe CLEANOUT RISER _ ________ ............. Depth at P.L__ (SIZE AS PER PLAN) Distance Sewer Main to Riser __+__ Riser Height ------- 4- -III-III-III I -III -III- WATER. Downstream ManholeNo._ _ Stn. at P.L. frommDownstream Manhole_ + from In Length, Size and Type o/ Service Pipe__ w Depth at P.L.-_ a Curb Stop Carver Co. Coordinates: X__-_- Y____ Z_______ -III-.0Ex I -I I (-I I I LONG TURN ❑ Check if Sewer Service Riser Installed -III T -Y SDR. -35 F - Denotes Sewer Service End O -Denotes Wuter Serves End - III -III -I I I I I -III -III -I I I-IIII I (SHOW SKETCH NTH TIES HERE) -IIIIII-III-_ RIDGID SDR 35 IIIIIIII-III -_---= II -III-III-I I I_I I I -III III -I 10' contractor F.. NOTE- Ted by Date Location and Depth W Bernie. CaraRed by SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NON-GASKETED) SSeenfi.. Hes all be ewng ties of no! more than 100' in Real baleen he points and ANN be Dad to pummel 2. CLEAN OUTS SHALL BE SPACED AT 300' INTERVALS (MAXIMUM) stmataws ouch a buumne ewnes, lye boxes, mwnaea, catm emMa, nyd.anta em. nee t,,-. eeA, power Odea, property c.m."., ldephOn w OR ", boN. will nal be accepted. If a o On ehucture ra wAbe i Mh a US SUB -SURFACE tiff of STANDARD SERVICE PVC DRAINTILE 1 ( TIE CARD CLEANOUT IflT,ISE1 1-io ENGINEERING DEPARTMENT PLATE NO'1 5234 REVISED. 1-10 ENGINEERING DEPARTMENT Pure NO, 5221 FILE NAME: a: C SPECS 5234 FILE NAME P. D SPECS\3221 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 Partners, LLC The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Minnesota CONTRACTOR: BURSCHALE CONSTRUCTION RECORD DRAW/NG 4TH ADDMON CONFORMING TO CONSTRUCTION RECORDS BY Jerrod McCarty DA 7F 02/15/13 WESTWOOD PROFESSIONAL SERVICES City Project # 10-xx Latest Revision Date: 06/21/13 05/26/10 20101049DTFo2.DwG Date: Sheet 18 OF 18 Construction Details PLAFILE . THE PRESER VE A T BL UFF CREEK 5 TH A DDI TION C.R. T NO DOC. . KNOW ALL PERSONS BY T ESE PRESENT55 not Defiler Land Company LLC, o Minnesota limited liability comPanY, owner of the following any comm ary OF CHAMG=g/( ANWESOTA described property situated in the Count, of Carver. State of Minnesota, to wit This plat of 7NE Pel£ AT B,ERF CTEEK 5Rl ADBRON was approved and accepted by the City s and Coiof the City i ofc hanha sen ifh Minnesota at a regular meeting thereof held this day of 20—a' p n w Me provisions of Minnesota Statutes, Section 505.03. Subd 2. City Council, City of Chanhassen, Minnesota Outlet B, THE PRESERVE AT BLUFF CREEK IST ADDIROV and QrtIal C RI£ PRESERVE AT BLUFF CREEK ITN ADDITIDN, according to the recorded plats thereof. both In Caws County Minnesota By Has caused the some to be surveyed and plotted as TIE PRE65Rl£ AT BLUE CREEK STR AMMIN and does hereby donate and dedicate to the public for public use forever the easements as shown on this plat far drainage and utility purposes only. By COUNTY S/RKTOR. Cosier Coantyt Mbnnesaid In witness whereof said Defiler Land Company, LLC. o Minnesota limited habrlity company, has caused these presents to be signed by its Pursuant to Chapter 395, Minnesota Laws of 792I, this plot nos been approved this day of proper officers this day of 10 10 DEQER NID COEEANY, LLC STARE OF YIESOTA LOLWTY OF Me foregoing Instrument was acknowVedged before me this by its company, an behalf of the canpany Rotary Public. My Commission Ejesws County, Minnesota By Its day of 20� of Defiler Land Company, LLC. a Minnesota limited liability Owe. —ora L Craig W Morse. do hereby certify that this plat was prepared by me or under my direct supervision; that I on, a duly Licensed Land Surveyor in the State of Minnesota: that this plat iscorrect representation of the boundary survey, that all mathematical data and labels a correctly designated an this plat. that ail monuments depicted on this plat have been, a wiff be correctly set within one year, that all ,water boundaries and wet lands, as de! ed in Minnesota Statutes, Section 505.01, Subd. 3, as of the dote of this certificate are shown and labeled on this plat. and as public ways ere shown and leashed an this /at Doted this day of Craig W. Morse, Licensed Lord Surveyor Minnesota License No. 23021 STATE OF MINNESOTA CBA/TY OF NelNEPM This instrument was acknowledged before me an Notwy Public. My Commission Erpires County, Minnesota 20— by Craig W. Morse. ,lahn E Fresmyer, County Surveys, La^W A&VTOR—REASERER. Cosmo O"Ot MlvMnptb I hereby certify that to. payable in 10_ and prig years ham been paid I land described on this plat. Doted this day of 10 Laurie Engslen, County Audia,17,. urer OOEMTY RECOROER, Caste cunei AAMN9060 I hereby certify that this plot of RE P/ESERW AT B,UF CREEK 5R/ ADOERCI9 was Med this 20of .'dock M, as Document N. Mork Lundgren, Carver County Recorder CC) teS day o/ CITY OF CHANHASSEN RECEIVED JUN2�'r� CHA WASSEN PLANW,(. -T Westwood Professional Services, Inc. n N01 °05'17'E 29.00 --c TI l!— I !7C o\ z N88°54I3'W I84. d-J°5�'il"� R-VaM 15.18 I M01005*17E 19.83 -- W1J1ti3/_I r C, v r-Ti���-r"1v� �✓ilial. (t✓ J _il ft n JCLr^r-OI rr- I l\L_JLl\VI_ n� Irl n7' v� vvlL_vl p, I r r-r- L.Ul 1 01to." 50 so Iso n In ronae leaf -- - r ----------i I xm°s4'ow rises I r•L1 [-C-li I 8 wrr 1 M!p°N'IJw r3i°T I _ /EMSe"Ilw ___J e y 2 i Ik 8: ua°Ir4 Y L_ Nm -432!,.coe -J g ISr RR L__ Nm^.sf4_.T_r 14zm --J C____ ____J 9 I ------------ a- iw..r.a.uvm j88 I uaar $I IL 1 0l 9 Neo^sf..Iw rnm J a n L Nf•Y°I_QnW MM ----------- I I 4 8 I 81 AIIllfnl ^ul 4 1 V, I ALI l I 1V , I I _-_________J __ L ------------ J L. J THE PRESERVE A T BLUFF CREEK 5TH ADDITION so 0 50 so Iso SVMe In leaf Or.M." and Wiity E.nte are .s .thus: I I I I-5 4 I ICY IO 10 -vasr wxnsar cm J____J L____cc L_____ I a®r rsr 4M'IATI i MFmv[SrlAr/IE°rl_AD (No Scde) X01 A uE /'SYRK Al - 9eh9 5 feetq width, mkv off t m nakafed aur rarr. rrr Aavrlm arW odpirh9 1°t late,-. arM IO (eef it - t nd Y odjonir9 ryht-o/-wY Mas m .Mawr m the plot I \ The orketafi°° of this beorm9 swtwn is based be the east line of L flof G THE PRESERW AT RLUEE CREiN 4M ADD/RON ehich is assumed to bear N 01°0577' E o denotes 1/1 nM by 14 hM Ym monument set and MMed by Lknse Na. 13011 ° Denotes 1/1 h by 14 rtM km monument found and meked by Lkense Na. 13011 Westwood Professional Services, Inc. 0 r Ll THE PRESERVE A T uta anarG RR me-_, Al ML rJ AN Ap1MW +W sE qx or AT SlUl.-_ RflE��A,61 \ _ m BLUFF CREED CREE1f AN AXI. SONE P° WIlOr C. aREYflK-• ^ Z AI &. UFS CRE£N AM ApCIndV . 5TH ADDITION 16-o0+r or / R -Z90 790 .4, bM1 orient fhi a{ fth, bef Cuf system u ♦1 based on the east line o/ Outtot C. INE PRESERVE AT BLUFF b.E A 4N AD17' E wM1ich is assumee to bear N DI°05'1 J" E / ea o Denotes 1/2 mh by 16 nM Non monument / set and mar by License No. 23021 • Denotes 1/2 mn by 14 mn mon m..m t re found and marked by License Na 21021 60 0 60 W 120 Ip xme m feet / Y� oroinoge and uraay Easements ore anawn mss: ` / Dpr-fir-pi - i /\L_JL/\VL_ 5--� I �5 \ / AS d yb ♦ �S. 10 t0 \ \ \ / DM1S / ♦♦♦ I I � �T (D ♦ �{ wu^aAxr (No SCola) / r%L_ •• C7 <t' /s \ �3. i .' 10.W Being 5 feet ar width, unless otherwise indicated, ��� r / ,i�ry6�6' (D ♦♦♦�% / , and adjommg lot lines. and 10 feet m w;dM and \ - \ i `� �.6 J�1 `� /;♦♦♦♦'Ate p ♦ �' //R b�'. adjc,mmg right-of-way Imes as snows on roe plat \ �/ �(� Day / SC ♦ w ♦ ♦ / $ s" r 60 / �' ♦ ♦'b ♦�♦' 4h / /♦ \ \ ♦�J / ,,k d � 6i of ♦♦♦ase / ♦♦ ♦`s //tPhM� y 8 4 �M14 ♦♦\♦ s ♦♦�/ $4M Oa as w r S S. meq♦ ♦♦♦<-; /y O of ♦J� / i4 ♦ S ♦♦♦�♦ //�8 OVILOT D T V 1" / 3 �♦ ♦ v n'4w 8•� If �1.✓1♦ Poo / �� 4 e `v/0A D+�eD'�.a'4/..(♦♦ /�:��w 'fit 1t' li v / �e b•; a\: / p♦ ♦ / J I / `yam\- ♦ v / '�r�t✓ 3j655 n -r L�L_V �r ♦\4 ♦♦v/e��� J•.` of d� Njlojj lli :j -EMY rx n' 'T i I '+p ♦�• T FILE No. Westwood Fict ionei Services, Inc. h oA�Y� OflILOT F y, I \ L_ L_ / \ % O ^ \ \ A / mryBRi A l .: ! y-llJ L/l I l 1Jl V Ecrr a 9En.No-. � 1 / aD a $ 'f IS65 T FILE No. Westwood Fict ionei Services, Inc. THE PRESER VE A T BL UFF CREEK 5 TH A DDI TION KNOW ALL PERSONS BY RESE PRESENTS Mat Degler Land Company. LLC, a Minnesota limited lability company owner of the following described property situated in the County of Carver. State of Minnesota, to wit: Oudot B. THE PRESERVE AT BLUFF CREEK IST ADDITION and Outlof C. THE PRESERVE AT BLUFF CREEK ITN ADDITION, according to the recarded plats thereof both in Cower County. Minnesota. Has coiled the some to be surveyed and platted as HE PRESERVE AT B.UEF GEEK STN ADDITION and does hereby donate and dedicate to the public /or public use /caner the easements as shown on this plot /ar drainage and utility purposes only arr COUNC(, any OF CMANHASSM MWRSOIA This plot of THE P/ESERI£ AT BLUFF" CREEK STN ADDfTCW was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this day o1 20� and sold plot is in compliance with the pronskms of Minnesota Statutes, Section 50503. Subd 2 City Council, City o/ Chanhassen. Minnesota By By In witness whereof said De la Land Com -y company au sign y i COUNTY Chi' CaL� harex< MMmM g pony. LLC. o Minnesota limited liabibthas caused thea presents to De d b its Pursuant to CM1OPter 39@. Minnesota Laws o/ 1911. this plat has been approved this day of proper officers this day of 10_ 20� OEGEER LAND OOVPANY, LLC STALE OF AIN930TA COUNTY OF Me foregoing insbumeat was acknowledged before me this by its company on behalf of the company rw-0 Notary Public, My Commission Expires County, Minnesota By Its day of 20— of Defiler Land Company, LLC. a Minnesota limited liability . nw. I, Gag W. Morse. do hereby certay that this plot was prepared by me or under my direct supernsion; that I am a duly Licensed Land Surveyor in the State of Ainnesotq' that this plat is a carrecf representation of the boundary surrey, that dl mathematical data and Labels are correctly designated an this plat; that all monuments depicted an this plat have been. or wN be correctly set within one year. that all wafer boundaries and wet lands, as defined in Minnesota Statutes. Section 505.01. Subd. 3 as of the date of this certificate ore shown and labeled an this plat, and all public ways are shown and labeled on this plot Dated this day o/ Craig W Morse, Licensed Land Surveyor Minnesota License No. 13011 STATE OF AMWES7TA COUNTY OF "1 NEPN This instrument was ocYnoeledged before me an Notary, public My Commission Expves of County. Minnesota by Craig W Mose. . w..a Jahn E Freemor, County Surveyor COUNTY Atvnm TREASURER, Calc CantX MMrata I hereby certify that form payable in 20_ and pica fears nave been paid far land described an this plat Dated this day of 20 Laurie Engeten. County Audifor/Treaxrer COUNTY RECORDER.. Ca Ca Tjt Mb W I hereby certify that this plat of TTE PRESERW AT BLUFF GREEK STN ADDIZZOW was Fled this day of 20— at o'clock �M, as Document No. Mart Lundgren, Carver County Recorder CITY OF CHANHASSEN RECEIVEr) JUN � i /,::, CMICHASSEN PLANNING DEPT Westwood Professional Services, Inc. a J N01 N01 °05'17'E 29.00 —.- rr Ir I r7L / Z LN88054-4.3'W 164. d-3°5r1Y Ram=00IS 18 N01005'17"E 19.63 -- refilARIAM rrlr• ,rC I �(1� �!!1 n✓ IJ N88054'43'W 405.00 a 8 THE PRESERVE A T BLUFF CREEK 5TH ADDITION 50 0 gi 50 150 Scde e4i II I n feet I W I II 0 I 2 I N68°54'43'W rr; 100.00 �•� �7-Ir-,^ren rr , l\LJLI\VL I �I� I i iL I I rl) curmmnmr c-__ c, vv n.v t I zz A nt �L. vi i 1 I Ci 8 rs � xee°.sc'nw ea ,., xim xiao u psbsuw AN Mm ° ° - _`. OVILOT 8 8 $ w m 2 Nae^a.ww r4zop 1 <i �-a-;• IM26 r_______�w I 81 -rl 1 18 c_ n 1 r -r-1, I 81 ..l \L_Lf� 18 gl a I r.l �u1 KI Ytr7 uvwr 1 18 �I YY7 I Lo _ J NY°N'NlY 115W l61°54IJw r12M - <a c!? 881 r----------� r=��---------i ' 2 In 81 carr.¢• 2 Io — 18 81 8 gl 2 la W L______gum 3 _J y --- ___l � 8 r ------------ I arrear Auum-.--� I 2 ro L_ Nae^3"'AJw r1SM I Hb^.N'IJw H w 'a r____________i I I 8 I �8 8 I Iw 81 Anne l g I°I I I vll I gl 4 I I r-II/LyI v v I a 8 THE PRESERVE A T BLUFF CREEK 5TH ADDITION 50 0 50 50 150 Scde n feet Dram"e and Utaity Easements are shown thus, 1 5J 1L I I ----- 10 I I lD ' (Np Scdd) llemq 5 feet m width, unless othereise indcated, and adjoinktq tot rues, and 10 feet e, width and 00pming right-of-w°y tines ae s110m m the plat Me orlantattm of this bearing syetem le based m Me east line of Oudot C• M, PRESERVE AT RLU/ CREEK 41N ADDt110N (Mich is assumed to bee N OI°0571' E o Denofes 1/2 klch by 14 itch ban mmumant see and marked by License No. 23021 • Oe,otes 1/2 nM by 14 »ch ion manumant d and maked by License No. 23021 Westwood Professional Services, Inc. 11 THE PRESERVE AT BL UFF CREED 5TH ADDITION E. u aWROT AT auT w JE cox a s a wxbr t ArT stat narBr 4DI 16-004110; / R-660.00 7.90 the oven Potion o/ this of c)ut system is Dosed on AT east Ike o/ f 4M C, V ehimhPREStf AT BLUFF CWEaeorN 01 AD01TlON Mich is aswmed to bed N Ol°05'1]" E / 41 o Denotes 1/2 Inch by 14 inM iron monamevt / set and maOed by Lkense No. 23021 • Denotes 1/2 inch by 14 inch ion monument Awnd and marked by License Na 23021 w 0 40 m 120 Sade m /set \ / Mainoge arM UtirtY Errsunenfs arc stows thux ` I I / :)LIC-�-. r-✓, ^_ J l\L_JL_I\vl_ s 10 I I f0 (No Scale) �7% \ s- \ .�f. so-/ \ �4T°IlbF fam Being 5 /set m width, unless otherrise mdkatM. and adjomng bf liner and 10 Trot in width and 2 adPining ri ht-o%way Imes n shown on the plat. \/ ��{{.� f D / ♦ \ \,A \ \ / fP $S' to eaw N« t 1� � � �� J"e. �\ \\\\iso /�Y •M1,t�`�S ____j w.w /i'3, i 1f �vl h �✓1 / i � �'S ev \\,/6�p�g'.o'`,'yM1M1i /'\�\ / "\`4$ 2 (�✓\✓ - 3. � � h e., \\ate �\\\\ /�iP8 / / rU'.-�'rh✓ 316.65 T L'L.I/lC if dlH_OT E X.. i-, L_ r A - X No g20 10 �0 I \ � � �� • rlLlVl l IVl v I GAJ%9'I] -1=6= PLAT FILE NO. C.R. DOC. NO. Westwood Professional Services, Inc. 6 `2010 Westwood Profouiond Se ,N . Inc. Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets Vicinity Map The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota Prepared for: Chanhassen Residential Development Partners, LLC One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439-2302 CITY OFCHANHASSEN, Contact: Todd Baumgartner RECEIVED Phone: (952) 897-1707 JUN 2 7 2013 Fax (952) 897-3534 CHANHASSEN PLANNING DEPT Prepared by: ". vwm.w4lelRVanIS�Nfµ lnc ut2lw rm lls ANvI t� FAN sHx n101E 61-Mt4cW rAx et.>saPa IOILFIEE t�i150 WCIRVYOOd RwyRERwvoodeamm Project number: 2010-1049 Contact: Francis D. Hagen II, P.E. Phone: 952-906-7483 CONTRACTOR.' BURSCHWLLE CCNS7RUC77ON FIECORD DRAK M 41h ALK MOV CONFORMING 70 CONS7RUC770N R[CS. BY Jerrod McCarty DA7E'02/15 2013 INDEX REVISION DESCRIPTION 1 COVER CITY REVIEW COMMENTS OVERALL PLAN w/LIGHTING & SIGNAGE E SANITARY SEWER and WATER MAIN — RIVER ROCK DRIVE NORTH ADD TEMPORARY TURNAROUND TO END OF DEGLER CIRCLE SANITARY SEWER and WATER MAIN — DEGLER CIRCLE 3 SANITARY SEWER and WATER MAIN — MILLS DR. REVISED END CONSTR. MILLS DR. SANITARY SEWER and WATER MAIN — RIVER ROCK DRIVE NORTH (PRIVATE) & DEGLER LANE 4 SANITARY SEWER and WATER MAIN — RIVER ROCK DR. S & JEURISSEN LANE 8 SANITARY SEWER and WATER MAIN — REAR YARD SANITARY SEWER CONNECTION 9 SANITARY SEWER and WATER MAIN — WATER MAIN CONNECTION 10 STORM SEWER and STREET CONSTRUCTION PLANS — RIVER ROCK DR. N. 11 STORM SEWER and STREET CONSTRUCTION PLANS —DEGLER CIRCLE Ci STORM SEWER and STREET CONSTRUCTION PLANS —MILLS DR. & RIVER ROCK DR. N. (PRIVATE) CRE vIFV 14 15 16 STORM SEWER and STREET CONSTRUCTION PLANS — RIVER ROCK DR. S & JEURISSEN LANE STORM SEWER and STREET CONSTRUCTION PLANS — BACKYARDS CONSTRUCTION DETAILS & TYPICAL SECTIONS /7 18 oiG/ ADD IRRIGATION SERVICE } 9 02/15/13 4TH ADDITION RECORD DRAWINGS 1,2.4,11,13,15-18 10 03/15/13 5TH ADDITION ALL 11 06/21/13 BLOCK NUMBER REVISIONS Lake WVEC . 'S,R. rw W o mox QGJ L CT - 91. M. 1.R..R k �4c y a i i154��® ® L Rva d f O SITE TU� f + �s (Not to Scole) j ^ The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota Prepared for: Chanhassen Residential Development Partners, LLC One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439-2302 CITY OFCHANHASSEN, Contact: Todd Baumgartner RECEIVED Phone: (952) 897-1707 JUN 2 7 2013 Fax (952) 897-3534 CHANHASSEN PLANNING DEPT Prepared by: ". vwm.w4lelRVanIS�Nfµ lnc ut2lw rm lls ANvI t� FAN sHx n101E 61-Mt4cW rAx et.>saPa IOILFIEE t�i150 WCIRVYOOd RwyRERwvoodeamm Project number: 2010-1049 Contact: Francis D. Hagen II, P.E. Phone: 952-906-7483 CONTRACTOR.' BURSCHWLLE CCNS7RUC77ON FIECORD DRAK M 41h ALK MOV CONFORMING 70 CONS7RUC770N R[CS. BY Jerrod McCarty DA7E'02/15 2013 NO. INDEX REVISION DESCRIPTION 1 COVER CITY REVIEW COMMENTS OVERALL PLAN w/LIGHTING & SIGNAGE E SANITARY SEWER and WATER MAIN — RIVER ROCK DRIVE NORTH ADD TEMPORARY TURNAROUND TO END OF DEGLER CIRCLE SANITARY SEWER and WATER MAIN — DEGLER CIRCLE 3 SANITARY SEWER and WATER MAIN — MILLS DR. REVISED END CONSTR. MILLS DR. SANITARY SEWER and WATER MAIN — RIVER ROCK DRIVE NORTH (PRIVATE) & DEGLER LANE 4 SANITARY SEWER and WATER MAIN — RIVER ROCK DR. S & JEURISSEN LANE 8 SANITARY SEWER and WATER MAIN — REAR YARD SANITARY SEWER CONNECTION 9 SANITARY SEWER and WATER MAIN — WATER MAIN CONNECTION 10 STORM SEWER and STREET CONSTRUCTION PLANS — RIVER ROCK DR. N. 11 STORM SEWER and STREET CONSTRUCTION PLANS —DEGLER CIRCLE 12 STORM SEWER and STREET CONSTRUCTION PLANS —MILLS DR. & RIVER ROCK DR. N. (PRIVATE) 13 STORM SEWER and STREET CONSTRUCTION PLANS — DEGLER LANE 14 15 16 STORM SEWER and STREET CONSTRUCTION PLANS — RIVER ROCK DR. S & JEURISSEN LANE STORM SEWER and STREET CONSTRUCTION PLANS — BACKYARDS CONSTRUCTION DETAILS & TYPICAL SECTIONS /7 18 CONSTRUCTION DETAILS CONSTRUCTION DETAILS NO. DATE REVISION SHEETS 1 07/14/10 CITY REVIEW COMMENTS ALL 2 07/28/10 ADD TEMPORARY TURNAROUND TO END OF DEGLER CIRCLE 241116 3 09/01/10 REVISED END CONSTR. MILLS DR. 2.5.12 4 01/30/12 CITY REVIEW COMMENTS ALL 5 03/20/12 CITY REVIEW COMMENTS AND 3R ADDITION RECORD DRAWINGS 1,2,4-8,11-13, 15,16,18 6 03/29/12 CITY REVIEW COMMENTS 1.2.4,8,11.15 7 04/05/12 CITY REVIEW COMMENTS 1.8 8 04/25/12 ADD IRRIGATION SERVICE 1.4 9 02/15/13 4TH ADDITION RECORD DRAWINGS 1,2.4,11,13,15-18 10 03/15/13 5TH ADDITION ALL 11 06/21/13 BLOCK NUMBER REVISIONS ALL City Project # 10-xx Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets for The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Clunhu , Mina De 05/26M Sheae 1 Of 18 Call 48 Haan before digging: i0 l eetwood Profwa end Ssviaae• lne. GOPHER STATE ONE CALL sne Twin Tell Area 651-454-0002 Mn. Tell hee 1-800-252-1166 its, < �.� .• / 1'1-20 BA w -1B •e zou IPEEi 7x-10 8 ® x BJ \ \ S- JIW 'lF1PM/ _—f R e 12 1 YM -IB Y ry 1 O 1 IBMI P RMM �. Y ) B g �Im YN 9 9 4 d�, 216A B 4. 7 R-4342 \\ \ I 2 f `_• -J 11 BA m -7M fTs-e7 c} I ri-7 cer/x �a 217 — B sell ]A P 2 Y u NML 15•-18' RCP 218 I so CR 75 W-77 9C Y f IE -876.0 OUTLET 0648%3, PESFES=85 e' lQ. taw ' O rax_ 7 21 eu AOMMN.% sMx-u E65PNG M73 B I 1.92V 27• R-4342 ®Ix -J M.25 • 221 (. YN-] 2 sn FES -87 INLET 0 0.00% 1 4 Sanitary Serer —•— its, < �.� .• / 1'1-20 BA w -1B •e zou 1-] 7x-10 8 ® x BJ \ \ S- P P g B _—f R e 12 MMH 5.62'48 2 _ s_ee Y 9 1 O 1 IBMI r, y �. Y ) B g �Im re-P10� ®el-vo Y ®41- 9 ®Ix -2w -I YLJ its, < �.� .• / 1'1-20 BA w -1B •e zou �� 4 B S 8 \ 8M •. ••. . 06 CBMH R -3067-V \ \ g rnu-se snn-s rsw_s•6 • P P g B 12 MMH 5.62'48 2 _ s_ee P ? 4 B O U_I................ ....:9\ P P sew to ) B g refs Y ®41- 9 ®Ix -2w -I YLJ 216A B 4. 7 R-4342 \\ \ 2168 �4 fTs-e7 c} 217 — B sell ]A P 2 u NML 15•-18' RCP 218 COMH 4.46• R -3067-V p IE -876.0 OUTLET 0648%3, PESFES=85 e' lQ. taw ' -PI rax_ 7 21 eu AOMMN.% sMx-u E65PNG PROPOSED 220 B I 1.92V 27• R-4342 1722-16, ROP so: sccnax w sPlr sxcr. 875.54 • 221 (. FES -87 INLET 0 0.00% 1 4 Sanitary Serer —•— e ,1 CBIN PIS/. ' water —I— COWRACRM:BURSCHWUE CONSTRUCT/QV 14 _21 s \ RECORD D;MWM^ M ADDFT GW \ MH -I2 s -21) 4 a o 1 Y f Storm Sewer �sro— Sto,nl sews �1ECMc�CortQyS DATE o 15 2073 800W S Drdntile--------- .�.... •o�.�� le* aYaRS) 2N -I e o' la0 zoo• 300' r 7 City Proms * R-ot ( POND 1 OUTLET CONTROL STRUCTURE C (OCS-86) West Revision Date 06/21/13 IX W A NO SCALE The Preserve Y 20,O ee.0NC 05/26/10 sree z or >s at Bluff Creek CIMOTA I i S` �CAMOTO =......e. e.w i l I I I I I I 3rd, 4th, Sth Overall Plan I -.I. TOP OF BERM ELEV.w879.003:1 •'w 218 8M •. ••. . 06 CBMH R -3067-V 1 1 ELEV.wBA,9 215A MMH 5.62'48 1 — -r . , amps 4tY 2 6 BMH R -J(187 -V - refs 216A B 4. 7 R-4342 2168 BMM R-4342 c} 217 CS 4. Z',S R -3067-V NML 15•-18' RCP 218 COMH 4.46• R -3067-V p IE -876.0 OUTLET 0648%3, PESFES=85 *� 1111 216 ' Ca 4. R -3067-V IE E65PNG PROPOSED 220 B I 1.92V 27• R-4342 1722-16, ROP 875.54 221 FES ' FES -87 INLET 0 0.00% Sees —saV— Sanitary Serer —•— E -R ®sanitary Rats water —I— COWRACRM:BURSCHWUE CONSTRUCT/QV 14 Hyd. w\Vdve H)E. w\Valve RECORD D;MWM^ M ADDFT GW MONOLITHICALLY POURED Storm Sewer �sro— Sto,nl sews �1ECMc�CortQyS DATE o 15 2073 CONCRETE OR PRECAST Drdntile--------- .�.... •o�.�� o' la0 zoo• 300' City Proms * R-ot POND 1 OUTLET CONTROL STRUCTURE C (OCS-86) West Revision Date 06/21/13 A NO SCALE The Preserve 20,O ee.0NC 05/26/10 sree z or >s at Bluff Creek =......e. e.w fCi>enhBssen Residential Development Partners LLC 3rd, 4th, Sth Overall Plan I _=m w/Lighting & Signage a e . •YYN----- „� One Corporate Ater el, Suite W & 6th Additions zzxa«slY ■seY9r^ P8 wazr�una a,rjaw a�iw �•^+n 73W Metro Blvd Cluvheeem• Mivmda Q/16 w�I.. r/rr wE Feline• Minneeda s5lig-2'i02 Westwood ww..wawmq.em' new06/31/13 lr�x• y e2010 We9twoad Pr°tmepntl SdNus, 1 OUTLOT A 12 I I FINISHED. CA GRADE C/L "MADE, fAY2 AMMON yWr 9225 1 1 WYE_1+68 3 11 1 825.0 1 1 WYE_2+131 4 1 2 1 2 11 1 D. 1 1 89].1 II 898.] I I 9021 � 905.8 � � 810.1 � WVE_0+a2 iWYE=,+o] 11 WYE_1+a7 _2+31 � WYE_0+0 7 5 11 6 11 8 1f 1 69 1. 10 I� yAL I I I lIUTOl7Y I I 1 Y iS-s• EE lt•>a• IEE I I I I 11 I I GRID. El. IC I ". wrrrl.I.+.r s..la Fc zwrr 121 rw�weta niorE =teem eta® wn�s ta=res= Westwood ...w_wr r --'I ✓ i I i II I W -3t1 I 1 IW1E_x' I I 1 897.9 I I I I wvE_o+7e 1 3 1 1 4 I I j-- I 2 I I I I -j I 18aj I J L____J 1 I I IL L----� 6th 6th ADDITION STA. 1]+90 REMOVE PLUG It CONNECT TO EX. WATERMAIN w/B" I T 1 I I,//.� 11 I% 0131 yWr 9225 1 1 WYE_1+68 3 11 1 825.0 1 1 WYE_2+131 4 1 2 1 2 11 1 D. P®dr IL' P8 or 06/?1N Ne._r e. Tin6 'AUX N LW -67 DIP I� . 4 ".2 I Be _J _J r----7 -----1 -----I -- t -MH-, rW-32A I I I I 1 1 r.r TBE I I I I I I mai , 1 mal 1 1 9221 I I 925.0 i W1F�M49 1 _,+0{ qsE_,+59 WYE=2+,D 11 I_2.11j 3 _J L 1 I I 8 I I I I I I I I I 1 1 I I 2 927.1 � I B2i I I I I 1 I Y Gv.l I l+ � �A//!Ai River Rock Drive North 5th ADDITUN 3rd 1 EXB71NG 2nd 1 ADDn FINISHED CA GRADE 1 1 C/L SUBGRADE ' 1 1 1 / � 1 1 1 1 5th ADDITION STA 15+08 REMOVE PLUG k CONNECT TO EX. WATERMAM i 1 W ✓ / / i MN -320 STA. V+aB RE =920.1] IE =90248 C C9DO 1 IE =901.05 1 / SEA 18 1 5th ADDITION SEA 18+00 B+00 1 STA. D+90 pA�Ox IF =90350 INSTALL PLURE 91653 1 END G NG'AP 35 1 1 1 I ; I M1 I 1 1 1 1 1 1 r wrr4wrF�T+b �.r� yWr r.r.ewwrr� �rrtaeoe o�/r�.r rpl� •sr► 1-\' /raw P®dr IL' P8 or 06/?1N Ne._r e. Tin6 j 2 River Rock Drive North 5th ADDITUN 3rd 1 EXB71NG 2nd 1 ADDn FINISHED CA GRADE 1 1 C/L SUBGRADE ' 1 1 1 / � 1 1 1 1 5th ADDITION STA 15+08 REMOVE PLUG k CONNECT TO EX. WATERMAM i 1 W ✓ / / i MN -320 STA. V+aB RE =920.1] IE =90248 C C9DO 1 IE =901.05 1 / SEA 18 1 5th ADDITION SEA 18+00 B+00 1 STA. D+90 pA�Ox IF =90350 INSTALL PLURE 91653 1 END G NG'AP 35 1 1 1 I ; I M1 I 1 1 1 1 1 1 r wrr4wrF�T+b �.r� yWr r.r.ewwrr� �rrtaeoe o�/r�.r rpl� •sr► m�,noa /raw P®dr IL' P8 or 06/?1N Ne._r e. Tin6 N C900 N COYER . I I 2 J„ 8 , Call 48 Houn Ce(«e Cggirg: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: DENOTES SANITARY SEWER SERVICE INVERT O END OF STUB WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOM STREAM M.H. FUG HYDRANTS EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS, ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITYS "TEST STANDARD SPECIFICATIONS AND DETAIL PLATES. a;s ALL SANITARY SERVICES AND WYES L SHALL BE 6' PVC SDR 26 .r ALL WATERMAIN SHALL HAYS 7.5' .S MINIMUM COYER .�� ALL DISTURBED AREAS SHALL BE SEEDED w= \� AND MULCHED OR SODDED IMMEDIATELY �Q. TO MINIMIZE EROSIIX4 1 ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1' TYPE K COPPER i 1 0 50 100' 150 1 1 1 1 86B' PVC E9001 1 WATI:RNAtC� -j 1 COVER 1 EX. E' 1 WATER MAIN ZS' MIN. CAPER 1 1 � 1 � 1 3 tl ADD 1 STA. 16+20 \ ` 1 RENOW PLUG ItCONNECT TO \\\ •/' 1 1 EX WATERMAIN w/8' C.V � �1 L _ 3rd 015+08 1 EX. B' PVC SDR 35 O 0.61; STA. ATTR MH -6 1 END WL PLUG 1 STA.t 4+00 1 INSTALL PLUG 1 RE =930.0 1 1 IE =926.99 1 1 I 1 1 1 W , I .6, I 1 DO I 1 1 I , 1 1 I I 1 1 I I , 1 1 I - L 1 15 14 13 12 11 10 Prepared fW. i a I Chanhassen Residential Development Partners, LLC oaA ® dr Cine Corporate Center IY Suite 300 r�me`rbdil ] Metra Blvd Edina, Mzmnota 554342302 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions 940 915 City PPoie4:t IF 10-=1 905 iateat Rem= nate 06/21/18 ..I.WTE011w1 Ore, 05/26/10 R..e 8 w I8 Sanitary Sewer and Water Main Construction Plans River Ruts Drive "Forth '010 n 5th ADDITION 5M ABETTOR STA. 9+55 REMOVE PLUG 8 CONNECT TO EX. WATERMAN W/8' 4 0900 \` 3 1 \\ 2 \ \> I' GV.� i WYE_1+88 % <\ 2 5.W RIBER / /\ 2 / / \ V (sjy � i i // I \ VALVE DIP \\ TEE 2 1/4° BENOA 6 / , I 2 L__2 I1 4 1 5 88).81 r_ L-_` / / 4n 5 1/ wvE_1+72 / I 890.0 -7 2 1 4 WIE_1+12 3 / ; 895.3 1 ?5.91 Y (%ARY / W -0+52 1 / I f �r COPPER ®0.5 T I I RB 5108 \ W/AUX VALVE J/ AUX. VAL r, �• E�1.-909 / 897.5 / j f 2 I I h '-6' DIP ` 3 1 a8' ,EE T _ WYE -2+72 1898.8 f , I DSID7.86� �-�J WYE -2+17 J _1+54 895.0 411 C Delger Circle �TI^ON •, 4� ADDRIFlNISIHED CA GRADE CHL SUBGRADE , 4TH ADDITION STA, 9+55 1 1 D WATERMAIN IPLUG N \ iI STA.31+00 P\� RE =919.53no MH -17A 35 IE =907.15 1 HE =907.05. 1 SiA9+60 O RE =921.89921.73 =891.63891.88 IE=98649906.50 1 IE =90639906.40 1 1 5'-8' PVC SDR 35 O 0.40% 1 1 1 1 1 =2 w wr 51 ADDITION 1 1 STA 9+65 4TH ADDITION REMOVE .PLUG 4 CONNECT I STA. 9+65 TO EX. SAN. SWR. I END SAN. SWR. 1 INSTALL PLUG 1 ..STUB IE=906.51 I ". Wb�Il.YWe1Li-Y. anerN.r wrxtwasM a. asst rAx ata® 1w Ma I�lAe1W Viestwood r.sapaa MH -1J STA.7+20 RE =9+112911.01 IE =599.118119.45 IS =899-61899.35 MH -16 STA.6+70 RE =999.28909.13 IE =8913 Tib IE =89748897.10 LM' -8' PVC SDR 35 O 4. C30% -8 7 E M EIL SAI4 MECT 1D EOL Is -87 Gv. 1 4 eggs ;aLT I w.E-o+st I x8' TEE _ f3 8925 GV. WYE -0+91 / 1/2° m -7 (892.2) 1 l e93.D Cd1 48 Hwre before digging: GOPHER STATE ONE CALL Tem City Arw 651-454-00112 Mn. Toll Free 1-800-252-1166 GENERALS: )OOCX DENOTES SANITARY SEWER SER`nCE INVERT O END OF STUB DENOTES SANITARY SEWER SERVCE WYE LOCATED ON MAINLINE FROM DOWN STREAM N.N. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTIUTY WORK SHALL BE IN ACCORDANCE WITH THE GTYS LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITMY SERVICES AND WYES SHALL BE 6' PVC SOR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED MD MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1' TYPE K COPPER TRACER WIRE SHALL TERMINATE IN SNAKE PIT TRACER WIRE BOXES j0*1( CONTRACTOR:BURSCHMLE CON57RUCTIOI 40 258 _� 1/2° \ ♦ WYE_/t CgEVFORAICOFD A CONS�C71ON S `r H-14 BY Jerrod McCarty DATE 02/15/13 1 \ 893.0 1 8924 7 j 6 WYE_D+20 �' C 50' 1DD15u wtE_O+6e O 3rd ADDIT70N , 1 s1: I 1 1 1 L � I 1 I 1 WATERPVFL9W- _ 1 WATER MAIN , 7.5' MIN, LOVER 1 W1-14 STA.3+40 1 209 vyW-f RE =983:13903'56 MH -12 1 STA.2+65 IE =891.93891.76 IE 1 RE -996-N90109 =891.63891.88 1 IE =09! !891.M ^ -7 :--•� '? 1 IE -891 54891.23 o�rA os 1 7318"-8' PVC SDR 35 O 933E BfR 1 1 PIr3 0. BIIp Pa =2 w wr �� 1 3 8' G V. 8' PVC WATER MAIN RE =982-969472 '"- IE IE =69647 BRI MH 7 94Iy8W-0.941 RE -90&9&90325EX MI IE -69837 ,98 SETA 1E NW a -5:=111186+8117.83 118 :IE =889-24 H09.W E SW=888-54 :IE X89+'4 8811.01 Ex 15' 8' PVC SUR 35 O 0.40% A 55'-8' PVC SDR 35 0?1158 STA.Yd VE PDDDION : E% STUB E=888702251 TEX.. PLUG k CONNECT TO a :SAN.. SMT. a P-jed i RFXx 88 7.. 0 1 Latest Revision Daft 06 20lmww1F02D' The e Preserve 10ae 05/26/10 96er 4 OF 18 at Bluff Creek Sanitary Sewer r V)slrr f - �--�� - •��- .O�.Y. _.r...wr. ._4� TA•N e„,.. m/��y,ruir.°.. °--• �• Plep4rcd foc Chanhaeaen Residential Development Partnere, LLC 3rd 4th 5th Water Main ^ -7 :--•� '? =1 == „ srcm rs�.... o�rA os IED. pne Corporate Csnte+ IB, Suite 3W 7300 Mew Blvd & 6th Additions Construction Plans C 01e1e PIr3 0. BIIp Pa =2 w wr �� � Ed MimeeOrA 55439-2302 Ch.W � bgm Ddgw W- 06/21/17 u�w 17116 ' \ T 2 , /�/909.8 WYE=0+65 WYE -0+56 3920.E WYE=,+ SEPARATION 1 �' -^ • WYE=0+12 3 > C 2 1 \ \ 29Zi\�. 2 37.4' 2. WYE= +n IN6Ul-ATE B,. rn\. h0 37.0' 62.0' Mr.N -9 .a 9 a' 8A6 RNISHED C/L GRADE r 11 7 C/L SUBGRADE `21" RCP IE=895.29 MAINTNN 18" MIN, SEPARATION 90279 C BB9.04 889.01 h0 I ". WYeeeNYNiH 1D....�.A rr N.sed eMM 9e e MI HWHNo Tours raeOrsrM TArsshivood 5 3 84.1' -6' PVC SANITARY Q SERNCE (TTP.) 6 0 Y COPPER SERVICE w/CURB STOP (TYP.)A 9-6' PAL -� 908.3 \ 0 921.1 RISER WYE=2+30 9'-6" DIP \ \ WYE -G+64 2 RISER I e'rt" TEE \ 'WYE=3+51 WYE�1+22 2' RISER NO. EL -912Y ---__-----_-. 44 904.9 a r--- \ \ 901.8 WYE=2+91 - - - A W. BETWEEN r] 899.0AV A 3 WYE -1+69 VVV ��� 2 896Jd �— 2 DRAINAGE k UTILITY YYE=1+11 EASEMENT 3 4 Mills Drive 3rd ADDMON FINISHED C/L GRADE E C/L. SUBGRADE `INSULATE BETWEEN STORM h W.M. `INAILATE# BETWEEN STORM W.M. MH -9 STP.4+40 RE =92+9F921.69 IE =9199) 909.49 MN -8 IE =9BB9i III STA.3+65 75'-8' PVC SOR 35 O 5135 RE-9N.3d917.10 IE =906-12905.76 IE =996'92906,02 3 2 �MH-10 - -4 MH -t OAS 8" DIP PLUG J 's I ISHED C/L GRADE C/L SUBCRADE W/AU%. VALVE C 8" G J 7'-6' DIP h0 N 1/2° BEly 8'.6' TEE EL=92 2 3 A \ GRIND. .9 69212 PVC SDR O 927.3 \ r917 5 MH -10 STA 8193 9-6' PAL -� 908.3 \ 0 921.1 RISER WYE=2+30 9'-6" DIP \ \ WYE -G+64 2 RISER I e'rt" TEE \ 'WYE=3+51 WYE�1+22 2' RISER NO. EL -912Y ---__-----_-. 44 904.9 a r--- \ \ 901.8 WYE=2+91 - - - A W. BETWEEN r] 899.0AV A 3 WYE -1+69 VVV ��� 2 896Jd �— 2 DRAINAGE k UTILITY YYE=1+11 EASEMENT 3 4 Mills Drive 3rd ADDMON FINISHED C/L GRADE E C/L. SUBGRADE `INSULATE BETWEEN STORM h W.M. `INAILATE# BETWEEN STORM W.M. MH -9 STP.4+40 RE =92+9F921.69 IE =9199) 909.49 MN -8 IE =9BB9i III STA.3+65 75'-8' PVC SOR 35 O 5135 RE-9N.3d917.10 IE =906-12905.76 IE =996'92906,02 3 2 �MH-10 - -4 MH -t OAS 8" DIP PLUG J 's I ISHED C/L GRADE C/L SUBCRADE 91 GENERAL NOTES: XX%X DENOTES SANITARY SEWER SERNCE INVERT O END OF STUB WYE=X+XX DENOTES SANITARY SEWER SERNCE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. MG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTDDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CIMS LATEST STANDARD SPECIRCA7ONS AND DETAIL PLATES. CON77?ACTOR: BURSCHYILLE CONSTRUCTION r,>ccaa� aa.4wiNc 3� aclovrtoN CONFO7NING 70 CpJ57RUCilpJ R CORDS BY Jerrod McCart�mDA 7E 03 20 2012 :. edwel w ~ .gra w— � I®. I .9--�• •••.• d �� Chanhassen Residential Development Partners, LLC Q� �_ �e mrnn=u"' Ove co+ponte Cmta BI, Su7h 300 Fr�1r D. Tfe6a P8 mmol m rA`a N 7300 McDo Me& ar 06/21/13 —Ne VZ% Mal Mivvmote SS09-2302 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 ALL SANITARY SERNCES AND WYES SHALL BE 6' PVC SDR 26 ALL WATERMNN SHALL HAVE 7.5' MINIMUM COYER ALL DISTURBED AREAS SHALL BE SEEMED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED, ALL WATER SERVICES SHALL BE ," TYPE K COPPER 20101049UTP03 DW Deed 05/26/10 s 5 D9 18 Sanitary Sewer and Water Main Construction Plans Mille DI h0 SOP C P 91P 35 O94WD-'131L 143-8" PVC SDR MI MH -10 STA 8193 STA7+5O g37,µ RE �l37e6B RE=936''..? 025,70 IE =926:71 91IEa2PH7 1E =92692 91 GENERAL NOTES: XX%X DENOTES SANITARY SEWER SERNCE INVERT O END OF STUB WYE=X+XX DENOTES SANITARY SEWER SERNCE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. MG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTDDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CIMS LATEST STANDARD SPECIRCA7ONS AND DETAIL PLATES. CON77?ACTOR: BURSCHYILLE CONSTRUCTION r,>ccaa� aa.4wiNc 3� aclovrtoN CONFO7NING 70 CpJ57RUCilpJ R CORDS BY Jerrod McCart�mDA 7E 03 20 2012 :. edwel w ~ .gra w— � I®. I .9--�• •••.• d �� Chanhassen Residential Development Partners, LLC Q� �_ �e mrnn=u"' Ove co+ponte Cmta BI, Su7h 300 Fr�1r D. Tfe6a P8 mmol m rA`a N 7300 McDo Me& ar 06/21/13 —Ne VZ% Mal Mivvmote SS09-2302 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 ALL SANITARY SERNCES AND WYES SHALL BE 6' PVC SDR 26 ALL WATERMNN SHALL HAVE 7.5' MINIMUM COYER ALL DISTURBED AREAS SHALL BE SEEMED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED, ALL WATER SERVICES SHALL BE ," TYPE K COPPER 20101049UTP03 DW Deed 05/26/10 s 5 D9 18 Sanitary Sewer and Water Main Construction Plans Mille DI Professional Sernces. Inc. 5A --J I 3^ 4 0 1 i I I 2I I I I I I I I I I iC I I I 40 ,-B9S5 11 880 r___ 895.5 I I WryE�0+49 ,B.B RI5ERI 6953 Q , O(/TLOT A W9E=p+8, 117.5 RIgRI 1+88 ,a'_r'dl 875 1 L MH -23 4 JX VAL C-DFI 91 I I STA.0+00 E10 8--22 1/2° BEN 1 111 1/4° BENZ ' RE :903,9) (51h ADD.)I E �87I%I x =87477 IE . Ff—DRANAOE Ilt U111M 870 IE =874.67 rb 1 IMIN COVER ( 1 i I I 2I I I I I I I I I I iC I I I 40 ,-B9S5 11 M AD101I i I r___ 895.5 I I WryE�0+49 ,B.B RI5ERI 6953 Q , O(/TLOT A W9E=p+8, 117.5 RIgRI 1+88 ,a'_r'dl IBUT RISER ,a0�2BISERI 1 L 11 4 JX VAL C-DFI 91 I I 13/4' E I ir GV. 1 E10 8--22 1/2° BEN 1 111 1/4° BENZ ' IE (51h ADD.)I 6' PVL SANRART-1 • - --1 �4� SnIVICE (lYPJ 28 1 I 898.6 - 1 1 WYE.,+80 1 r ------ j I � r 4 I 2 ---------- --------------------- 1 1 3 3 -- -- ---------- 1 y' 897.0 5 M C/L SIBGRE T w,e�a+29 I 1 VSERVICE cm ;../CURB STOP (i W J II S 880 6 =887.50 I IE r_—__________ I x Ff—DRANAOE Ilt U111M L_--=�sEEExr--- r------------- rb 1 River Rock Drive N. (Private) ADMalif 1 6th A0017 N I FIFNSHED C/L GRADE 1 M C/L SIBGRE 1 1 885 1 880 RE =887.50 875 IE =877.00 196'-8" PVC C900 WATER R MAIN IMIN COVER VER 1 1 1 1 6N ADDITION 1 STA 2+30 END WATERMAIN INSTALL RTTG 1 I6th ADDITION STA_ 2+30 1 REMOVE PLUG k CONNECT 1 1 TO EX. WATERMAIN 1 6N ADDITION 1 STA, 2+70 1 END SM. SWR. 1 INSTALL PLUG 1 MH -29. STUB IE=875.9 I STA,1+90 IMH-28 RE =905.88 STA2+30 IRE HE =892.50 40-8- C900 (0R18) 0 0.40% =905.42 IE -876.24 .IE =895.77 HE =076.14 I ". Anie" NM�wMLN�N 1N. ra a l,e e.t Ni nror. Tefeem yR59 Tri eav i .5W 0 9VestHWood xmwooapean 87'-8- C9UO (DR18)--� 1 '�--6tb ADDITION 0 0.40% i STA 2+70 REMOVE PLUG! CONNECT TO EX. SAM. SM. ;IL• lit L_ - Degler Lane MUSHED CA GRADE C/L SUBGRADE 905 1 11 482'-8- P C 090/0 WATER LIM 900 / 895 890 20'-8- DIP Cl- 52 O 4.05% C�0 (DR18) MH -23 MH -22 94-8' STAR+34 STA.0+40 O 0.40% RE =903.W RE -897.94 IE =891.08 IE =874.29 IE =874J7 IF �R '. IE =874.67'. REMOVE PLUG k C TO EX. WATERMABI 4th 1 1 30-8" PVC C900 WATER MAIN 7.5 MIN. COVER Cell 48 Hi before digging: GOPHER STATE ONE CALL TW» City Area 651-454-0002 Mn. Toll Free 1 -BOD -252-1166 GENFRAL NOTES, (ED INVERT SANITARY SEWER SERVICE WVERT O ENO Or STUB WIE=X+XX DEMOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING Cli DROPS ALL UTIUTY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6' PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.8 MINIMUM COVER ALL DISTURBED MEAS SHALL BE SEEMED MD MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRII-E). ALL WATER SERVICES SHALL BE ,- TWE K COPPER TRACER WIRE SHALL TERMINATE IN A SNME PIT TRACER WIRE BOX 55 1 I 1 1 1 4th ADDITION 105' 0 295% 1 STA: 4+40 YN-25 1 ENO WATERNAIN MH -24 STA.4+25 I INSTALL PLUG STA.3+20 RE =91181 EE =898.711 IE =901.81 ; IE -898.61 1 1 I I 1 1 1 1 I 1 1 I 4 The Preserve at Bluff Creek re+r�rrHr�er+b��r� ° �..�r - •-. F�• `^� -���-�W�ie�-- ^��•�_�.-- P��tassen Residential Development Partnere, LLC 3rd 4th 5th //�� /� QQ}�y.� mn'z ®: = ,• ti -'_' a..N X,,, H� One Cwpor.te Lester 111, Swte 300 & 6th Additions haC. " ' am.n e-e.�ro...+._. _ _ 7300 Metro Blvd or 06/21/13 .Ne VM l i ---_ — � Pdim, Mitvinota 5543Y2302 - 0' S0' 100' 190' 2o1o1wwTra•oec 05/26/10 s+.6 6 DP 18 Sanitary Sewer and Water Main Construction Plans River Rock De. N. I I Dei lane 885 880 RE =887.50 875 IE =877.00 20'-8- DIP Cl- 52 O 4.05% C�0 (DR18) MH -23 MH -22 94-8' STAR+34 STA.0+40 O 0.40% RE =903.W RE -897.94 IE =891.08 IE =874.29 IE =874J7 IF �R '. IE =874.67'. REMOVE PLUG k C TO EX. WATERMABI 4th 1 1 30-8" PVC C900 WATER MAIN 7.5 MIN. COVER Cell 48 Hi before digging: GOPHER STATE ONE CALL TW» City Area 651-454-0002 Mn. Toll Free 1 -BOD -252-1166 GENFRAL NOTES, (ED INVERT SANITARY SEWER SERVICE WVERT O ENO Or STUB WIE=X+XX DEMOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING Cli DROPS ALL UTIUTY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6' PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.8 MINIMUM COVER ALL DISTURBED MEAS SHALL BE SEEMED MD MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRII-E). ALL WATER SERVICES SHALL BE ,- TWE K COPPER TRACER WIRE SHALL TERMINATE IN A SNME PIT TRACER WIRE BOX 55 1 I 1 1 1 4th ADDITION 105' 0 295% 1 STA: 4+40 YN-25 1 ENO WATERNAIN MH -24 STA.4+25 I INSTALL PLUG STA.3+20 RE =91181 EE =898.711 IE =901.81 ; IE -898.61 1 1 I I 1 1 1 1 I 1 1 I 4 The Preserve at Bluff Creek re+r�rrHr�er+b��r� ° �..�r - •-. F�• `^� -���-�W�ie�-- ^��•�_�.-- P��tassen Residential Development Partnere, LLC 3rd 4th 5th //�� /� QQ}�y.� mn'z ®: = ,• ti -'_' a..N X,,, H� One Cwpor.te Lester 111, Swte 300 & 6th Additions haC. " ' am.n e-e.�ro...+._. _ _ 7300 Metro Blvd or 06/21/13 .Ne VM l i ---_ — � Pdim, Mitvinota 5543Y2302 - 0' S0' 100' 190' 2o1o1wwTra•oec 05/26/10 s+.6 6 DP 18 Sanitary Sewer and Water Main Construction Plans River Rock De. N. I I Dei lane —] -- V 4 Ji I I 4 --1 lf-11 1/40 BEND I FA I 4 J _ _ C\ 8"-11 1/4' BEND A� i- - L-.- `8"e8" WE ID MN 01PER EX 8" PyC R. SWR. STUB ,TNI `T TO EX W DP MAIN STUB a DRAINAGE a UTRITY EASEMENT 1/40 BE River Rock Drive South 1'-8" PVC C90� 5th ADDITION ]SHED C/L GRADE C/L SUBGRADE B" PLUG I I I� � VE II - I ft Ak/Y')ii63:]]i63!IlYaiilila.�• rids" TEE I II II I� II __4- -�-- -2- II 11 II HI 895 2 897.0 PI IV 1'I II H 900.8 WYE �`� II II II II II 9010 WYE=2+35 ', STA - 11 - 9 11 E 7 889 91 IE N-8891 r6' PVC NITARY IE E-85291 IE 5-81563.6115 8 11 IE W -863.56 I I --------- -----__-_- EX. 115-8' PVC • 040E STUB IE -864.14 1'-8" PVC C90� 5th ADDITION ]SHED C/L GRADE C/L SUBGRADE B" PLUG HYD. ' W/AUX V VE 9'-6" OP ft Ak/Y')ii63:]]i63!IlYaiilila.�• rids" TEE 5-- __4- -�-- -2- --1--, 895 2 897.0 905.3 900.8 WYE �`� WYE -1+15 9010 WYE=2+35 ', WYE -2+95 '.WYE-1+75 10' r6' PVC NITARY DRAI ". EASEMENT t UDUtt EASEMENT (TW.) �i 'I 1 SERVICE STM.) I 1+ I I HYD. W/AUX V VE 9'-6" OP rids" TEE GRND. EL 903.40 894.5 96 WYE -D WiE=1+31 2 1 /AUW 1 I I X VALVE 1WI�I 'I /AU OP 8' -900 BEND e"a6' REDUCE! 1" COPPER SERVICE GRID. EL -91t w/CURB STOP (TM.) OUTLOT M Jeurissen Lane 5th ADDITION WATER MAN C90p V / 7.5' MIN. COVER \ FlNISHEO CA GRADE / \ CA SUBGRADE / / /. X 53+00 Y RE =917.82 / / IE =905.82 i (DRAB) 11 145'-8' PVC SDR 26 O MH -37 STA.4400 RE -89094 IE -865.66 IE -86558 30'-8' DIP CL 52 O 597E ". vinrrnu.rrl.ilai.. wari wi+�i a.�� ].rYir.w •uw .;v ::Y: sii] �. .. = �-- p` wwww. ;dao fChanhamen Residential Development Partners, LLC I "tee e I Q U� 7C I m,ell wi www dwiwe �_ pee Caparate Casty 111, Suite 300 murwe Rada- P]mdi D. TMIp 11 PJL yyid ti,.. 2300 Me6o B1wd VAwtYY00d .wrwirirM I tar 06/21M ue—x. 17716 Edina, Minnesota 551342302 Call A8 Harry before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 AN RALNOTES XXX.X DENOTES SANITARY SEINER SERVICE E� INVERT O ENO OF STUB WYE=X+%X DENOTES SANITARY SEVER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTI -TY WORN SHALL BE IN ACCORDANCE WITH THE CITYS LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAYS 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER a i TRACER WRE SHALL TERMINATE IN SNAKE PIT TRACER WIRE BOXES The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions 0' S0' 100 150' Cie Pro'eLt i 10-)x 885 1at1'aL Revision Date 06/21/13 zoo�i a ozurtas awe Diae 05/26/10 111 7 oP 18 Sanitary Sewer and Water Main Construction Plans River Rock Eiive S. a ]INTI®0 Linda 02010 Westwood mw.amewawad Nc xArN.AA �w.Ha Mx ss�a MiNYUN HY 61`iYR59 +ou wa mssa Westwood Rear Yard Sanitary Sewer Connection 4th ADDITION 6th AMMON� 110'-5- PVC SDR 26 O _ 26 MH -19 RE =881 00 E -871.14 E =871.04 20'-8' DIP CL. 52 O 0.40% W/ PROTECTO 401 RE =89. E =872 IE =872 13'-8' PVC SDR 26 O 0.40% 1 � 1 ANISHED GRADE 1 1 GRADE I �EXISTING 1 1 1 i T 1 \ 4th ADDITION 1 STA. 1 END SAN. SEWER 1 NSTALL PLUG 21" RCP STUB IE=872.80 ; 110'-5- PVC SDR 26 O _ 26 MH -19 RE =881 00 E -871.14 E =871.04 20'-8' DIP CL. 52 O 0.40% W/ PROTECTO 401 RE =89. E =872 IE =872 13'-8' PVC SDR 26 O 0.40% iocn wwI HUN MH -21 STA. 0+13 RE =887.00 REMOVE PLUG 100NNECT IE -873.61 1 TO E%. SAN. SNR. IE -873.51 1 I 1 flllll 1 I I 26 O ;• MH -22 STAG+40 RE =897.94 IE =874.29 1E =874.19 - � rte. �ri.��ewrMy x�Wm�u�i, uwr I ore sem• I f� ^ ••—•�. w„. ,w a,, o �ahassen Residential Development Partners, LLC 011��� I d�nz w ows:.+m o� m Orae Corporate Center m, Suite 300 Pmd. eye PJt " wim,�z 7300 Metro Blvd M_ W. an6 Xao osA.. ww.. E itoe, Minneeotn .55439-2302 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Call 48 Hours before digging: GOPHER STATE ONE CALL Tem City Area 651-451-0002 Mn. Toil Free 1-800-252-1166 GENERAL NOTES: DENOTES SANITARY SEWER SERVICE INVERT O END OF STUB DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FRW DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITYS LATEST STANDARD SPECIFICATONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6' PVC SDR 26 ALL WATID M SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERMCES SHALL BE 1' TYPE K COPPER TRACER WINE SHALL TERMINATE IN SNAKE PIT TRACER WIRE BOXES X 0' S0' 100' I5G aty rmiect a Waj sso LtMst R1Y161oM L)"M U51MI13 tA! 05/26/10 61 8 DP 18 Sanitary Sewer and Water Main Construction Plans Rev Yard S.. Swr. Coos-tim l iocn wwI HUN MH -21 STA. 0+13 RE =887.00 REMOVE PLUG 100NNECT IE -873.61 1 TO E%. SAN. SNR. IE -873.51 1 I 1 flllll 1 I I 26 O ;• MH -22 STAG+40 RE =897.94 IE =874.29 1E =874.19 - � rte. �ri.��ewrMy x�Wm�u�i, uwr I ore sem• I f� ^ ••—•�. w„. ,w a,, o �ahassen Residential Development Partners, LLC 011��� I d�nz w ows:.+m o� m Orae Corporate Center m, Suite 300 Pmd. eye PJt " wim,�z 7300 Metro Blvd M_ W. an6 Xao osA.. ww.. E itoe, Minneeotn .55439-2302 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Call 48 Hours before digging: GOPHER STATE ONE CALL Tem City Area 651-451-0002 Mn. Toil Free 1-800-252-1166 GENERAL NOTES: DENOTES SANITARY SEWER SERVICE INVERT O END OF STUB DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FRW DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITYS LATEST STANDARD SPECIFICATONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6' PVC SDR 26 ALL WATID M SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERMCES SHALL BE 1' TYPE K COPPER TRACER WINE SHALL TERMINATE IN SNAKE PIT TRACER WIRE BOXES X 0' S0' 100' I5G aty rmiect a Waj sso LtMst R1Y161oM L)"M U51MI13 tA! 05/26/10 61 8 DP 18 Sanitary Sewer and Water Main Construction Plans Rev Yard S.. Swr. Coos-tim �0 ASS 5T THIGH WAY EASEMENT _ I ". Wbeetlla4Ywie LM.T Fc Il1]IYaNY Ae.TWIarssnr RIrY! ir1LaC{W N% M1}Ye659 Tou �a ranaiw Westiol CONNECT TO MX 18' DIP WATER MAIN 18' 81 VALVE C.S.A.H No. 18 (Lyman Blvd) 18' UP PLUG, I -- Water Main Connection 6th ADD17701V FINISHED GRADE _ — EXISTING GRADE601 — _ 111DN Mg' -18 — — _ _ — — — 899'-18' DIP CL St 1 _ WATER MAIN 7.5' MIN. COVER -EX. 18" DIP t yr _w ww W�V��TaF _wW1 M11d ��`rt_.apar wo�xu unsns m.M Rwda Fop P� n•w. y� 06/21/0 u. w 0/16 _W I PRpaed for. Oe1.W ,sI W Chanhassen Residential Development Partners, LLC yww ac One Corporate Center IR, Suite 300 7300 Metro Blvd EAh A, MianeKRa 551 2302 12 13 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Coll 08 Houn NaTore digging: GOPHER STATE ONE CALL Twin City Area 651-151-0002 Mn. Tall Free 1-800-252-1166 GENERAL NO DENOTES SANITARY SEWER SERMCE INVERT O END OF STUB DENOTES SANITARY SEWER SERVICE WW LOCATED ON MAINLINE MOM DOWN STREAM M.H. F1AG HYDRANTS EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITYS LATEST STANDARD SPECNICATIONS ANO DETAIL PLATES. ALL SANITARY SERVICES AND WI SHALL BE 6' PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVEN ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SOODED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DMIL EO. ALL WATER SERVICES SHALL BE 1' TIDE K COPPER x 50' IN' 150' i01.1. `0100 D.m 05/26/10 S 9 or 18 Sanitary Sewer and Water Main Construction Plans Water Main Connection I "A` 6th ADDITION HID. – W/AUX. VALVE _ l��' Y-6' OIP I6 –1 18'a6' TEE C i l GRND. EL =885.5 SEE MEET 6 J 1 2 i 4 5 6 OUTLOT A -_ w L71 5B I I I I I I I p I 60 I -- -- -- -, 5� I w j Water Main Connection 6th ADD17701V FINISHED GRADE _ — EXISTING GRADE601 — _ 111DN Mg' -18 — — _ _ — — — 899'-18' DIP CL St 1 _ WATER MAIN 7.5' MIN. COVER -EX. 18" DIP t yr _w ww W�V��TaF _wW1 M11d ��`rt_.apar wo�xu unsns m.M Rwda Fop P� n•w. y� 06/21/0 u. w 0/16 _W I PRpaed for. Oe1.W ,sI W Chanhassen Residential Development Partners, LLC yww ac One Corporate Center IR, Suite 300 7300 Metro Blvd EAh A, MianeKRa 551 2302 12 13 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Coll 08 Houn NaTore digging: GOPHER STATE ONE CALL Twin City Area 651-151-0002 Mn. Tall Free 1-800-252-1166 GENERAL NO DENOTES SANITARY SEWER SERMCE INVERT O END OF STUB DENOTES SANITARY SEWER SERVICE WW LOCATED ON MAINLINE MOM DOWN STREAM M.H. F1AG HYDRANTS EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITYS LATEST STANDARD SPECNICATIONS ANO DETAIL PLATES. ALL SANITARY SERVICES AND WI SHALL BE 6' PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVEN ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SOODED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DMIL EO. ALL WATER SERVICES SHALL BE 1' TIDE K COPPER x 50' IN' 150' i01.1. `0100 D.m 05/26/10 S 9 or 18 Sanitary Sewer and Water Main Construction Plans Water Main Connection Westwood Professional Services. Inc. N a 1 6th ADDITION m m 1 1 e n I u i 1 a w 390' YC 1 / LP. TEV = 905.90 1 / m o LP: STA - 20+79.80 FINISHED CA GRADE' + c PM STA = 19+10 STMH=62 CASUBGRAOE `" °' PN ELEV = 904.6] / 1 STA.[]+36, 13' A n A.D. _ ].9] / 1 RE =92064 > w K - 36.40 1 IE -91429 / I 1 0. ]X / 1 CBMH-82 1 PVS 50R 55 SOTx EEA -906.34 I 166'15 1 �SSTA20+!i51].s' L 4 P6ROAFILE DN3 Q DMO RE -906,00 IE -901.25 I PROFILE 4 885 22 I ". �N.oluW f.Nm Fc ARMrN MlnIt9N 5,113 n,w N�-vsam 61.,800,9 ,a,i we awn-srse YYait9Yood BMH-82 Mi '-(811H-83 ' STA}8+58 RE -912.04 1E-9Da.oz River Rock Drive North M '°°' 'S° n m o n = � � i 3rd 5th ADDITION m � ADDITION � EX/S17NG 2nd ADDl170N m 945 i A 41sk 1 I I 1 1 zm K I FINISHED CA MADE I 1 n m LP. EIEV = 927.29 940 C/L SUBGRADE L.P. STA 9+84.47 1 I ei m PN STA = 10+00 + PM ELEV = 924.50 nn LT. A.D. _ 7J9 mm N _ n K 37.22 A A 935 n cb VC = 290.00' aj n w n H.P. EUV = 937.28 � I 1 N.P. STA = 13+75.66 � 930 / 1 1 PN STA 14+25 � � 3A / 1 1 PVL EI -EV - 942.82 / 1 1 AO. - -11.31 / K =36.69 VC 415.00' 92$ CBMH-63 920 f:BAlll-6} CB -65 STAt6+]} RE =924.30 RE =92484 CBMH-64 IF =920.30 E -918.4$ STA.16+73 L__ ---_-__J RE=92484 12.20 IF =919.41 915 924 64'-15' .RCP CL 5 O 6.50%. 149'-15" RCP CL s O 0,60% 26'-15" RCP 0. 5 O 369% RCP a s o 4 zoo PROFILE 2 • 10j Ct 91hADDn'[ON ft ADD(Ti)Oly NOTE: --TI - - - - --_ COMPACTION EFFORTS INSIDE I�OB-84 Cal 48 Hwn before digging: YARD AREAS SHALL MEET S ECS GOPHER STATE ONE CALL CALLED FOR 5 JNDER STREET . 8 EXISTING 6 7 9 10 /L 5th ADDIMV J 3rd ADMON 2nd ADDITION I 5' CONCRETE Mn. TO Free 1-800-252-1166 SU NTABLE 4 51UEWAu< (TTP.) GIB 81 C t CUTTER \ I I CB_B5 o0 1 ) /A� L----------- GENERAL NOTES: RADIUS TO BE 8618 C. t G. I I I I ____-__7 - CBMH-83 a �W - _{ I / S N 61 CB1AH-82 a . 2 I 3 FURNISH t INSTALL ^ ,ham BMRI L__-_ CAm_ 1 I I 1 I l SURMOUNTABLE CURB e1 j - l r 6l� I(-DITION --1 1 w I///j I I 1 I 2 /5 DENOTES GUTIERUNE ELEVATION H SmI L L N IM STRUCUON I QED. ftwP 1 2, 11 q AT INTERSECTIONS i ----- -T tela+ -]SII I 3 1 1 S ��QQ VB I I _� 1 1 i I I ALL RCP SHALL BE CUSS 5 IN 1 IFURMSH I 2 ,I NI CB -214 IL--_-� L- " I ROADWAY 1 Sm ADDITION I I It INSTALL I N a 1 6th ADDITION m m 1 1 e n I u i 1 a w 390' YC 1 / LP. TEV = 905.90 1 / m o LP: STA - 20+79.80 FINISHED CA GRADE' + c PM STA = 19+10 STMH=62 CASUBGRAOE `" °' PN ELEV = 904.6] / 1 STA.[]+36, 13' A n A.D. _ ].9] / 1 RE =92064 > w K - 36.40 1 IE -91429 / I 1 0. ]X / 1 CBMH-82 1 PVS 50R 55 SOTx EEA -906.34 I 166'15 1 �SSTA20+!i51].s' L 4 P6ROAFILE DN3 Q DMO RE -906,00 IE -901.25 I PROFILE 4 885 22 I ". �N.oluW f.Nm Fc ARMrN MlnIt9N 5,113 n,w N�-vsam 61.,800,9 ,a,i we awn-srse YYait9Yood BMH-82 Mi '-(811H-83 ' STA}8+58 RE -912.04 1E-9Da.oz River Rock Drive North M '°°' 'S° n m o n = � � i 3rd 5th ADDITION m � ADDITION � EX/S17NG 2nd ADDl170N m 945 i A 41sk 1 I I 1 1 zm K I FINISHED CA MADE I 1 n m LP. EIEV = 927.29 940 C/L SUBGRADE L.P. STA 9+84.47 1 I ei m PN STA = 10+00 + PM ELEV = 924.50 nn LT. A.D. _ 7J9 mm N _ n K 37.22 A A 935 n cb VC = 290.00' aj n w n H.P. EUV = 937.28 � I 1 N.P. STA = 13+75.66 � 930 / 1 1 PN STA 14+25 � � 3A / 1 1 PVL EI -EV - 942.82 / 1 1 AO. - -11.31 / K =36.69 VC 415.00' 92$ CBMH-63 920 f:BAlll-6} CB -65 STAt6+]} RE =924.30 RE =92484 CBMH-64 IF =920.30 E -918.4$ STA.16+73 L__ ---_-__J RE=92484 12.20 IF =919.41 915 924 64'-15' .RCP CL 5 O 6.50%. 149'-15" RCP CL s O 0,60% 26'-15" RCP 0. 5 O 369% RCP a s o 4 zoo PROFILE 2 • 10j Ct 91hADDn'[ON Cal 48 Hwn before digging: GOPHER STATE ONE CALL EXISTING Twin City Area 651-454-0°02 /L 5th ADDIMV J 3rd ADMON 2nd ADDITION Mn. TO Free 1-800-252-1166 I I CB_B5 o0 /A� GENERAL NOTES: RADIUS TO BE 8618 C. t G. I I I I 6/ �W - _{ l `� WTH 10' TRANSITION FROM 2 I I I I 1 n 1 I I 1 I l SURMOUNTABLE CURB 11 1 1 CBMH-213 w I I 1 I 2 r� DENOTES GUTIERUNE ELEVATION I L Y N 1 2, 11 q AT INTERSECTIONS ALL RCP SHALL BE CUSS 5 IN IFURMSH I NI CB -214 j 1 I I ROADWAY 1 Sm ADDITION I I It INSTALL I Jrd ADD,TI I I MIN. 9" CLA55 5 UNDER C t G 1 STA 14+95 1 BEGIN STREET, 1 BARRICADEq 1 ADJUST G.V, 1 I I I HOLES BE PRE-CUT IT ALL H-62 C&IN_6�-___IODNS "STRUCTIO�I elro (TYp,) BEG. SUR , 1 STORM STRUCTURES THAT HAVE ST DRAINTILE INLETS. CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER �h. ;� _�-� ( CURB IS COMPLETE. THEY SHA LL fiT �' L BE MAINTAINED UNTIL THE SIZE HAS tr al mot BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 ADDITION n „ / ALL SIGNAGE TO BE FURNISHED AND --- ADd M. --- " l / �� INSTALLED BY CITY. _ STREET TREET N I CB _B� !�T1P,) 3rd AOg710N STA 14+95 1 r-__ t A~� ^ ^ 55.90 = 1055.90 1 20 J I 1} Jam) 1 �1 I I 1 ES�DN 4 1 `_ 3`\ \r // \ ALL AREAS SHALL BE I it DRAINAOC k umuw I 1 1 / ED AND SEEDED AND NULCHED WIlH IN �'IIH-611 �� END1 L________ 1 I y 1 48 HOURS TO MINIMIZE EROSION I I I I 11 -J , 1 P� // ALL UTILITY WORK SHALL BE IN 3 d ---------- LATEST ACCORDANCE WITH THE qNS II I .\ T �\ DSPTATOAND DETML3 i I I I i t I IrI L_- T PLATES, EHE11 H 2. CASING NOTE: I 2 ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLL CASTINGS IN PAVED AREAS / / e / SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES / _ / THE SUMPED ELEVATIONS. i ^ / REFLECT N a 1 6th ADDITION m m 1 1 e n I u i 1 a w 390' YC 1 / LP. TEV = 905.90 1 / m o LP: STA - 20+79.80 FINISHED CA GRADE' + c PM STA = 19+10 STMH=62 CASUBGRAOE `" °' PN ELEV = 904.6] / 1 STA.[]+36, 13' A n A.D. _ ].9] / 1 RE =92064 > w K - 36.40 1 IE -91429 / I 1 0. ]X / 1 CBMH-82 1 PVS 50R 55 SOTx EEA -906.34 I 166'15 1 �SSTA20+!i51].s' L 4 P6ROAFILE DN3 Q DMO RE -906,00 IE -901.25 I PROFILE 4 885 22 I ". �N.oluW f.Nm Fc ARMrN MlnIt9N 5,113 n,w N�-vsam 61.,800,9 ,a,i we awn-srse YYait9Yood BMH-82 Mi '-(811H-83 ' STA}8+58 RE -912.04 1E-9Da.oz River Rock Drive North M '°°' 'S° n m o n = � � i 3rd 5th ADDITION m � ADDITION � EX/S17NG 2nd ADDl170N m 945 i A 41sk 1 I I 1 1 zm K I FINISHED CA MADE I 1 n m LP. EIEV = 927.29 940 C/L SUBGRADE L.P. STA 9+84.47 1 I ei m PN STA = 10+00 + PM ELEV = 924.50 nn LT. A.D. _ 7J9 mm N _ n K 37.22 A A 935 n cb VC = 290.00' aj n w n H.P. EUV = 937.28 � I 1 N.P. STA = 13+75.66 � 930 / 1 1 PN STA 14+25 � � 3A / 1 1 PVL EI -EV - 942.82 / 1 1 AO. - -11.31 / K =36.69 VC 415.00' 92$ CBMH-63 920 f:BAlll-6} CB -65 STAt6+]} RE =924.30 RE =92484 CBMH-64 IF =920.30 E -918.4$ STA.16+73 L__ ---_-__J RE=92484 12.20 IF =919.41 915 924 64'-15' .RCP CL 5 O 6.50%. 149'-15" RCP CL s O 0,60% 26'-15" RCP 0. 5 O 369% RCP a s o 4 zoo PROFILE 2 • 10j Ct 91hADDn'[ON 910 169e6 eEMu P8 ' Ir OF/21N 1�r D71f I arr4 emu I P'ePe3Gd far. H� ,sea Ctlgrlhe8sen Residential Development Partners, LLC ue Ch,e Corporate Center H, Suite 300 7 300 Meso Blvd. l:dim, MinneeoM 5Xi9-2302 10 9 Imes[ RevFnon Detc 06/21n3 3olatwass01 D. The Preserve Tift lu/zbno 91r9e To GP TB at Bluff Creek Storm Sewer 3rd, 4th, 5th and street I & 6th Additions Construction Plans tTvnh.em. Minnmh Rive+ Rah Drive North Li06 WWtM..d Professional Sern<es. Ina. / Call 48 Havre before digging: ,EiIPONE `\ 3 GOPHER STALE ONE CALL OR v� �\ TXiNAR \\ q1 Twin Cit, Arno 651-454-0002 I- 4~ fl 1 II 1 Mn. Toll Free 1-801-252-1166 -62 ♦ / / 3^1 1, GENERAL NO 5: 2 ^ `\\ / / / , BEGIN SSIREET \ /J RADIUS TO BE 8618 C. h G. ♦ - la1a� \ ADDITION / \ `\ p7 % JI $ r CONSIRI1LTIfM1 FROM MWOUNTABE CURB / \\ Tp )D71T ; > 2 / 1 DBWI-1]u---- '( 1 .111' 4 S♦ � DENOTES CUTIERLINE El£/ATION y / / I I lib /I ♦j AT INTERSECTIONS 2 i /�\ \`\ % / `_J ``�-201 CB' -4p2 11 ♦♦♦♦� ALL OR ADCP SHALL BE CLASS 5 IN < , A3 \ 20�_ % \ PED. v // i \ i J 4 JI • MIN. 9' CLASS 5 UNDER L A G \`\ IN ALL \ ' \\ // /'/ ��, SEES -221 / m I` v 1.� I ♦```�-7 STORHOLEM STRUCTURES THS TO BE TAT HAW 6A`\` / SIG. ANDIRON45 % \` / V I DRAINIE WETS. \\ / n / ,\ \ 1 1 I I 6 1 I \\`\ \ <{YIMSiRI1CTl 2 1 I I 8 L� � GUM I CURB INET SEDIMENT FILTERS SHALL LLED IMMEDIATELY AFTER 4 \ V / 9� i ^ I I _ _` CURB BE SISACOMP COMPLETE. THEY SHALL \ !� . BE MAINTAINED UNTIL THE SITE HAS / \'l M- / I I \ v �g,,.,� I `� I I 1 l I l I X /'S STMH-1 J BEEN STABILIZED AND THEN SHALL % /\`\ Pm RAMP 1 \' J I I r 4 I I 1 / /d1AWAGE ! UTIl1TT/ / -/ / 7 L,_� I 1 I EASEIENT / BE REMOVED. PER CITY DETAIL I / Ir��� •J L � I J 1'! C � � // ^�\ 2 �� PLATE N0. 5302 p• R. (PIP \ ADJUST G.V. I / IN01E 1 CB�21¢/y l / V / 7 / / \ \ I ALL SIGNAGE TO BE FURNISHED AND 2 `\ \ ' / \�� I 1 1 YARcomD 'S1A 1hMEET 65L� I I % /' \�\\� I / INSTALLED BY CITY. \ \ \ I /GALLED UNDER _ l I CawH- \ \ \ 107011 I I _-•J / SE DETAIL \ / \\ \ ♦ 1 CBMH-5] !4� 1 5�: l L / v, \ SEE DEFNL \ \ / / ALL DISTURBED M AREAS SHALL BE 4 I 1 rte- ➢IK / \ \ \ \ / SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSI011 \` CBMH-56 I I / I I I t ' `> / / I'B-217 \ �♦ ALL UTUTY WORK SHALL BE IN SEE I 2 I {DI �T� /' ( //� \ \ / / ACCORDANCE WITH THE ONS LATEST \\ 9 \ ` II SFE OETAL/ /ADd15T M.IL I STK BEgN2STREET / /"\ \\ N STANDARD\`\`�// PLATES. SEE SHEETAnON 11 d 120 DETAIL ` ®Iw-X �M� I / I�.� i I casmucnaN// // `\ \ > !\ 511lEET \\ .� ` _ J I 1 , / \� \ // CASTING NOTE: /�\ \�+IT L�� / CP161 ^�\ `� \ // ALL CATCH BASIN CASTINGS IN CURB / \ \ CB -55 \ •� - _J --� ♦ / \ \ \ V SHALL BE SUMPED 0.15 FEET AND - f - ♦ / ` \ i MANHOE CASINGS IN PANED AREAS / S ON PLAN PRORLES �\ \ - SHALL BE SUMPEO O.OS FEET. RIM ELEVA�' . n I r�� 4 a SfA2+121 \ % RO'ECT IHTNE 9JMPE0 ELEVATONS. CRETE. I "! I r, ,�\ `\Be STREET `N v 1 1 1 1 1 � -'-1 \\\ / CONTRACTON:RURSCNMLIECONSTRUCTION •\\\\ / I I I 2 1 t1 1 I I I j--- ` 11 `\\ REd'OVi7 DRAW 404TH AMMON 1 , I / W 3 1 CURS k 71A / I ` \ \\ ` / CONFORMING TO CONSTRUCTION I / 11 11 ♦ `moi BY Jerrod DATE 02/15/13 I 4 1; 5 ; � st � � ' 7�� I , Degler Circle ``` ; ; / 50 100' 150w m m m ml m m m m m m ary 6 mx 140m nm_ O- 0 Y I m m m m m .0PN STA = 6+504th ADD10Neso 51h APN EEV = 9.50 3rd AMMON EMETA V = 752 a A.D. - 2.27 FINISHED CIL GRADE 1 1 H.P. ELEV - 921.94 m+ A.D. - 2.36 = 39.65 1 H.P. STA = 9+60.53 K 38.11rK ro K CIL SUBGRADE PN STA = 9+25n + nn1 PN EEV = 923.00- iA n _ LP. EIPV =902.62 M.P. EIEY - 903.10925 Y1A.D. _ -8.13 ori 60 PN EEY .04.00 1 LP. STA = 1+b OS H.P. STA = 0+27.84 teA 5th ADDp1C14 1 m 1 K - 17'21 m n ^ PN STA = 1+45 PM STA W25 STA. 9+55 w m + A �m KD 11912 PN EEV= 9M.4] P`AAELEV 9D. 3519260'n CEX�STC SWRg u K 693w LOW PONT EEV - 902.71 T TO > r > 1 ea n - or a m a Y LOW POINT STA - 0+52.63 910 820 1 ora, an „0 1 N rm ? Soo n m V15 =90158 1 _ 13• 1 A m rti I 0 o m a P m# PIP 0 PVI ELEV = 4 w5 X II I 1 1- 1 1 0 �� A.D. =7.04 70'-15" RCP 4 <Y5• RCP 1. W a- 0 1i w 0 i 9 1tZ O s3-/ m i �' 1 n i 1 s1$ 1 CL5 H-5] 5 � 1 s II �' w K:3691 \.... EAJ+-9M1i34911.1111 W w 'a w o. or a w a. > M / E =997-26.90]100 CBMM_Sfi. m m PROFILE 1 / STMH-62 161 \ STA 6+82 _ 'ONS / 6TA.1D+8] Il' R 15" RCP CL 5 , \ RE -989:29908.2 RE =920.64 CBMH-61 O 0.355 1 CBMH-59 - / IE =914.29 STA.,0+62 I STA.8+85 SO IE �9BYN 905.43 L59'CL SRCP CBMH-53 RE ,10+628 I E =949.7991 ,yS• i O STA, 5+56 _ _ _ I 202 i900 910 IE =914.20 1...-943:5B913�1116 R CBMH-54 { 16 RE =996.dP906.56 _ CP 4 STA.6+16 IE=9B23P902J1 AA+SJ- 1 C, RE=9B3.M].40 86-1618 8CP - - -- - E-419844.897 25'-15" RCP CL 5 O 0.35% 1 Ib A9+55 IE �9Bd44 3.28 CBMH-218 STA. 9+55 STA2+]6 f199IL _0 66'-21•R 26'-15' RCP RE-BB9dB9g286 RCP 1 I END ST. SWR. I I I Q S p CI_ 5 Cl- 5 I INSTALL PLUG I IE=B9&4YB9B'13 { 4-721F2gT CBMH-215A O _ I4 p.2g91f1.15 895 1 IE=913.83---115TA W55 sos PROFILE 1641 >< s A:,ao CBMH-215 4th AMMON I _ [. � .J2 STMH-23 PROFILE ZJ CB_58 RSA:+7889439 219 ISE =SIN 33 ••lE -B9S96 Og52,�5TA 0+13 2j• 4[9. ADDI710N CMH -57 896.31 AIE RE=89669 696.87 p - p� STA.++OBIAH-1 CB -60 STAN+37 CBMH-54 IE =41954 !•g' RE =918-BB91fl39 � �''�11'µ CB -219 K me%+B 6.39 C�510.4KR0.241G 895.]6 �BQS RA1+5� G IE 893.69 't IE sago, I III s00 r� IE =9449914.56 K =9Bid490T.14 STA.2+76 30'-1 B" RCP -220 II 11 ALT\ 125' CBMH-58 PROFILE 1 �2yy ,5" RCP Cl -5-55 RE=9B26BW282 CL 5 09iBF0.1]; CBMH-201 =946.39915.4 FES -221 4th ACB7FEION 2T- p 130'-15" RCP Cl -C 5 O tEE-=908 w IE .890 MIT CBMH-218 COW C8-217 5TA0+53 9433;` 91376 IE =9F32>913.61 - IE=69T.FR897.36 Q9. PfOJIC[ # 14.30( PROFILE n STA.1+10 6JrJ 33'-12- RCP CL 5 O fiiBR 40 9 �OrlM 272415" RCP U. 5 23'-15" 44 I E =9819580200 IE =69f9P 0.451[ U9. ADDISION 1.41R29B0 O fh314 IE =41944 BDAM 11 10 s a 7 6 s 4 3 ZPROFILE 16A t o t 1ateR[ Rev sioD Date 06/21/13 3rd AMMON The The Preserve 05i26/10 11 M 1e at Bluff Creek Storm Sewer "• n.ole naro.e,.a> k 1 A,w aw e... w - I•_.•. n-rr�Au� rXr�..�'. ua ®. o, for I 3rd 4th 5th end street Chanhassen Residential Development Partners, LLC I I ssi-wam � m� m,,, �A9 One Carpaoge Center m, Suite 300 & 6th Additions Construction Plans o .aossr w rw.A, .Wanxsxso RedA BApv P8 a,/>9nxa u��w,.. 73M Metro Blvd Ch nhaeiruleeoG n, MD4.� %/Mm Mi N. 0716 - 5dine, Minae 55439-2302 � r► 9-0 = Mills Drive aea is a P a w es s K 3rd ADDITION I PM STA = 3+50 m PM ELEV = 916.35m - PM STA = 1+20 A.D. 1.67 ❑I PM ELEV = 905.72 +m K - 53.9 m 'I / AD. = 1.62 K = 55.66 FINISHED CA GRADE epK o C/L SUBGRADE m P a N r I 0 0 5 w m + S a STMH-203 STA.0+11 RE -99234 IE =686.69 IE =696il IE -895..51 RE=9021.85 IE -896.87 IE -895.]6 IE -895.69 1 W U y / 107 Ip1 i II / �RCp G� O CBMH-201 L .d STA 2+10 CB -201S 908.52 90Au EE -99489 PROFILE 8 Std AMMON I ". Wbsra,sal1YWSR •4�Iaa1MS111 IID. a%4Hsata e ..® ry H1H Ht�i1M Akst%%OO IE -_.: RCP CL. 5 O C13-209 rP_.R�. G.. I RE =92349923.1t 016%2301* IE =91991 919.01 PROFILE 7 CBMH-208 3rd AMMON STA 4+15 RE =9Mid2 IE =916-63 26'-15' RCP CL. 5 O 3:95IH1 CBMH-204 � 26'-15" RCP CL 5 O 9.698 2358 ADWST G.V. 1 (TYP.) 5 A URNAROUND /OrE OETn1L. SNEE ---_--STMH-71 4b 3 r m m u r p P b P P a iP^p n PM STA 5+5011 m-t>twlw PM ELEV 935.22+ N x A.D. -5.46. h K 1649 m m a w A t 940 935 930 925 920 it r_V__ m.---� ----- 0101111 ------ 6//1.4013 t a w - - - �- CBMH-217 i$TA. P 2 1 i 7+68 STA -SIM. RE =94,21 935.9] �REA.4+1 ON SUNNI UNTABLE CON( / IE _-Ae=4 931.17 - 100'-15' RCP /. 1 SIE CTION C°NSTIR -- �% 910 (TYP ) RGp GL. 5 O li I L - - --- CB -al 140P9B 9 a 11 R I6Qa' �.E, 195,15 I CBMH-211 sa -. I uH i 95 CB -214 RE -9 RE =96,41 931.37 �lE RE -938 O =996-:> 926.3] CMH -213 $E -941-M931.31 P � j VS 26'-15' RCP Cl_. 5 O a 659 0.54% `ry1. CB -212 : CBMH-211 9a RE =A.5+98 RE a 971.27 y.�� PROFHE 5 III'�YWIIII CBMH-210 IE =92id6 927.12 3rd AMMON STA.4 J3 RE =99d-4192149 BMH-20 IE =9491991698 26'-15' RCP CL 5 09iBF288S ] 62'-15" RCP CL 5 O ? Be% 961 919.78 MFME 6 5.60 14.37 3rd ADDITION 3% 940 935 930 925 920 it r_V__ m.---� ----- 0101111 ------ 6//1.4013 ---- _ ,T»J I 6B DRAINAGE 6: UTIUTY I v EASEMEN CBMH-74 ITA .0+26 P 2 1 2 3 4 RON I 13th ADD ON SUNNI UNTABLE CON( RETE }BEGISTA. 1+ 3 CURB !CUTTER 100'-15' RCP F1 1 N 5 CB -75 Cl_ 5 O 056% CTION C°NSTIR -- GTI ADJUST M.H. 910 (TYP ) ---- �L L - - --- CB -al 140P9B 9 a 11 CBMH-74 O 0.50% sa -. uH Coll 48 Haan tetort digging: GOPHER STATE ONE CALL Tin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: RADIUS TO BE 8618 C. k G. w1TH 10' TRANSITION FROM SURMOUNTABLE CURB DENOTES GUTIERUNE ELEVATION AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 IN ROADWAY MIN. 9" C 55 5 UNDER C t G HOLES TO BE PRE-CUT IN ALL STORM STRUCTURES THAT HAVE DRAINTILE INLETS. CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY DN. 55.90 = 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WTH IN 48 HOURS TO MINIMIZE EROSION ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE DNS LATEST STANDARD SPECIFICATION AND DETAIL PLATES. SEE SHUT 11 h 12. CASTING NOTE' ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PRCFILES REFLECT THE SJMPE° ELEVATIONS. r-- - UH -J41 t AN+J6 I- 5 S\ "-e° 11 1 �CBMN-J II o _ L 20' R. (IYPJ CB -77 1ROPD8 n !r Rock Drive N. (Private) 50 5 - 2 & 8716•.0900 (BR18) m n 0 0.40% m 0 P q m m FINISHED C/L GRADE CA SUBGRADE PM STA.= 1+00 _ PM EUEV 904.16 AD. 0.40 n n N = 224.47 n BO w 1 1 m h + O M ADDIM F 1 1 n t STA 1+55 m w i m 5tH ADDITION 1 a w ,STA. 1+55 u EX. SL SWRI. a TO s N Ji w END ST. SWR. T n i a w89902LDG 1, % 0.60% - - 2 -15- ROP CL 5 O 1.80%. _. _ .1_15' RC air, `tom`r4 Mly� IYY�! !®y`S'�" ` -�--- •M-- m%4ga (yallhassen Residential Development Partners, LLC s. Rese-s'OM.! 111114 111 m,aoni �- ale One Corporate Cense+ M, Suite 300 6�r1 Ram Wtg • r mnana sor, �� ti 7303 Metro Blvd 95/21/y9 ra_ r VMFdiret, MiMesota 55439-2302 i CB -7T [��7==:IT6' 20 34'-157 RCP X. 5 CBMH-76 O 302% The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions MSWH-80 STA.20+55. 17.5' L RE -906.00 IE -901.24 4 PROFILE 9 6th AMMON L_31'-15' RCP CL 5 O 0.50% City Project i 10-= 885 tAbmt Revi M fate 06/21/13 3 momsf Usaa� 05/26/10 ALL 12 of 18 Storm Sewer and Street Construction Plans Mills Or. k River Rode Co. N. (Privste) STMH-J1 STA.0+11 12' R RE =90170 IE -897.79 CBMH-74 ITA .0+26 915 15'-15' RCP RE i 903 34 CL 501 50% E = 3 - ilE =898.01 100'-15' RCP CB -75 Cl_ 5 O 056% STA +2" 910 RE =90334 E =899.31 23'-15' RCP CI_ 5 CBMH-74 O 0.50% air, `tom`r4 Mly� IYY�! !®y`S'�" ` -�--- •M-- m%4ga (yallhassen Residential Development Partners, LLC s. Rese-s'OM.! 111114 111 m,aoni �- ale One Corporate Cense+ M, Suite 300 6�r1 Ram Wtg • r mnana sor, �� ti 7303 Metro Blvd 95/21/y9 ra_ r VMFdiret, MiMesota 55439-2302 i CB -7T [��7==:IT6' 20 34'-157 RCP X. 5 CBMH-76 O 302% The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions MSWH-80 STA.20+55. 17.5' L RE -906.00 IE -901.24 4 PROFILE 9 6th AMMON L_31'-15' RCP CL 5 O 0.50% City Project i 10-= 885 tAbmt Revi M fate 06/21/13 3 momsf Usaa� 05/26/10 ALL 12 of 18 Storm Sewer and Street Construction Plans Mills Or. k River Rode Co. N. (Privste) a I W12.W. ft �F we.11s.w s,R er� 1U111H FH�8151M Westwood +wermY�. 5B o ADJUST M:r Call 40 H.ra before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mo. Toll Free 1-800-252-1166 N RA NO RADIUS TO BE 8618 C. k G. WITH 10' TRANSITION FROM J / I I J L - - - - ______ M A -_-- � --_ SURMOUNTABLE CURB 1 I I I II L_-__- I- -- _ _ -_, r--__ T"' F r -_ -- -- DENOTES ECTTERLINE EIFVAIION 4 L----� f 0;0__ r /� I 1 I8i IY1 au4n AT INTERSECTIONS 48 HOURS TO MINIMIZE EROSION M♦iMM _ r {rte - 5�/ , ALL UTUTY WORK SHALL BE IN I V 2 ALL RCP SHALL BE CU55 5 IN ACCORDANCE WITH THE GTYS LATEST 10' R. (TYPJ I I 2 '--- = 1 I•� �i ROADWAY I I 3 T`NOIEI - - - ALL CATCH BASIN CASTINGS IN CURB • - MIN. 9• CLASS 5 UNDER C a G u I 5 1 1 I SHALL BE SUMPED 0.05 FEET. RIM 444 I ELEVATONS ON PIAN PROFILES HOLES TO BE PRE -WT IN ALL Iw 1 I I 1 COMPA�`OFS ON EFFIXt IINSIDE CONTRACTEI4: BURSCMOIL£ CONSTRUCTION _ _ _ _ _ _. STORM STRUCTURES THAT HAVE I I I I YARD SHALLI SET SPECS _ CONSTRUCT TEMP. DRAINTIE INLETS. WW I I C UNDER TREETS. I 1 BIT BERM TO DIRECT I PUS I I I WATER TO CATCH CURB INLET SEDIMENT FILTERS SHALL CBMH-]� I I LCB -73 UNTIL 5TH ADD. IS BE INSTALLED IMMEDIATELY AFTER I STMH-]1I ICB1tH-TII I J L--- 1 -____ _ COMPLETED. CURB IS COMPLETE. THEY SHALL `---J L---- L_ _ _ L ED UNTIL THE S[TE S BE ASTABILZED --J L BEEN AND THEN SHALL _ a BE REMOVED. PER CITY DETAIL +~ T m PLATE NO. 5302 i 9 4tN NDITION ALL SIGNAGE TO BE FURNISHED AND DRAINAGE t �i♦ ♦♦♦ EASEMENT i Degler Lane - r --V- M A - ---- PROFILE 12 FEND STREET 55.90 = 1055.90 CB -BB 5' 9 CONCRETE WALK (TYP.) CONSTRUCTION SURMWNTAB CURB k W CONCRETE R 1 2 3 4 5 CONSTRUCTION m aoolnoN 5A SEEDED SEEDED AND MULCHED WITH IN au4n DRAINAGE t �i♦ ♦♦♦ EASEMENT i OS WC �m PN Su - ry o PND '.kY =905.005.0 0 + m J!'^T'� D ST. WRTALL PLUGD"A' "W 57 fill, ADDITION % lr STA. 4+36 CONNECT TO EK ST. SIMII n= r A.D = -4.42 a K =.3959 FINISHES CA GRADE n w I / m o m F a w SwUBCRA/DE � � 5 � 3 R 2W i / W56,15 F i / 25'48'-1 S' RCP- Ci- 5Org W53-�5 �' STMH-71 51• RE =9 4. F1' L / 6ti RE =904.]0 / 5 ® IE =897]9 LAW COMH-72 Degler Lane 'STA. 4+46 INSTALLED BY CITY. SU_A00111 0 50' 100' 150' PROFILE 12 FEND STREET 55.90 = 1055.90 STA4+461 P CONSTRUCTION BEGIN STREETn ALL DISTURBED AREAS SHALL BE CONSTRUCTION m aoolnoN B SEEDED SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION PED. RAMP (TYP.) , ALL UTUTY WORK SHALL BE IN ACCORDANCE WITH THE GTYS LATEST 10' R. (TYPJ STANDARD SPEGHCATION AND DETAIL 6 6 PLATES. SEE SHEET 11 k 12. CAS-flNG NO - - - ALL CATCH BASIN CASTINGS IN CURB • SHALL BE SIMPED 0.15 FEET AND MANHOLE CASTINGS IN PANS AREAS 444 SHALL BE SUMPED 0.05 FEET. RIM 444 ELEVATONS ON PIAN PROFILES REFLECT THE BUMPED EIEVATONS. e / CONTRACTEI4: BURSCMOIL£ CONSTRUCTION RECORD DRAWM^ 4M ADDIVION CONFORMING TD CQVSTRUCI70V RCCORDS OS WC �m PN Su - ry o PND '.kY =905.005.0 0 + m J!'^T'� D ST. WRTALL PLUGD"A' "W 57 fill, ADDITION % lr STA. 4+36 CONNECT TO EK ST. SIMII n= r A.D = -4.42 a K =.3959 FINISHES CA GRADE n w I / m o m F a w SwUBCRA/DE � � 5 � 3 R 2W i / W56,15 F i / 25'48'-1 S' RCP- Ci- 5Org W53-�5 �' STMH-71 51• RE =9 4. F1' L / 6ti RE =904.]0 / 5 ® IE =897]9 LAW COMH-72 Degler Lane RE =908.84 BYw� McCarty DATE 02 5 ��- 0 50' 100' 150' PROFILE 12 } 6tL ADDITION 41 P m aoolnoN B OS WC �m PN Su - ry o PND '.kY =905.005.0 0 + m J!'^T'� D ST. WRTALL PLUGD"A' "W 57 fill, ADDITION % lr STA. 4+36 CONNECT TO EK ST. SIMII n= r A.D = -4.42 a K =.3959 FINISHES CA GRADE n w I / m o m F a w SwUBCRA/DE � � 5 � 3 R 2W i / W56,15 F i / 25'48'-1 S' RCP- Ci- 5Org W53-�5 �' STMH-71 51• RE =9 4. F1' L / 6ti RE =904.]0 / 5 ® IE =897]9 LAW COMH-72 STA.2+79 RE =908.84 1 IE =904.84 IF =902 95 PROFILE 12 } 6tL ADDITION CB -88 STA.3+03 RE -909.57 E -905.57 125 CBMH-72 34'-15" RCP Cl- 5 O 2.155 eoir.r wr�.wler�ivaa�t 4wWr ore 14Ha e-♦-..---- m�•�=� P�C11an118sm Residential Development Partners, LLC o me o R One Corporate Center m, Suite 300 rwIWaa, P8 a M as w w,.. 7300 Metro Blvd RY 06rIn3 Ir. w D716 Edina. Mian000 55439-23 M 78A RE -909.90 IE =905.90 44'-T5• RCP CL 5 O 5.2n The Preserve at Bluff Creek 3rd, 4th, 5th & 6t1t Additions Cjty Project IF 10.10(1 885 latest Revision Date: 06/21/13 z010104asrwoac OWW 05/26/10 M 13 oP 18 Stora, Sewer and Street Construction Plans Degla, L a Inc. 1 - CONCRETE CUR i CURB &GUTTER JI a4 5' CONCRETE sIDEWAK Q _ 4 _DR U J EAASEME 2 �PEO RAMP -`TMP-)- / 4 1 JUIUUII" `ADST G.V. CBM p�Bp g ADJUST M.H. (TYP) FES -93 i / APRON w/TRASH CUARD\ 5.9 C. / 5.9 C.Y. CL. 3 RIP -RAP \ 3.0 C.Y. FILTER MATERIAL \ NOTE: COMPYARDA AREAS SHALLEFFORTS INSIDE YARD AREAS SHALL MEET SP, CALLED FOR UNDER STREETS. OUTLOTB __--- River Rock Drive South in � O A O n P P P ami. P VC i 200' o a 1 o in N > Y tV m n i HIGH PONT. ELEV = 90530 \ \ v MICR POINT STA = 1+20.98 PN STA T 1+60Q PN ELEV = 907.42 A D . -1004 K = 19.92 FES -93 IE -870 00 PROFILE 19 5tfi ADDMON w / / a4 N p m m 0 m 5th ADDITION PN STA = 4+50 1NISHED CA GRADE PM ELEV - 887.15 - CA SUBGRADE A.D. - 6.40 K - 29.69 190' VC - m N ej n ed \ 3 Mm >m CB -95 STA.4+21 \ 1 RE =689.32 \ IE -685.32 \ 26'-15' RCP CL 5 O 2.00% \ 1 � -------------------- I I \ \ I I I CBMH-94 STA.4+21 RE .889.32 IF =804 80 IE =8]0.26 18' RCP CL 5 O 0.30% 95 � I NO COM ACTON EFFORTS INSIDE YAR AREAS SHALL MEET SPECS CAII.fD FOR UNDER STREETS 1 STMH-89 M. FE4-BBA CBMH-90 - PYOP68 ■ 18' RC\ APRON w/TRASH GUARD 5.9 C.Y. Cl- 3 RIP -RAP 3.0 C.Y.�ILTE'R MATERIAL \ \ / I--.....................5th AeeeDOMON...........*.............-- I n W 5 4 3 2 v J ADJUST MRI � I I (1YPJ II I I I I CURBOkN ♦:RCONCRETE i P� 20 R. (TYP.) ,DRAINAGE &UTILITY EASEMENT OUTLOT M Jeurissen Lane ar, in 5th AMMON STA.0 O E = R 148' VC o RE =90238 I CBMH-91 PN STA.= 1+15.50 IE -898.38 STA0+34 RE =901.96 s. PM ELEV =. 904.96 + / IE =898:12 AD = 4.DO U+ K. - 3]:02 n w 26'-15' RCP Cl- 5 O 1.COX I oq w ui FINISHED CA GRADE o. a n ' CA SUBGRADC / 49'-15" RCP CLAS 1111. 00X '. e e. o. a / CBMH-90 m / REAZ902.54 $a% w m / IE =897.63 aL d_ m m / �DO InI / PROFILE 18 5th ADMION �i X41( I M-92 I I I ------------------------------------ STN--89 RE0 E =8883.963.9 8 IE =8]0.19 ". eeYmwee. Y1YaR aew y.� I= MilYlryYL ...+YYI�.`•e�Te�er IM1Y! 1®.AdwL wwee, ~��......,�. mn.man..- Ownhassen Residential Development Partnere, LLC `4 o.a.e Log v �Ove Cmpmete Cmeer T d See 300 eeb 0. Fibs P8 �• ��Mld ....arm ��� u� x. �� adivv. Iavveavle 55439-2302 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Qaehases..avvsvla Call 48 Hours before digging GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: RADIUS TO BE 8618 C & G. KITH 10TRANSITION FROM SURMOUNTABLE CURB DENOTES GUTTERUNE ELEVATION AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 IN ROADWAY MIN. 9' CLASS 5 UNDER C & G HOLES TO BE PRE -CUTIN ALL STORM STRUCTURES THAT HAVE DRAINI I_E INLETS - CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE_ 1HEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVID. PER CITY DETAIL PLATE NO. 5302 ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY CITY. 55.90 = 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED MTH IN 48 HOURS TO MINIMIZE EROSION ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CIMS LATEST STANDARD SPEOFICATON AND DETAIL PLATES. SEE SHEET 11 & 12. CASTING NOTE: ALL CATCH BASIN CASINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS $HALL BE $LIMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. 0' 50' 100' 150' 5 FES -BBA !E =870. DO • 20101049S1ra5 D. TMe 05/26/10 sve 14 OP 18 Storm Sewer and Street Construction Plans Rim Rode Drive S & jevriwee I- 1 I v 5 ��4 3 i 2 1 ei L---------� 5e I I I Y SC c r� ✓ . � \ \ \ \ I I n4 wl I I I I I 1 V < vv v vv v MH -70 _ J l_---� i 3 `\4 -- - L ---J L----, L C- 1 7 DOMRPA E TOS IN - - n �\ YARD AIR SHALL MEET CIS I $ _ 1 1 ia.0]er i \\ \\ CALLEp F L7lDER STREETS, i SEE SHEET 13 6 $ _ - 2 11 CBMH-69- r r �I �'-� N-218 CB -216A i 1 3 DRAINAGE s UTILITY1 8 v \ EASEMENT 2 1 6 I 1 1 I --------� I II ,-' 1 2 3 4 1 I 5 � AVAVA 2 i 2168 \ \\ 5 , \\ , 1 1 �� -- --- ----- 'rA L--- =--- s I �'\\� \\ \ \ \ 1 - auwi' i ( M N S1MX-6JS0 A.1 -4 5 ----------• `\ 6 \ \\ / I •�. •••i WWF''*/�••. �/ �� 10 CB -217 \\\` \ \ S1MH-68 611 ADDITION FES -66 �•.�� �0.. I�p•� % .' :�• --J I 7� \\) NCOIAPACTp! EFFORTS INSIDE - •1� �1•. �' n. ice/ 4A ---_ YARD AREAS SHALL MEET SPECS - 27• RC r/11tA91 Q1A moi•%WWss _•A i ��-e�y / CALLED FOR UNDER STREETS. I4.8. 7 C.Y. FCL 3 MATEPoAL 2 IS •p i� m -1 Hr2♦�111111111111111111111111111111111�1i111111111111111 POND 111111 2 -YR. HWL=876.60 2 _--_--_- •� F '\�\ i6 `� 5.9 CY CL APRON RI R PASH WARD FR -8] 10 -YR. HW1?_-87J] a\\ 3.0 C.Y. fILTER MATERIAL 100 -YR. HAIL=8]8.43 _ : ' �• l FES -50 \ 1 FES -85 _ _«.�.5TMH-51 3 (SEE DETML 21• RC APRON r/TRASH WARD SIHEET 2) 6.3 C.Y. CL 3 RIP -RAP \ 3.2 C.Y. FILTER MATERIA. r i 7111tI1111111111111111t IFIItIt Ie1111t11111111111111111111111111111111111111111111111Y- 910 900 905 895 900 CB -210A CBMH-70 5 ® 2 y0% RE -904.94 STA 0+04 690 RE X8. 7J RCP CL IE =900.94 lE =888891 i]0 ,15` IE =8881] CBMH-216 CBMH-2168 68 -3-15• RCP CL. 5 O 1.005 75• 685 895 IE =898:08 \ RE =973 69 RE 4'Cq IE 096,63 STA.Qf04 IE =896.6857'-15• RCP CL. 5 O 2.46% I E =894,73d E =887.944 890 - IE =885.94 °>e� 880 PROFILE 15 3rd ADDITION 146•-27" RCP CL 3 O 0-225 STN_FES-fib RE .888383 LD 875 B85 - IE :876.96STMH-67 IE =875 J3 IL =876,16 RE =686.20 IE =875.86 gg_ 100 01 f 880 52'-2T RCP CL. 3 0020% 870 IE S-50 5� 14&B8876.0] PROFILE 16 6th AMMON • 865 875 --- _ - VWestvxxNJ rrr, rlrr W�Tt•�.r� rIr P41pind for re�Yt�•aS1r tOOY. DEW I®• „�•m0..-r_._•. •,.n....... Chanhassen Residential Development Partners, LLC �4\n��w� d•.+w One Corporate Center M, Suite 300 Ps6 R H1p PH mnenr.r r a u. r ]300 Metlo Blvd. Y��Yr MA! N r`Ift rid Idiay, MivTlesoM 55439-2302 CdI 48 H.Wle rigging: GOPHER STATE ONE CALL Twin City Am 651-454-0002 Mo. TO Free 1-600-252-1166 GENERAL NOTES: • RADIUS TO BE 8618 C. h G. WITH 10• TRANSITION FROM SURMWNTABLE CURB DENOTES WTTERUNE ELEVATION AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 IN ROADWAY • MIN. 9' CLASS 5 UNDER C k G HOLES TO BE PRE -WT IN ALL STORM STRUCTURES THAT HAVE DRAINTLE INLETS. CURB INLET SEDIMENT MTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 ALL SIGNAGE TO BE FURWSHED AND INSTALLED BY CITY. • 55.90 = 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HWRS TO MINIMIZE EROSION • ALL UTILITY WORN SHALL BE IN ACCORDANCE WITH THE CITYS LATEST STANDARD SPECOICATIW AND DETAIL PLATES. SEE SHEET 11 Y 12, CASING NOTE: ALL CATCH BASIN CASTINGS IN WIRE SHALL BE WMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM EIEVATWS ON PLAN PROAUS RERECT THE SUMPED ELEVATWS. CONTRACTOR BURSCNMLLE CONS7RUC77ON F4ECOR37 DRAK M 41H A0017M CONFORMING 70 CONSTRUC77 BYJerrgd�•cCgrt�sDATE 02/15/13 0' 50• 1001 150' SUMP IE =900.21 34•,-15• RCP CL 504RBF M 1.581[ SWH-51 RE -99388893.57 IE =98i 8888].61 1E =6i6r38876.95 PROFILE 17 4th AMMON The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions D.en 05/26/10 9e•c 15 a 18 1 Storm Sewer and Street Construction Plans Ba&ya 02010 Westwood Profeaeao001 Smdces. Inc. INSTALL 2 TRAFFIC BARRICADES (SEE Gtt 2 DETAILS SH EE 18) CURURBB AND CUTTER CUT TER 4' HIGH TEMPORARY THROUGH TENPORMV IN0U5 CURB TURNAROUND ON W ON WIN END STA: 1+93 6B �— 1 O I 50.0' 50.0 yI o 2' BITUMINOUS BASE ` k 6' CL 5 AGGREGATE BASE (TYP.) 28' R (TYP.) 2 STANDARD STREET SECTION (TP.) 5 TEMPORARY TURNAROUND DETAIL (1"=20') t 3A32 C014CRETE 3' BITUMINOUS WEAR COURSE TYPE 41WEA500556 6' CL 5 AGGREGATE BASE 1002 CRUSHED ROCK MnDOT 3138-1 APPROVED COMPACTED SUBGRADE MnDOT SPEC. 2105 R 2112 BrrUbfINOUS TRAIL I ". W.Owl NaRW�Y=wYi We 1=121Ye IaY Arw�H�wslu IeLYE H61ii . Twa MH 181A Westwood I H I 0 o 0 f• h PROJECT NAME rc1 4' TOPSOIL 71N r. wco�H - RT sIYr�A�u. AREAS DISTURBED4" SU- E .LRwH NNON MANTLE (3£ DETNL SHEET) onaoocu- . .cwau cwT.cT_ P..,so, 8. rcnwrrzn arlsmxncn ,Iwwz-uw.-.:w'ew .escwmnll w cwsrwc � oiu".umtrts� 6 o.�mgw srz w1 an rn— aa1 Op SOUL x.K A rYM T TWO V615 2. MILL 9i5 Al W tlM51MKMM pM.RRS a —n ..w1N R.IX �E=TflW4 . 1ETn.R Ysmme.s YRL mIf DEKLOPYENT 0� NFO SICK Y➢Y. 5313 PL 10' pVANAGE t 14.5'_ UTIUTY EASIENT BgAEYMO 0 0 o 0 6' h rc1 4' TOPSOIL 71N U AREAS DISTURBED4" SU- E MANTLE (3£ DETNL SHEET) T INI CIIL Row T 30 MLLI-1/i' - 23 2JIT SPWE83l0C ( M Cd1RSE lAntan1-1/2 59EC. T B0 W%CS TACH COAT 2 - Motor 2360 SPWFBJN'F SASE COURSE 12' - CLASS 5 AISAEGATE BAS£ ICOw CRUSHED STONE 24' INDOT 3149.M SELECT MANWAR BORROW CCHPAC1m SIBGRADE TYPICAL PUBLIC STRW S=ON Mr BACK TO BACK) a 20' PAL 20'PAL 6.0' 14.0' I 14-0'— CUSE eQll£VABD WFAR RTO BE 1/2' AWW EDGE Cf UTTER OR SI,DPE 3.05 YOPE NBVATE UrUTY� uxn o i° v g 4' 9JB-URFACE DETAIL E (4E DETAIL 91FE1) SMTP MAX a' DIA M PROTECTIVE SUSM `Cum s1re PLAN VIEW TYPICAL CURB STOP (NOT To SCALE) �vuw 1-1/2' - 80 NINC NESE YOOi SF£C. 4 23 2J23ST BINWNCUS US T TACKM MURK COAT r - WMT 2J60 SPNES140C BAST MURK 12 -CLASS C 5 AMIREGATE BASE 0¢ 10CRUSHED STONE 2a WDOT 3149.29 41ECT GRANULAR BOBROW CONI 91BGRACE TYPICAL PRIVATE STRW SBMON (28' BACK TO BACKI faseparid for. N° - • Clumhassen Residential Development Partners, LLC m. OW a==;,on,,; one Corporate Center DI, scare 300 v 1300 Metro Bl mnsnsvd 0�y3 H`K 71J16 Edina, tfinn to 554342302 COLI 48 Hoon before digging: GOPHER STATE ONE CALL Twin City Are¢ 651-454-0002 Mn. Tod Free 1-800-252-1166 PL 10' DRANAGE t UTU- EAKNENT 4.5' T %iIVATE U1Rltt�� p �• ,� ONES p � N J. ry m l ORNNTII£ u 9F PL,W NEW FOR SPECIFIC 9oE FOR 90EWAD( — SURYWNTA&£ WRB k GUTTER (EXCEPT FFF RIIER ROCI( MW SCUTH 'MNCH 91WL0 BE 8818 CURS AND O 000 CMWACTOR-M)RSCNNLLE CONSTRUCTION RECOim CWAHf41C 1H A77 WO( CpJFp1YlNG 7C COIVSTRU4CRpJ RECOPOS sy ,M U.gd VATS 02/15/13 City Project • 10-= Latest Revision Date 06/21/13 2l'v3II100207030a6 The Preserve aw 05/26/10 sae 16 L 18 at Bluff Creek Construction 3rd, 4th, 5th Details and & 6th Additions Typical Sections GUTTER) O 000 CMWACTOR-M)RSCNNLLE CONSTRUCTION RECOim CWAHf41C 1H A77 WO( CpJFp1YlNG 7C COIVSTRU4CRpJ RECOPOS sy ,M U.gd VATS 02/15/13 City Project • 10-= Latest Revision Date 06/21/13 2l'v3II100207030a6 The Preserve aw 05/26/10 sae 16 L 18 at Bluff Creek Construction 3rd, 4th, 5th Details and & 6th Additions Typical Sections 2010 W,At. o Professional SBfviCiL, Inc. 6 ery .2. Me III s, mlf TYRCK Q� NTEBs=cow r..s.��.� NIIiFAeG LOMl1FNr 1WI f re were roe m, -e ,et awc ,rr,m nm ; y �,R avF ¢uEla,Y t' mss n°...st`Vi s..aAOS:o:.i�,v .m1 natsm. am. mlf PLN SANRARY ® SEWER SERYCE __..___— EMAIEEIeG pFPMIIFWi '�` zo01 • SCnOx mf Y CATCH BASIN MANHOLE aTH SURIP _. ENJEVnG RPM1Ydr "` 3104 nein Citr Are. ^� ni,ress prtxsrMs is r< My >r >< rr r iqr rtrmgas Y we'vi c �ha4iz s av[mrM Wm� CONCRETE BLOCKING D>iFDW16 IX➢IFI ERT 11302 v g s E 4 AEali I blb- 55a= iY I' PE. W b Akre k, ..W t N51 ?,1 HYDRANT ff1® lxsruuTxN f11JYWG bFPMlldf "� SECTION (SM1¢t s� ial'ra.s it r �v GE ofiinc mlf SAM ARY SERNCI ASA mlf STANDARD ® (CRE.>TER THAN 16' DE�J ® MANHOLE ExfiIFERMG KPMrYFnT "` 2002uMM_uI ExIiQ1]UNG Y NAMEet 2101 J� - - -�rWt uW AAI- um 1w.`.ig`oNowXX`I- r -w ia,oWx - c eLn/ / ""."'p �'.r",..�.'.`NA rote .-.m mwea'i.ws KXm Wm E.w ivpII Yu rcrr r.r, �«.. ®.... 1su ? r x� NE: w ATNAXL 0e ..finIM— Naas m ni p �aaF f TYPICAL °'rz Y11 WATER f� SFNCE 1004 _-.._-.____ rxr aTmc rcvwnYUrt" 1005 ial'ra.s it r �v GE ofiinc mlf SAM ARY SERNCI ASA mlf STANDARD ® (CRE.>TER THAN 16' DE�J ® MANHOLE ExfiIFERMG KPMrYFnT "` 2002uMM_uI ExIiQ1]UNG Y NAMEet 2101 J� - - -�rWt uW AAI- um 1w.`.ig`oNowXX`I- r -w ia,oWx - c eLn/ / ""."'p �'.r",..�.'.`NA rote .-.m mwea'i.ws KXm Wm E.w ivpII Yu rcrr ��m Z,Oui„n,tt ffu u IW:T. am >' Au rmvi moWW Me— >«W a emm We uw.a.A.ci.o > m�i,o�R Y HIXEDICASING AID ADI DEruL Eoommc ieenIEM "` 2110 I ". WarWNlWrelrr4K lrraaWfrrp.rErty�. yalr nnrYmr r.W.r r r r �. M a� EAa�Iu A,rNlrwalu ossa r.rr.rre>r► w�w.im w,.... c....Y w1.Ie EH.1•Eaa �� mn:ni:a am. o.a wIa t�a lbetlt iEt^ P8 m/n/,a .r—. Westwood te a_ oro OUZAS Ilarw P/b6 .=iLT�3'L Mfg TYPICAL CATS VALVE ® AND BOX INSTALLAPOLI �n exmf wy r mnz' w .nwam EWr r.r, �«.. ®.... 1su NE: ATNAXL 0e ..finIM— Naas m ni p srcnw °'rz .r.,.r.m �. aa, n�Nim`mre.sw MIR TYPICAL l' DIAYEIER ® CATCH BASIN YAAIOIE FemIDW:IVM11di "` 3102 ��m Z,Oui„n,tt ffu u IW:T. am >' Au rmvi moWW Me— >«W a emm We uw.a.A.ci.o > m�i,o�R Y HIXEDICASING AID ADI DEruL Eoommc ieenIEM "` 2110 I ". WarWNlWrelrr4K lrraaWfrrp.rErty�. yalr nnrYmr r.W.r r r r �. M a� EAa�Iu A,rNlrwalu ossa r.rr.rre>r► w�w.im w,.... c....Y w1.Ie EH.1•Eaa �� mn:ni:a am. o.a wIa t�a lbetlt iEt^ P8 m/n/,a .r—. Westwood te a_ oro OUZAS Ilarw P/b6 .=iLT�3'L Mfg TYPICAL CATS VALVE ® AND BOX INSTALLAPOLI �n exmf wy r mnz' w .nwam EWr yI, f SANITARY YNER OVTSDE DROP MANNDIE fllOmei DFPMLWNr "` 2103 �� Wttti >all TYPICAL YEGALBG EDwnaN _.�_.��� ElaemIG DEPMfNE11! "` tC09 m1f I 181 BARBER __ p1iFDN4 LFPMIYENT " 2109 NE: ATNAXL 0e ..finIM— Naas m ni p .r.,.r.m �. aa, n�Nim`mre.sw yI, f SANITARY YNER OVTSDE DROP MANNDIE fllOmei DFPMLWNr "` 2103 �� Wttti >all TYPICAL YEGALBG EDwnaN _.�_.��� ElaemIG DEPMfNE11! "` tC09 m1f I 181 BARBER __ p1iFDN4 LFPMIYENT " 2109 SECTION STORM SEWER CATCH BASIN 2 2' X ]' RECTACBA 4a ­LLw.Tg Ll 11 �.� mlf INsuunDN DETAIL ENo1FDMc DIPMlSdi "` 22M xi �fe. waw RPE BEDDING IN GOOD SOILS f� RCP At DIP ,OrlEW1I IEPAWItpr ""` zzoz wo, mlf RPE BEDDING ® IN POOR SOILS ENOmee vEPM11Ex1"" z0, [dipCn.np, SRP h R R1,IXFD END—//// WA1EA YUX if TEPM.L'n :" E pSCtlpE[h0 .1XTXE KYG IIiM Xo w.nlaNw mmEXs>�w Y'fAR Aim � Doul pXimni ¢vMllurt "` tOpJ o oe.....v..W:V— sere.... 4 Mfg f� RPE BEDDING tilt WATEBYAIN/STORY SEWER FOR P.V.C. PIPE ® CROSSING EwMQ)lec o:PMIIan "` 2203 EXCO[wi tmMIIWM "` zz04 3)ect 11 10-= E010, lion Date 06 21 13 The Preserve spec 1; at Bluff Creek yrs r W prePar¢d for Chanhassen Residential Development Partners, LLC 3rd, 4th, 5th Construction One Corporate Center 111, Suite 300 & 6th Additions Details rE�rYW w 7300 Metro Blvd CTsheeela, Mi—eaota Edi-, MinnesWi 55Ai9�2302 resao..J PLAN SECTION STORM SEWER CATCH BASIN 2 2' X ]' RECTACBA 4a ­LLw.Tg Ll 11 �.� mlf INsuunDN DETAIL ENo1FDMc DIPMlSdi "` 22M xi �fe. waw RPE BEDDING IN GOOD SOILS f� RCP At DIP ,OrlEW1I IEPAWItpr ""` zzoz wo, mlf RPE BEDDING ® IN POOR SOILS ENOmee vEPM11Ex1"" z0, [dipCn.np, SRP h R R1,IXFD END—//// WA1EA YUX if TEPM.L'n :" E pSCtlpE[h0 .1XTXE KYG IIiM Xo w.nlaNw mmEXs>�w Y'fAR Aim � Doul pXimni ¢vMllurt "` tOpJ o oe.....v..W:V— sere.... 4 Mfg f� RPE BEDDING tilt WATEBYAIN/STORY SEWER FOR P.V.C. PIPE ® CROSSING EwMQ)lec o:PMIIan "` 2203 EXCO[wi tmMIIWM "` zz04 3)ect 11 10-= E010, lion Date 06 21 13 The Preserve spec 1; at Bluff Creek yrs r W prePar¢d for Chanhassen Residential Development Partners, LLC 3rd, 4th, 5th Construction One Corporate Center 111, Suite 300 & 6th Additions Details rE�rYW w 7300 Metro Blvd CTsheeela, Mi—eaota Edi-, MinnesWi 55Ai9�2302 E. L 02010 Inc. LA rb n[Vr TN.R) $ELD�A-q tlM �f RIP RAP DETAIL v. _,___ fxagllelc unralmi x`3107 errs emn m w AAA fir 5 D.a• wu. Ina nm. rami SECTION A -A Offf CDN CURB STRUCTCN AT CATCH BASIN _., ____ ExiEFIMG CPMMNi ..a 31M SEDIMENT TRAP ¢S ms.. cmccauc w� w Ewa �. ..M.aild aaalaa MODEJGG23 ALMA Nonic, I e Yl,f CA1CH BA M ® sroluENT TRAP r, e.�r. .�. EwmFpENG C£➢wTYEM 5302A ISOMETRIC _.�: .. Elf ® FLARED END SECTION ErtP.Wn01r .ae` }108 • o- PLAN .FI rcmu NBONAk NmJ..B tm DONE 206EN gLnn.. i S EIFVADCN OF RAMP L o'" rw.e® a v_ •;ys.v a�f�.. Cut I PEDESTRIAN ®>•W� ^CURB I— 525 ,r M.� r. w w xMmm J YaM qc .IDI]Na Sr.rO w i ..e.AR .. xm®.. e.W....eA.,m.m..... aoT'.%..'4b w 'd mmxra�w.ux® for TYPICAL ® BARRICADE p"'Ex AIG nPunuEM 1 5244 �f POND OUTLET ® CONTROL STRUCTURE ® pSMFFNn pRABoR E •�` 3109 p0161AY YM IIIV a, rD� ew.Y a®� r.•. on.aa '� p4.lm.mmm .w,D6A ?�I $No11 �f SILT SO - rNGN¢rwG om4ncrr ` "OTE - MINI4 N t U Rr rm awnwa n,� a � r 0 xrk .oa -� ,n•, r. ,rr. ex..,.,m...,,.w 0 _ e,. 2 .. ISJ.L EDD. M1.. pn... N�^1 Deet Lam' MZ E43® 1DY11H iv)b,m p4e Pir1611Ep P8 �nsm a. yEcf TYPICAL CURB ® AND OU 1 EMiFEIIG CVARMEN, ` 5zB3 ,r eycw e.M BAE D(IAIL ®. ar.,asNUAar -- EPa-a b; e STANDARD WL -DE -SAL N4 Mi 1e"P''® Ad saw. i t as ..RIE vw.0 TYPICAL ® WL-DE-sAc - ENaxFEE.Ic DFPNEIIEIrt 5205 -- w�z�.o xw T Sc � rA mwtl..8. erwrII 4n ..[ C . 6 Q�f ROCK CONSTRUCnW ENTRANCE - EIIi on. dE NC dN, I-- 5301 wor mint, ar.R.+®EDA �w•� (TA nR n R, � %CBi Mfg TYPICAL CURB IME flADIUS iNdn nxG DEPARTNEW 5204 7 -TE x x— n.apA O Or' ml ��` �. A IT _ RA�44- 3r I TEAiO WATER - SECTION A -A mif UEPMTE CARRIERSIN FR1ER BARRIER ExGvmew PEP. " 5302 r a+ A f wY �R�tleS, .l �f CONCRETE � SfDEwALK ErWI¢mNn nEA.urt C'c` s214 dA,o,a,SA r T DE9GN B'Ecuu a Eye® i SUB -SURFACE MR TYPICAL 27DIM DRAINnEE ® CATCN BA4N ENPAURNcD RAEN ` 5232 ExoxEuxGNPAftnnoir ­ 3103 Wx ,MrARwE we 0ivmtl.v vv mcac, xo. m .v I� R•ru�nwl E w:,o.. rszs r a x _.— r nW I FZ9 I 11=11 I=1I I=i I H I I -1I 71F�1�1 C�I�II� E-� �._• . S en. Ma a.m. so.awwwru.r 0.Ew o.rs vra a —cnY •r sa �x v�vuWlSx.[�ruu) 1 -• _ SUB -SURFACE off PVC DRAINTILE m-1- �f STANDARD SERNCE THE CARD ® CLEANOUT ENGE Ed. MP4nE[xr ` 52}A FNG•IDIaMG oEFNn4F)rt �'" 5221 Call 48 HDars before digging. GOPHER STATE ONE CALL Twin City /vino 651-454-0002 Mn. Tall E}eb 1-800-252-1166 N<E.r.ra.ws A. . -.n Piepued for. xrk .oa -� eair.wd rw�'.alyrm {^) Al �--SL OA Cllanlla8sen Residential Development Partners, LLC ODe r��� L'mlR L� $UL4 3�1 0. w.rom pE ISJ.L EDD. M1.. pn... N�^1 Deet Lam' MZ E43® 1DY11H iv)b,m p4e Pir1611Ep P8 �nsm a. r Pr WeRwOod ..--.etlar® r 06/ZV13 YEN. 4716 `r M BElim, MiPDODE, S54N 23M ,r eycw e.M BAE D(IAIL RUIFO •r W .mrvws rpw1AR41s T 4E IRAY.� I .Mr ®.. me ..[ C . 6 r tlM6e" :CME `b••��ro � %CBi Mfg TYPICAL CURB IME flADIUS iNdn nxG DEPARTNEW 5204 7 -TE x x— n.apA O Or' ml ��` �. A IT _ RA�44- 3r I TEAiO WATER - SECTION A -A mif UEPMTE CARRIERSIN FR1ER BARRIER ExGvmew PEP. " 5302 r a+ A f wY �R�tleS, .l �f CONCRETE � SfDEwALK ErWI¢mNn nEA.urt C'c` s214 dA,o,a,SA r T DE9GN B'Ecuu a Eye® i SUB -SURFACE MR TYPICAL 27DIM DRAINnEE ® CATCN BA4N ENPAURNcD RAEN ` 5232 ExoxEuxGNPAftnnoir ­ 3103 Wx ,MrARwE we 0ivmtl.v vv mcac, xo. m .v I� R•ru�nwl E w:,o.. rszs r a x _.— r nW I FZ9 I 11=11 I=1I I=i I H I I -1I 71F�1�1 C�I�II� E-� �._• . S en. Ma a.m. so.awwwru.r 0.Ew o.rs vra a —cnY •r sa �x v�vuWlSx.[�ruu) 1 -• _ SUB -SURFACE off PVC DRAINTILE m-1- �f STANDARD SERNCE THE CARD ® CLEANOUT ENGE Ed. MP4nE[xr ` 52}A FNG•IDIaMG oEFNn4F)rt �'" 5221 Call 48 HDars before digging. GOPHER STATE ONE CALL Twin City /vino 651-454-0002 Mn. Tall E}eb 1-800-252-1166 N<E.r.ra.ws Tar. iEn• Piepued for. nnwEsm r1,DI! .i.>� eair.wd rw�'.alyrm {^) Al �--SL OA Cllanlla8sen Residential Development Partners, LLC ODe r��� L'mlR L� $UL4 3�1 0. Ga ISJ.L EDD. M1.. pn... N�^1 Deet Lam' MZ E43® 1DY11H iv)b,m w.E.... mle 29pp AtepD Blvd Pir1611Ep P8 �nsm a. fie".. WeRwOod ..--.etlar® r 06/ZV13 YEN. 4716 `r M BElim, MiPDODE, S54N 23M COWRACTOR BURSCNNLIE CONSTRUCRON RECORD ORA "1113 4TH AOOMON CONFORMING TO CONSTRUCPpJ RECRDS BY JDrroEI�RcCart� iDA IE 02/15 13 City Project i 10-= Latest RevlslDn Date 06/21A3 'Ma Preserve I _.- 05/26/10 �01'oa M 111 at Bluff Creek 3rd, 4th, 5th & 6th Additions Construction Details ALLEY LAKE STREET EAST PIT Plant schedule s.1Ba en WOE .,MO.A_ A. sa 4.O.c D. r wu /.6n.NmN. vrN. u® .mom NSTAL us IT w.mTROIA ME AN P 0.0 95 9proM 9R. / 4&.G WiO1C.'9PIW W Y -Y ¢C Pi°M4Wi 9Bl NYY Ir YC u. sW.¢PV SfiY.A 11P4R W.i. TE@6�L3 911Tm/3 1 Net. Y 6C ® _ 1® S�TOOAS wNMr S Cc MAN .nnCs (N RN! 4PfR4LE Ia$E wN,a11e5 x WE EHIIT W . xSIA@xICT. L Planting Not= N1 a `'0"uN1 m I o"ou- ^� s M,,S,-TTNA) m Vrn°. L6NnoBi 6 u wMRRDUM DTOTES L t �SIAA.. SIE�••IESa.1M�ANS SITENx,Aw J , P, D TTN < l MASS µD CINSTROCRN NAS BEM ..LflE0. i" ME IRTREPARE .PE.. M vwDKD B. ME LUMOASS MdiR[T PRESS NO LB�. 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YA M;:2�T � �.K,� N M,.(41NN Of .. a,.— Et AMEARSEES, ANI � tlr MTUUPtN w SMW,M SAN STARTANT d... PBW mi CMVTAL CRmm.SM 21 MM'STM 6LnRTONA, � : I"o ESTE e.� FAN LPLANT C;M eN N,n M MAST s EMILY EST. AEN R AAS.,A E`PEN S R AROAM M,,SAF➢ AS WO NES SR AN, MMv1 NOMEVA.D AREAS WugM TD THE ST DiSTNP,➢ WmW C Ra NEAR. ALL DANAPASE TO MOMENT, ENSPAR AAAMM WERANNONS A, NO COST TO Dw:M. �`DM g:� SE . TE .N.T BLANKET IT SRAN :1s :ND E Y� " EPLANING a6E MML..TTIPI S PEI":.n"SP NEATEST MIEN MING MRS'ANE ML7 SENSES AT T� SA �PPE IS MEMO SMSEDED AARMS PATE ° A Nc; SIN" U, NBT.@ KPro.ATM Pu" .APSE" TO wOWE PROPER 1MLLTx.nmT .ND DBAw[i HW EKSM PER HOMERS AW"OVAL l.n&mpe Dat. CIR BEPISAM MF SAR Y 1REE IEO..SD RF FW 4 OR UNNY.K AREA ().SE W. / BW -,I )ARES IFUxm) - RF 5ryple IRpIBIEO PER IW w o, VIGSGi4 YFA O.aFB 4. / ISO. 1. vMs IEa.Fn) ViDYIRE n1v.VFR - F. MLS D - �M¢VIWB LwiY M6 IPAO \ N F¢5 NgESm _ px°pg5 MES _ gp116 IM .mBm° w= DJR Architecture W RINI A ­ N Nmt sue zn F..B STATE ONE GOPHERSTALE tF CNL .iT ra IRE n. RI_.µ.DD03 u. AM 1_eoo-m_nx ANNAMAT .— RAN ISAINS AT .I A TAN, ANSTRIP TRAINT-1 =AA N. RE IT TRA FAM -A ISANT API A. _ uv AT ON del a P�„„ /ITS _NARAM.— ENA ASTANNINA A. /^IRA ma I MEN, ANTRAN ARRANT .1 ARTATER \, wIPA� ANA IN PAR MR, NPATARN jewee.1--1 A' AIRANTERS RANAL AT reua SA- IS w Spirit On Lake LANDSCAPE PLAN I 1/ 1 2 3 4 5 6 7 $ \ 0' 30' 60 90' -- — Q a o f \ _ c ` J 16i50 I m m II FTE _ Nfifi.7 4067.50 0 on � • o o - F I / o � Spi ------------- -- ----- =- Wi OLD] I F® mmm wt! � Whoftmmd a�F> pwmr s OYik � W 3 Mortenns�o• 'AD ire br®p1podl, NS gU ni S1tl -980-- o 1e 1.0' c0Hr0u S - - oas 0.2' c0sT0 —900— rRarogn ).Or CONTOIMS PNOPOgD 0.2' CONT011R5 nning Spur rid Two i" COUNTY, TX PVH$ M"WD A It%17 ARE ", Y. 95% COMPLETION Not for Construction t>+e 06/2VO Sim X of X X 0' 30' 60 90' nning Spur rid Two i" COUNTY, TX PVH$ M"WD A It%17 ARE ", Y. 95% COMPLETION Not for Construction t>+e 06/2VO Sim X of X 7 02010 WBSMOOd Professional Services. Inc. Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets Vicinity Map Y EJDEX SHHET NO. DSSCRIPl'ION 1 COVER 2 ALF tfy 3 2 �a d� � SANITARY SEWER and WATER MAIN — DEGLER CIRCLE 5 C4 VtEV 6 SANITARY SEWER and WATER MAIN — RIVER ROCK DRIVE NORTH (PRIVATE) & DEGLER LANE O J LME CT. IEW.I CMa"E CT. Or F 9 SANITARY SEWER and WATER MAIN — WATER MAIN CONNECTION 10 STORM SEWER and STREET CONSTRUCTION PLANS — RIVER ROCK DR. N. 11 STORM SEWER and STREET CONSTRUCTION PLANS — DEGLER CIRCLE 12 STORM SEWER and STREET CONSTRUCTION PLANS — MILLS DR. & RIVER ROCK DR. N. (PRIVATE) Lake STORMSEWER and STREET CONSTRUCTION PUNS — DEGLER LANE 14 STORM SEWER and STREET CONSTRUCTION PLANS — RIVER ROCK DR. S & JEURISSEN LANE 15 mvEc- i6 6 b CONSTRUCTION DETAILS 18 1 CONSTRUCTION DETAILS 1003/15/13 e5 1 5TH ADDITION '�T 11 06/21/13 BLOCK NUMBER REVISIONS Gt j _• Cl. R �P }� T§ ® S TE R� + �ZZ C (Not to Scale) 1 for The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota Prepared for: Chanhassen Residential Development Partners, LLC One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439-2302 Contact: Todd Baumgartner G7V of CHANHASSU RECEIVED Phone: (952) 897-1707 Fax: (952) 897-3534 JUN 2 CMINWASSEN PLANNING pF ". MbiV.oW %ofe55112U SeM[41nc 1313 Red Fav Rd. Won Hillr, MN 55112 PHONE 651-281 00 fU a 28&0659 TOLL FLEE 1-8869375150 11111SWIMMW waaLewaeedp. Project number: 2010-1049 Contact: Francis D. Hagen II, P.E. Phone: 952-906-7483 CONTRACTOR SURSCNNLLE CONS7RUCIION RECORD DR414M 41h AOLYTT Nl CONFORMING R2 CONSTRUC1IQV RECQZIDS BY Jerrod McCarty DATE 02/15/201 NO. EJDEX SHHET NO. DSSCRIPl'ION 1 COVER 2 OVERALL PLAN iR/LIGHTING & SIGNAGE 3 SANITARY SEWER and WATER MAIN — RIVER ROCK DRIVE NORTH 4 SANITARY SEWER and WATER MAIN — DEGLER CIRCLE 5 SANITARY SEWER and WATER MAIN — MILLS DR. 6 SANITARY SEWER and WATER MAIN — RIVER ROCK DRIVE NORTH (PRIVATE) & DEGLER LANE 7 SANITARY SEWER and WATER MAIN — RIVER ROCK DR. S & JEURISSEN LANE 8 SANITARY SEWER and WATER MAIN — REAR YARD SANITARY SEWER CONNECTION 9 SANITARY SEWER and WATER MAIN — WATER MAIN CONNECTION 10 STORM SEWER and STREET CONSTRUCTION PLANS — RIVER ROCK DR. N. 11 STORM SEWER and STREET CONSTRUCTION PLANS — DEGLER CIRCLE 12 STORM SEWER and STREET CONSTRUCTION PLANS — MILLS DR. & RIVER ROCK DR. N. (PRIVATE) 13 STORMSEWER and STREET CONSTRUCTION PUNS — DEGLER LANE 14 STORM SEWER and STREET CONSTRUCTION PLANS — RIVER ROCK DR. S & JEURISSEN LANE 15 STORM SEWER and STREET CONSTRUCTION PLANS — BACKYARDS i6 CONSTRUCTION DETAILS & TYPICAL SECTIONS 171 CONSTRUCTION DETAILS 18 1 CONSTRUCTION DETAILS NO. DATE REVISION SEMS 1 07/14/10 CITY REVIEW COMMENTS ALL 2 07/28/10 ADD TEMPORARY TURNAROUND TO END OF DEGLER CIRCLE 2 4,11,16 3 09/01/10 REVISED END CONSTR. MILLS DR. 2.5.12 4 01/30/12 CITY REVIEW COMMENTS ALL 5 0320/12 / CITY REVIEW COMMENTS AND 3R ADDITION RECORD DRAWINGS 1,2,4-8,11-13, 15,16,18 6 03/29/12 CITY REVIEW COMMENTS 1,2.4,8,11.15 7 04/05/12 CITY REVIEW COMMENTS 1.8 8 04/25/12 ADD IRRIGATION SERVICE 1.4 9 02/15/13 4TH ADDITION RECORD DRAWINGS 1,2.4,11,13,15-18 1003/15/13 1 5TH ADDITION ALL 11 06/21/13 BLOCK NUMBER REVISIONS ALL City Project # 10-xx Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets for The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chantleaeeo, Min .0 Detc 05/26/10 Sheet 1 of 18 - -2010 Westwood Professional Services, Inc. M8GOPHER Con IB Maun Befaro eiggm9: STALE ONE CALL Twin City Area 851-154-0062 Mn. Tdl free 1-800-252-1166 I e2 5 7 6 9 D 1 Y y 4 / Y 2 S 3 th Ad '�� n W d;t o� ®z 4 / 6 o3-e1 °• 6 w-a A a B \ 7 1 1 (rn) Ix-� sTw o3w ®u, a] IM l0 4 \ �� Y nI y si 9 5t ]"-� L` �i Y 6 I 1 g' 06-3° �-B 1- 9 I 5 9 1 1 B 1 �• "� Y BA -tea 1 ®Yx zn CS-212 S 2 \ / 1 a4X_ _� 7 CMx to w-S4 I Y XtVwz 2 i 4 -9 i ese1-90 - D ca 75 rsSn 4 9C Y 1 Y s j pui6wy Y S V - ux- 3 2 / Sn \t� n �\ \ s1w / / (B )] I'� NX-]3 fE5-09a O 1 ° °• ux-zs / 1 CB-10B TB �X z sTMX 11 YX_t ce-zzo� ceux-2ia I 26 19 b / / W \ B \ Q •\ °x / / is ee cBw-5 rh- 2 7 A . i • / Y 9 (i� �� 9 w , 6 2oT 4 NQ9 g \ \ \ \ / 4 \\ Q \ \ \ \•• :• •'.•., : y 9 4 \ Y\\ \ Y \ Y t 5Tw 8 7 6 g �% \ 0eF J I Y Y ®m-za-,Svc - 1 a m a T Ms- ^" fE97 snM_d, 0(\P g ®M-m, 9:: - 9 yam, 9m _r® Y a •••••••••••••••••••••••••••••••••••••••••• 1 75,w-2a3 \ m • 4 _q x,_216 { / i r - r aT. TRaI I _ ro ec IeKT x `. -r5 - - - 1 as aopnox. M'-t• a. I _ 9FE 3<MM M 6 NX- • i 2 '1 \ \ 6 _z, tEllx vsa •'. • 7 w�z 9 p' 1 Y 1 \ 3 4 am0¢ arossxc 1 5 \ ` \ (BY mx0+s) w-I 6 / \ 4 17 - _ r 1 zx w e \ OU7LOTA - I IOUROTO ♦ f� 1 1e'-]B 1 / , '\ �\ STORM SEWER CASTING SCHEDULE STRUCTURE CAS7NG TYPE MIMBER TYPE BUILD qA 50 FES 21' 51 STMH 1).50' 48' R-1642 52 CBMH 4.W 48' R-3067-V 53 CBMH 4. ; R- 3(167-V 54 CBMH 4. R-3067-V 55 CB 4.06' 7' R-4342 58 CBMH 3.7 M. R-3067-V CBMH4. 557 8 {. 28•' R-3067-V 59 CBMH 6.14' R-3067-V 60 CB 4. 7' R-6342 61 CBMH 5.35' 48' 11-3067-V 62 . STMH 5' R-1642 6. �' CBMH ' R-3067-V 65 CB 4.00 R-U42 66 FES 27. -STMH 1 ft-16425 68 STMH 7. R-1642 69 CBMH 6.79, R-3(167-V 70 CBMH R-3067-V 71 STMH 6.91' 48' R-1642 72 CBMH 5.89' 48' R-3(167-V 73 CB 4. 2's.T' R-7006-V 74 CBMH R 3067 V 75 CB 4. 2' R 3067-V 76 CBMH R-3067-V 77 CB 5,52' R-4342 78 CBMH 4. 48' R-4342 781 CB 4. Y R-4342 79 CBMH 4J6' R-3067-V BO STMH 4.76' 48' R-1842 81 CB 4. 'z3' R-3067-V 82 CBMH 4. 48' R-3067-V 83 R-37-V CBMH 06 84 3. 2Y R-43{2 85 E 15- 86 OCS GRATE e7 FES t ' CB 4 'x3' R-7(167-V 8B8 19' FESSTMH 9 7. 1' R-1842 90 CBMH 4.91' R-3087-V 91 CBMH 3.86' R-3067-V 92 CB 4.00' R-3067-V 93 FES 187 9< CBMH 19.06' R-J067-V 95 CB 4.'63' R-3067-V 1321 CBMH R-3067-V 201 CBMH 7. R- 7-V 7.. 202 CB 4. R- 7-V 203 STPH 7. 3' R-1542 2031 C8MH 4.94' 45' R-3087-V 204 CBMH 5.407 R-3067-V 205 CBMH 5.4' R- 7-V 206 CB .To' Y R-{142 207 CBMH R-3067-V 206 CBMH 3.99' 48' R-3067-V I I I Top a BERM ElEV.=87e.0D j11 I ELEV.=BiiP 48'CBMH ' •• 384. •: NW 15'-18' RCP IE-876.0 dIILET 93d31q, FES-BS 4 • ' IE 1 '-18' RCP E%IS11NG PROPOSED FES-87 INLET O 0.00%221 IE-BiF.P Sanitary Sewer -'s•N- Sanitary Sewer -a- 874.14 _ Water -YUT- Water - I - - .• Hyd. w\Vdye Hyd. w\VaI,a - I MONOLITHICALLY POURED Stam, Sewer Asa- Stan Sewar �� CONCRETE OR PRECAST 200' 300' POND 1 OUTLET CONTROL STRUCTURE (OCS-86) Latest Revision Date 06/21/13 NO SCALE The Preserve 209 CB 4.39' Y R-43{2 210 CBMH 4. ' 45' R-3067-V 211 CBMH 4.46' R-3067-V 212 06 COD' R-3(167-V 213 CBMH 4.14' 48 R-3067-V 214 CB 4. R-3067-V 215 CBMH R-3087-V 2156 CBMH 5.62' 48R-3067-V R-3067-V 21816 1 CB 4. T R-4342 216B CENH 5.80' 48' R-43{2 217 Ce 4.48' 218 CBMH R-3067-V 218 CB 4.46 R-3067-V 220 GB .93' 1 R-/342 FES 1 CONiRACTU4.BURSCNN(lE CQVSTRM/C7IGW RECORD OR4W%ir' 491 Aro/%/LY1H I CONFORMING TO CONSRUC77p4 CQPDS BY Jerrod MCC= DAVE 02 15 2013 city p1°ject 9 1()-'Of zm°�weoavm D. 1*~ 05/26n0 Baaet 2 OF M Overall Plan /�r� w/a.aglt{llig 6L Signage "� ww ax w.m.. r~..ryrr at Bluff Creek v •_• F®• P'v°"`" `a` 3rd 4th 5th aia.�r,w s„1 .�^_....�-•.A.�..I.-- m� r °..Oaaaae Chanhassen Residential Development Partners, LLC 1 r xwe Mi.z•aMo `4 :y- m� a •Aa� °•/"/'se"'•�' One to Center m, Suite 300 C`aG�°R°re sit 6th Additions I saurwff +eesra,se Pssb 6 nye P8 >/ nzww�+ wm,are �� ~ w 2300 Mateo Bled CheudeR �tmeede N9estWOHz91 0021/11 IY�a. D/M Feline, Mu,nnoh 55934]302 02010 W00boo Proft iond Se,ice0. Inc. Call 48 Haan before Eigging: GOPHER STATE ONE CALL 0002 M A��t M Ord ADDITION Twin City Area 651-4552-116 Mn. Toll Arc 1-800-252-1166 % _ ...ppp III II 1-W_YE8_=970_.+1 4_7 �1II I W1E89.81.+707 IIr -WYE9.021+1-8]T .Z+31 j1I rj7-1YE_.W__00- W'1E9-140.8131 1 rW1E=0+% rW-TE=1+58 jWIE=2+13__ 11 11 ` , N RA1 NOTES: 925 DENOTES SANITARY S EWE R SERVCE 9 6 0 6 INVRT O ENO OF SNB1I WEOUT1 L I ' DENOTES SEWER FROM LOTA ` 2I LOCATED ON MNNUNEI 3 DOW STREAM M.H. I IIID. I I I I I I I HYD. I I I I I I I I I I 1 I p/AU2 VAL I I UR/l1/.fE llUTlutt I I 1 W/A M VE I I I I I 92L1 I 927.1 I I 11 1 MG HYDRANTS, DIP �IEAS I I I 1 I 9'-e' � i - 1 I - I - I WfE-/+36 WTE=11+88 Ijf , \ \ A'xg• FEE I I I I 8'06' I I I I i I I I EXTEND R005 ON DEEP VALVES e' GV. I I giHD. EL. 9a1.2 i t i 1 1 1 I 1 4 \\ \ ra1D. EL= I r-rrrio. (TVR) I Ir G�. I I I 1 I 1 I ALL DROP MANHOLES TO BE CONSTRUCTED ) _ �_ __� __ __� __� 8' GLV I , I USNG OUTSIDE DROPS. �_ _ _ ____� ALL UTILITY WORK SHALL BE IN L----------- : --'I lam_\_ I \\` ACCORDANCE'MTH THE GNS LATEST I{ r__________� T 1 1 1 11 STANDARD SPECIFlCATIONS AND 1 / el ' . DETAIL PLATES. 3 I / ~ Na 91 .91 sl ALL SANITARY SERMCES AND WYES /n/J \� 2 SHALL BE 6' PVC S R 26 L -________J / _< / ALL WSHALL HAW SHAHAVE ].5' ✓/ r_ -_, r __-I r __, r- -_r r __-I r _ r __ _ Zf MINIMUM COWR � r `` TEP 1 1 11 1 1 Br.W DROSS I I ; • n �� ALL DISTURBED AREAS SHALL BE SEEDED I 2 I I 900.2 11 0 11 0 1 I I I I I 1 ,\, V AND MULCHED OR SODDED IMMEDIATELY I I 90].3 %7.1 9153 919.1 9221 , , 925.0 1 10 4 , I n TO MINIMIZE EROSION i :I II 1 ' Ab I I 897.8 9 •1+42 1+99 WYE.2 W9E 491 WTE=14W WYE.I+SB W1£.2410 I I L-_____-__� 1 ALL CONNECTIONS TO EXISTING i I :FW I 3 I I y I 1 ' ' 1 1 � � � � , � 1 I , �`�\ , � STRUCTURES MUST BE CORE DRILLED. 1, 11 II II II G II VV3 11 4 r--------- i a 1 a 12 11 I I I I I +I I , 3 I �___I �� ALLWATEROPIPERSSHALL BE 16A I I J L____J I 1 1 1 Q ____ I `\` �� 1' TYPE K COPPER j I 1 1 1 v J L---- ---'-- v-- J r---- 2 T2 ---- ----- 4111 River Rock Drive North 0' 50' 100 150 6th AMMON I 5th ADDITION 1 3rd I EXI817NG 2nd ADDITION 1 ' ADD1710 ' ' FINISHED CA GRACE ; ; - - T940 920 i CA SUBGRADE 1 6th ADDITION STA. 17+90 - 1 1 935 915 REMOVE PLUG k CONNEOTG.V , 5M ADDITION 1 Ir TO EE. WATERMAIN r/8' I / / STA. 15+08 1 86'-8" PVC C900 FINISHED C L GRADE REMOVE PLUG # CONNECT E. WAIERMAIN j C/L SU GRADE 1 ?0 E% WAT€RMA81 w/6- G.V. 1: 7.5%IA(TGOVER 1 WATER MAIN 910 / / I 7.5' MIN. COVER \ \ \ \ 930 / / 1 3rd ADDIT / 1 ..282'-8- PVC C900 1 STA 14+20 \ �REMOVE PLUG &CONNECT / I WA$tNNN ' TO EX WATERMAIN w/8" G.V. 925 MH -32A : ' MIN. COVER 1 I _ _ - _ _ _ -__ 9O5 RE =9+18 1 1 _ RE =920.1] 3rd ADDITION E%. 8- PVC ,R 1 IE =907.15 / I STA. 15+08 1 35 O 0.61; -8' PVC C900 1 MH -6 IE =90].05 I END WATERMAIN 1 WATERMAIN 1 1 INSTALL PLUG 1 RE =93 . RE =93699 ZS' MIN, CO MH -31 1 STA ADDITION / 1 I IE =921.99 920 900 STA.IB+OD 1 STA.17+90 ATTR I 1 O Atp4 RE =916.53 1 END WATERMAIN IE =903.50 1 INSTALL PWG 68132 1 , 1 35 O _. PJC STA5+30 , 895 168,6 1 Q,tc J.22.00 i _.... 915 1 6 1 MH -29 1 1 I 890 - sTA.20+70 1 1 I 910 -- RE =905.88 1 1 1 IE =892.50 I I 1 IE -876.24 IE =876.14 1 1 I Ci Pno t 10-nE 905 885 1 _ _ _ -I - 22 21 20 19 18 - 17 --- 16 15 14 13 12 11 10 9 Latest Rewion Datt 06/21/13 201a10,45U701.oWG The he Preserve N, 05/26/10 s 3 OF 18 at Bluff Creek Sanitary Sewer E'refor less 3rd 4th 5th and Water Main I ar Nrwsna .�.., mn•no an �.+. oe.A ,� CllanllaHBen Residential Development Partners, LLC � 0 �j[ I d o e nee ce m sw a aro Construction Plans „ ii a Mi. Fx DD Mdm Blvd & 6th Additions Westwoodw..easra• Or i u� W. 177Y Ed n, Mi,ulnda 554332302 I Minmah Rivu Rock Drive \'orN 02010 Westwood Professional 5e.vlces. Inc. '\ ' t/ ,/ / Coll 48 Houn a e digging: �. a 3 '�I GOPHER STATE ONE CALL / n \ \ Twin City Area 651-454-0002 r'.46- rE - e Mn. Toll Free 1-800-252-1166 7 \\\ i / v l T To EX vN. GENERAL NO 3 \\\\ CT TO EX WY DENOTES SANITARY SEWER SERACE \ \ \ INVERT O END OF slue \ \ \ \D / 911.8 \\Ce OR__ _ I WYE:X+X% DENOTES SANITARY SEVER SERNCE WTE I 1 I g• GV,4 �\ LOCATED ON MAINLINE FROM SC R13ER / > �\ \\ L / `' -J L I /I -I 8925 ��I� DOWN STREAM M.H. ltivrc / 2 / / \\ i I �3tt WyE-0+51 I A FUG HYDRANTS. ^<\ <5L3 / //909.6\\ / / J EXTEND WYE -1+24 / • I SEE S3EER S / a° %B• lEE ALL ROPNANHOLESTOVBE CONSTRUCTED e� ) / 5.0' RISER COPPER, / / H-7 /� 1 USING OUTSIDE DROPS. 6A\\ x _ // / \ RaT - _ y-497 A7 8925 ALL UTILITY WORK SHALL BE IN (� \\� / �/�\\ 10' (TYP / O \� \ / / 2 I I I I I 1 GV. ACCORDANwYE-0+91 / STANDARDP ECFICA110N5 AND \ \\ 9042 I C I I I/ I I I �_�l DETAIL PLATES. // (W/AUX VALVE \ / wvE-0+22 I I^ 1 3 / I 1 ALL SANITARY SERMCES AND WYES / /\ 11'-8• NP \\ // 1 B9.8�1 ��J I I / 1 I I / _ -221/2° 1 I I �� I / ` / 5 I I ,DRAINAGE a UTIUTY' as 1 / SHALL BE 6• PVC SDR 26 EL- I a Dp 7 / wYE-S+ao I '/ L I J l I SENT / ALL WATERMAIN SHALL HAW ].5' C A 887.9 1 _ J I W22 MINIMUM COVER 2 \\ \ MH -25 ) Y 1 B•x8• TEE 6 I -2+32 I 8920 �) /-_���-4 I 7 // �� \ _ ♦ \ WYE -0+20 ALL DISTURBED AREAS SEEDED J Vy I / ! I I WYE-1SO 472 I I 896.0 I--_�A� \\ \ / AND MULCHED OR SODDED IM IMMEDED IATELY IMMS�{ I / I /l I / WyE-1412 / 'w/I Y/ /^ ♦ %�• 1 \; \ TO MINIMIZE EROSION \`\ IT /I• I Dye2/ I `i / / /� l I 8953 / ��,+jr��y Z \\ \\ " 8p3,0 \w STRUCTURESALL nMUST BE CORE DRILLED. V ONS TO EXISTING ffw�� WYE91+9 /I j `��'2W \\� 2 ALL WATER SERVICES SHALL BE \ \ 10 I / 2 / PiY'N \\\v _ ♦1' TYPE K COPPER x•-11 1 4^ BEND. 1 ► �- D.5 / / ./CURB STOP .) /a$` W/ , \ 8920 > TRACER'MRE SHALL TERMINATE IN / I I 12'-8• DIP WYE -O+ SNAKE PIT TRACER WIRE BOXES \ 7 O'8 8iA I-12 ^ \ Y%6• TEE -22 1/2° BEi10\ r i N L _ _ }. \ GRIND. d-9028\ 5\ \ 6 � - I 423 V � � , _ 1 • ' �� f\•� \ 8920 7 \\ w/Mlx vALYS \�/ l 111 �.yjp ��y� /�i -221/2" SEND, +27 \ 14 e• IIP i l I l I if AUX vALVE , /rl{y4 gy4ry� - 43.1 `� \ 92z CON7RACTER: BURSCNMLLE CGWS7RUCPp4 D. EL -909. I 897.5 2 h 1-6" / 5 -'7 I rj$'9 8 B•-22 1/2° \ \\ W!E-1+ CpyNCRI CON57RUCR 4 - TEE ��,� I / B1N1.5 I I / . EL I , -14 S'_11 1/4' MEND♦ wYE-2+7z I 3 / - , I / \ . i' er .1.rroe�. oA7E 02/15/13 WVE-2+17 / 89d0 I I '� I , I \ \/ -,+s4 1 95.0 4� I 8940 I I X3.0 6' 8924 7 i - Delger Circle '---I WYE -0+97 E WYE -0+39 I ; RR-0+6781*YE-0+20 G 50 ,OG 5th ADDITION 1 4(h ADDITION RNHSHED CIL GRADE I 3rd ADD17ION 1 CA SUBGRAIDE I 1 1 925 1 i s15 5th ADDITION STA. 9+55 1 47H ADDITION I REMOVE PLUG 4: CONNECT STA 9+55 1 TO EX. WATERMAIN w/B' G.V 1 ENO WATERMNN 1 : 910 920 1 INSTALL PLUG... \ 1 2-- -` VC 0900:..1. WATER MAIN I 905 915 MIN. COVER 1 / \ 1 / 727'RN PVC C900- 1 WATERI CMAOVER 1 900 910 1 MH -17 _ _ _ 338'-8" PVC _. _ yd -ADDITION STA.]+20 1 1775M IERiAAN- STA 0+90 RE =911.19911.01 IN. COVER REMOVE PLUG B CONNECT JE =899 77899.� 1 E=B99.SV 899.35 1 __ TO IX, WAhRMAIN W/ fl' G.V. 895 135'-8� PVC MR 35 O 040; MH 16 905 5 A. 1+00 1 Z'�+1g'_8. REA_6+T9414028909.13 334399_6" PVC SOR J5 1 x, 8' PV- NA7EP VcN RE =919.53 1 MH -17A PVC IE=89A3B897.20 O +63WL IE =90].15 1 : SFA.9+60 ZR 35 ® IE =8998897.10 60X IE =90].051 RE =990.89921.73 ST .3+40 /41� 890 900 I IE -905. IS 29zx I 209'?i6'-8" PVC SDR 35 O 4+9w0. - IE=9BFr39906.i0. RE =983,93903.56 1 MH -12 MH -ll �1 1 IE =891,93891.76 1 STA.2+65 STAR 55 110-8 PVC SDR 35 1 5' 8' PVC SDR 35 O O.4C% RE =90431-903.09 50'-8' PVC SDR 35 O 4: AR4.30E IE 894.83891.66 RE 99296 72 1 IE =091~1891.33RE SOD EX Ex MH 11E-89h31B91.23 IE -149- . 30 STA 0+00 RE """-25 89$ St8 ADDi T10N 1 : �yX i RE 98296902]9 E NW h 51,=.19&64887.83 rJ STA.9+65 1 4TH ADDITION 73'fi8-8' PVC SDR 35 O U 45S TE =BBS -24 889.04 - IE Sk�888.54... 1 IE =0034+ eB9.01 E% 15'-8' PVC SDR 35 O 0 40% REMOVE. PLUG k CONNECT, STA 9+65 3b ADDUION 10+90 E%. STUB E=88870 TO EX WR. SAN. S 1 'END SAN: SWR. 55'-B' PVC SDR 35 O 9:9611 STA VE PL :INSTALL PLUG 1 2.21S% REMOVE PLUG IM CONNECT 890 1 .SNB IE=906:51 1 _ TO IX SAN.: SWR. _ Cl Pro' i 10 -Ta 880 71 10 9 8 7 6 4 3 2 1 0 1 1� Revi®Dn Date 06/21/13 amoro4suTr02.9wc The Preserve T@ 05/26/10 , 4 a 18 at Bluff Creek sanitary sewer ". Wrrw.rrf.MaAs ,4rr rWrrw�l.�+b �. �.• �� m Prepared for w*er-r .--a~rrrr-•y rr rv�lr `"'� °+'+ '®•3rd, 4th, 5th and Water Main Chanhassen anhassen Residential Development Partners, LLC I ^^ •'� I U� 170 I Corporate & 6th Additions Construction Flans One Co to Center �, Suite 300 wlr ,Otaa�w P 0.1MHp P8 UA' '2 u: "' .mil on... wwrr 7300 Met,o Blvd. �8a� M,�y Delger Circle M189tmod .....s-s.� or 06/21,113 rrr 17726 Elf., Mi,ulnoM 55439.2302 Weetwooe Profeeeional x'909.6 \ \.� WYE-DA65 3 ) \ \\ WYE:0+12 292V' 906.6 AV A\ Z 1A 377. Z W E-3 27 \ \INSULA E i STORM $ W.M. ' �903.5 3 \ \aar 4aZ i WYE=2+67 \\ aar www\ \ AM' 689.3 9 I WYE -1+4'. I11__ --____J 8955 \\\\ 6 --------wrE7-o+n \ \\ I --------� - -10 TV. 7L4 145-4 I / { ' I I I n I 1 I L n MH -7 4 I I I I�, GV,, I I - I I \ ' I 4 / f pJG S, 21' RCP IE=895.29 MAINTAIN 18" MIN. MH -7 SEPARATION STA.O+OD RE =9929690279 IE =989-2+889.04 E =889-14 889.01 0 1 I ". W.4mYWMseel3wMS He MMYISY A�Wn1Ek Ml$„f Nlo,� 9,anmo 9rasam rain aAsr+rsa Westwood -0+642' RISER I 8'x6'415 \ WYE=3+51 `___ WTE=1+22 2_wSER-. _--_ // �t NO EL=91Z. \_14 904.9 \; �.'-___� r7j_ E-_- NSUL BETWEEN \ \\ 901.8 WYE=2+ Y L STORM Wie, 3 \\ WYE=2+31 I - 2 d 896J ` ✓ �' ^\ \\ BRAIN Z\ TY 1 IWYE -1+11 3 <'/ \ \ EASEMENT \ \ 0+561 \ < Mills Drive 3rd AMMON D C/L. MADE FINISHED CA GRADE SUBGRADE-.. � F CA SUBGRADE BETWEEN W.N. `INSt1UTE$ WMBETWEEN - STORM . MH -9 STA.4+40 RE =92+.44921.69 IE =916.13} 909.49 MH -8 IE � 909.41 STA 3+65 75'-8" PVC MR 35 O 5.13% RE -9HF.W 7.10 IE -906.1- 90.576 IE-9W..42OW02 / P/IM ISHED CA MADE CA SUBGRADE 14J-8 PVC SDR 3504-W*0.43%. MH-t0A MH -10 STA.8+96 STA.7+50 S37.µ RE =937.66 936.27 RE =93632 925.70 IE -928-7+ 925.08 IF =626+7 925.03 IE -926,64 Q GENERAL NOTES; p1%X DENOTES SANITARY SEWER SERMCE INVERT O END OF SNB WYE=X+X% DENOTES SANITARY SEWER SERWCE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.N. FLAG HYDRANTS. EXTEND RODS DN DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROP& ALL UTILITY VVDRK SHALL BE IN ACCORDANCE WITH THE CITYS LATEST STANDARD SPECIFICATONS AND DETAIL PLATES. CONTRACTOR: SURSCHMLE CLWSTRUCTIOV r�rco�n a uP �rao nmrTav CONFORMING 7b CpY57RUCRgA CORDS By DoE McCa!"DAIS 03 20 2012 I rw �,rrP. _..r b_. r.� .Ear P -Wed tor. ��ls�Wel_•Y, �1�. lies! 119E Chanhassen Residential Development Partners, LLC 9 o.e.A tbH o QP��-Y m �nva One Coxpovete Center Suite 300 ]M Metro I 5vd yU716v �rrrr E9 Mir.,innooh 55439-2301 CNI 48 Houn before digging: GOPHER STATE ONE CALL Twin City Area 651-454-OODZ Mn. TO[ Free 1-8252-1166 ALL SANITARY SERNCES ANO WYES SHALL BE 6' PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SMALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSICt9 ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CME DRILLED. ALL WATER SERNCES SHALL BE T" TYPE K COPPER 0 50' 100' 150' ZIIIOIM9NF0.lDF The Preserve !e05iwno 61•M 5 a 78 at Bluff Creek sanitary sewer 3rd, 4th, 5th and Water Main I & 6th Additions Construction Plana Ch nh488m, MinneWW mm, Drive ------------ WYE-0+56 WYE-1+IB 8" PVC SANITARY rr- DUO, - --�. W/AUX. VALKC I MH -9 IImV �^' 6 Q / \ 7'-6' DIP 37Z 620 '/ \ MB' 1' COPPER SERMCE / \ 1 1/2o B \\ L,\ 14 J i w/CURB STOP (TYPE) .9 2 3 A 1 "I _- _- -0+642' RISER I 8'x6'415 \ WYE=3+51 `___ WTE=1+22 2_wSER-. _--_ // �t NO EL=91Z. \_14 904.9 \; �.'-___� r7j_ E-_- NSUL BETWEEN \ \\ 901.8 WYE=2+ Y L STORM Wie, 3 \\ WYE=2+31 I - 2 d 896J ` ✓ �' ^\ \\ BRAIN Z\ TY 1 IWYE -1+11 3 <'/ \ \ EASEMENT \ \ 0+561 \ < Mills Drive 3rd AMMON D C/L. MADE FINISHED CA GRADE SUBGRADE-.. � F CA SUBGRADE BETWEEN W.N. `INSt1UTE$ WMBETWEEN - STORM . MH -9 STA.4+40 RE =92+.44921.69 IE =916.13} 909.49 MH -8 IE � 909.41 STA 3+65 75'-8" PVC MR 35 O 5.13% RE -9HF.W 7.10 IE -906.1- 90.576 IE-9W..42OW02 / P/IM ISHED CA MADE CA SUBGRADE 14J-8 PVC SDR 3504-W*0.43%. MH-t0A MH -10 STA.8+96 STA.7+50 S37.µ RE =937.66 936.27 RE =93632 925.70 IE -928-7+ 925.08 IF =626+7 925.03 IE -926,64 Q GENERAL NOTES; p1%X DENOTES SANITARY SEWER SERMCE INVERT O END OF SNB WYE=X+X% DENOTES SANITARY SEWER SERWCE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.N. FLAG HYDRANTS. EXTEND RODS DN DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROP& ALL UTILITY VVDRK SHALL BE IN ACCORDANCE WITH THE CITYS LATEST STANDARD SPECIFICATONS AND DETAIL PLATES. CONTRACTOR: SURSCHMLE CLWSTRUCTIOV r�rco�n a uP �rao nmrTav CONFORMING 7b CpY57RUCRgA CORDS By DoE McCa!"DAIS 03 20 2012 I rw �,rrP. _..r b_. r.� .Ear P -Wed tor. ��ls�Wel_•Y, �1�. lies! 119E Chanhassen Residential Development Partners, LLC 9 o.e.A tbH o QP��-Y m �nva One Coxpovete Center Suite 300 ]M Metro I 5vd yU716v �rrrr E9 Mir.,innooh 55439-2301 CNI 48 Houn before digging: GOPHER STATE ONE CALL Twin City Area 651-454-OODZ Mn. TO[ Free 1-8252-1166 ALL SANITARY SERNCES ANO WYES SHALL BE 6' PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SMALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSICt9 ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CME DRILLED. ALL WATER SERNCES SHALL BE T" TYPE K COPPER 0 50' 100' 150' ZIIIOIM9NF0.lDF The Preserve !e05iwno 61•M 5 a 78 at Bluff Creek sanitary sewer 3rd, 4th, 5th and Water Main I & 6th Additions Construction Plana Ch nh488m, MinneWW mm, Drive IPA `\ rr- DUO, - �\ I W/AUX. VALKC 1 8' G.V. / \ 7'-6' DIP V 1 1/2o B \\ 8"X6" ORND. TEE EL.=92 .9 2 3 A 1 "I B \\ I 1 924.2 1 92].3 I '\ 9D0.3 \ I 91]5 O 921.1 WYE=1+7] WYE=2+30 -0+642' RISER I 8'x6'415 \ WYE=3+51 `___ WTE=1+22 2_wSER-. _--_ // �t NO EL=91Z. \_14 904.9 \; �.'-___� r7j_ E-_- NSUL BETWEEN \ \\ 901.8 WYE=2+ Y L STORM Wie, 3 \\ WYE=2+31 I - 2 d 896J ` ✓ �' ^\ \\ BRAIN Z\ TY 1 IWYE -1+11 3 <'/ \ \ EASEMENT \ \ 0+561 \ < Mills Drive 3rd AMMON D C/L. MADE FINISHED CA GRADE SUBGRADE-.. � F CA SUBGRADE BETWEEN W.N. `INSt1UTE$ WMBETWEEN - STORM . MH -9 STA.4+40 RE =92+.44921.69 IE =916.13} 909.49 MH -8 IE � 909.41 STA 3+65 75'-8" PVC MR 35 O 5.13% RE -9HF.W 7.10 IE -906.1- 90.576 IE-9W..42OW02 / P/IM ISHED CA MADE CA SUBGRADE 14J-8 PVC SDR 3504-W*0.43%. MH-t0A MH -10 STA.8+96 STA.7+50 S37.µ RE =937.66 936.27 RE =93632 925.70 IE -928-7+ 925.08 IF =626+7 925.03 IE -926,64 Q GENERAL NOTES; p1%X DENOTES SANITARY SEWER SERMCE INVERT O END OF SNB WYE=X+X% DENOTES SANITARY SEWER SERWCE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.N. FLAG HYDRANTS. EXTEND RODS DN DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROP& ALL UTILITY VVDRK SHALL BE IN ACCORDANCE WITH THE CITYS LATEST STANDARD SPECIFICATONS AND DETAIL PLATES. CONTRACTOR: SURSCHMLE CLWSTRUCTIOV r�rco�n a uP �rao nmrTav CONFORMING 7b CpY57RUCRgA CORDS By DoE McCa!"DAIS 03 20 2012 I rw �,rrP. _..r b_. r.� .Ear P -Wed tor. ��ls�Wel_•Y, �1�. lies! 119E Chanhassen Residential Development Partners, LLC 9 o.e.A tbH o QP��-Y m �nva One Coxpovete Center Suite 300 ]M Metro I 5vd yU716v �rrrr E9 Mir.,innooh 55439-2301 CNI 48 Houn before digging: GOPHER STATE ONE CALL Twin City Area 651-454-OODZ Mn. TO[ Free 1-8252-1166 ALL SANITARY SERNCES ANO WYES SHALL BE 6' PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SMALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSICt9 ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CME DRILLED. ALL WATER SERNCES SHALL BE T" TYPE K COPPER 0 50' 100' 150' ZIIIOIM9NF0.lDF The Preserve !e05iwno 61•M 5 a 78 at Bluff Creek sanitary sewer 3rd, 4th, 5th and Water Main I & 6th Additions Construction Plana Ch nh488m, MinneWW mm, Drive Y J Inc. 8928 W1'E�0+69 175 PoSERi 1 893.0-, r 894.089&5 WYE -1+O6 WYE=1+ 1].5' PoSERi 1].0' 2 6th ADUWN F 895.5 1 �895., YE-O� WYE -2+21 WYE-0+48wI 1&0' MsEl 1&0' RW 117.5/8 4 2JIL ADDITIONSTA. 1 4 1 NYD. I W/AUX. VAL / -13 /4a (TTyp,)I rx81 TEd I _ SIAL0 �.96'-8' PVC C900 L -.w ---Lam_ .7 TO.Il WATERMAN r/8' G.V.WATER I I -J ----' 3 �I 1.,I;-' M-1. 6th ADUWN pc swrutY� / SERVME (1'RJ 1 1 89&81-� II Il\ L------ - 1i9� RISER----, 1 1 r-------� QLE' AZ,MBGIR501 1 1 4 2 =Yi 4 1 ADDITIONSTA. ------.5�"+ I ---------- 1 / - r-------- t , 8'-22 1/2° BEND 8'-11 1/4° BEND MH -29A I jI r 5 X7.0 RISER 29 �---_---1&0' RISER (r-- I COPPER SERNCE 1_ W/01018 STOP (>. I L_- 7 j-�-� & UTILITY I------------- River Rock Drive N. (Private) 6th ADDITM 6th ADUWN I QLE' AZ,MBGIR501 1 FN SHED O/L (FADE 1 0/L SUBGRADE 1 ADDITIONSTA. 1 / 1 _ REMOVE PLUG & CONNECT487-8' �.96'-8' PVC C900 240 A TO.Il WATERMAN r/8' G.V.WATER R MAIN 1].5' MIN: WAR ARNISHEDCA VER 1 1 MN. . R30-8' I I 6N ADDITION 1 STA. 2+30 L __ END WATERMMN INSTAL PLUG 1 1 6M ADDITION STA. 2+30 1 I REMOVE PLUG & CONNECT I TO EX. WATERMAIN I 1 6N ADDITION STA. 2+70 1 END SAN: SWR. 1 INSTALL PLUG 1 MH -29 SNB IE=875.9 1 STA.1t90 -28-..:. RE.�905.86 :TMH STA 2+30 IE =892.50 40'-8' 0900 (DRI 8) O 0.408 IRE -A Ir S 77 IE =876.14 I W.Hil lmw l:w M.r N.r r.wilslwsln .111E 61-mV6 61.]Ym9 1CLL PLLE AII1.5150 Westwood rwream. 87'-8' C900 (OR18)� I ` SIX AD O 0.4ox. IIETWOM 1 TO a. 905 900 895 890 885 880 40x MH -RE -2887.50 1875 00 IE =877 1 I I I 1 ' I I I I I I m I I I I I 'I I I I I I I I I I ' I I I I I Degler Lane MH -.22 94'-8 I RE 0 97. O RE =097.94 E =874.29 E Fe7A19 '. 20'-8' OP CL 52 O 4.05% 1 1 1 1 � SOR j5 1 1 1p5'B®2g5XMH-25 1 MH -24 STA.4+25 1 STA.3+20 RE =913811 RE =910.61 IE =901.81 IE =898.71 1 IE =898.61 I .�rrrMrw.rw,rA mn.Aa a„.� I o�A ,®, Chanhassen Residential Development Partners, LLC ^ I `4 0+4l1, I myAa a. ='X=.w. ►.+a..+ me One C.7.nte CInn r M, Suite 300 Ihmtl. R 6/22 P8 MAa sr i�w...+r. 7300 Meho Blvd v1m 11.E Io 77/16 ,dinar MinneeMA 55439-2302 1 1 1 I I 1 40h ADDITION STA. 4+40 ENO WATERMAIN INSTALL PLUG CMI 48 Haare 6efl digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Tail Fres 1-800-252-1166 C N RA�� NOTES: DENOTES SANITARY SEWER SERVICE INVERT O END OF STUB DENOTES SANITARY SEWER SERNCE wY_ LOCATED ON MAIWJNE FROM DOM STREAM M.H. FUG HYDRANTS EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCT- -USING OUTSIDE DROPS. ALL UTILITY WORK SHALL. BE IN ACCORDANCE WITH THE ONS LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERWCES AND WYES SHALL BE 6' PVC SDR 26 ALL WATERMAN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SMALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CARE DRILLED. ALL WATER SERWCES SIALL BE 1' TYPE K COPPER TRACER WIRE SHALL TERMINATE IN A SNAKE PIT TRACER WIRE BOX The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Ci Pro ed ! 10FTa 1 880 Litll RevW= DR1c 06/21/13 7'"% Fa4Dw 13� 05/26/10 slxwe 6 al, 18 Sanitary Sewer and Water Main Construction Plans River Rank Dr. N. R'rivArc) & Degl I. 6th ADDfW ♦ I QLE' AZ,MBGIR501 GRADE ADDITIONSTA. / 4+ID/ _ REMOVE PLUG & CONNECT487-8' PVC 0900-: TO.Il WATERMAN r/8' G.V.WATER ARNISHEDCA MAIN7.5' MN. . R30-8' PVC C900 WATER MAIN 7.5' MIN. COVER / 1 MH -.22 94'-8 I RE 0 97. O RE =097.94 E =874.29 E Fe7A19 '. 20'-8' OP CL 52 O 4.05% 1 1 1 1 � SOR j5 1 1 1p5'B®2g5XMH-25 1 MH -24 STA.4+25 1 STA.3+20 RE =913811 RE =910.61 IE =901.81 IE =898.71 1 IE =898.61 I .�rrrMrw.rw,rA mn.Aa a„.� I o�A ,®, Chanhassen Residential Development Partners, LLC ^ I `4 0+4l1, I myAa a. ='X=.w. ►.+a..+ me One C.7.nte CInn r M, Suite 300 Ihmtl. R 6/22 P8 MAa sr i�w...+r. 7300 Meho Blvd v1m 11.E Io 77/16 ,dinar MinneeMA 55439-2302 1 1 1 I I 1 40h ADDITION STA. 4+40 ENO WATERMAIN INSTALL PLUG CMI 48 Haare 6efl digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Tail Fres 1-800-252-1166 C N RA�� NOTES: DENOTES SANITARY SEWER SERVICE INVERT O END OF STUB DENOTES SANITARY SEWER SERNCE wY_ LOCATED ON MAIWJNE FROM DOM STREAM M.H. FUG HYDRANTS EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCT- -USING OUTSIDE DROPS. ALL UTILITY WORK SHALL. BE IN ACCORDANCE WITH THE ONS LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERWCES AND WYES SHALL BE 6' PVC SDR 26 ALL WATERMAN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SMALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CARE DRILLED. ALL WATER SERWCES SIALL BE 1' TYPE K COPPER TRACER WIRE SHALL TERMINATE IN A SNAKE PIT TRACER WIRE BOX The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Ci Pro ed ! 10FTa 1 880 Litll RevW= DR1c 06/21/13 7'"% Fa4Dw 13� 05/26/10 slxwe 6 al, 18 Sanitary Sewer and Water Main Construction Plans River Rank Dr. N. R'rivArc) & Degl I. lb e -2010 Prohmmonal 0 River Rock Drive South 5th ADDITION MH -34 -HYD-- -- - -- I I W/AUX. VALVE W/AUX V YE w 9'-6' DIP 9'-8' DIP, 8'-90° BEND 8.6. UP I Ill REDUCE TEE 903.40 1' COPPER SERVICE MND. EL -91F I w/CURB STOP (TYP.) 894.5 897.6 I WYE=0+71 j WYE -1+31 i O`er • SOT/ 2- ---1-1 11a-p1m..... el6211.... _.- _ M ADD/TION --4--- gg7.0 WYE=1+15 3 901.0 W E=1+75 -2 - -�-- 905.] 908.8 WYE=2+}5' 'WYE=2+95 5- 8952 .WYE=0+56 E k U1A1tt 10' 900 NITMRYEASEMENT (TYP.) 6' C SERVICE -HYD-- -- - -- I I W/AUX. VALVE W/AUX V YE w 9'-6' DIP 9'-8' DIP, 8'-90° BEND 8.6. UP I Ill REDUCE TEE 903.40 1' COPPER SERVICE MND. EL -91F I w/CURB STOP (TYP.) 894.5 897.6 I WYE=0+71 j WYE -1+31 i O`er • SOT/ 2- ---1-1 i 0900 MH -35 STA} 00 RE =917.82 IE =905.82 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin Cily Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: X%XX DENOTES SANITARY SEWER SERVICE ll O END OF STUB DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOIES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UIILItt WORK SHALL BE IN ACCORDANCE WITH THE OWS LATEST STANDARD SPECIFICATIONS AND DETAIL PIATES. ALL SANITARY SERVICES AND WYES SHALL BE 6' PVC SDR 26 ALL WATERMAIN SHALL HAYS 7.5' MINIMUM COYER ALL DISTURBED AREAS SHA1 BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILL . ALL WATER SERVICES SHALL BE 1' TYPE K COPPER TRACER WIRE SHALL TERMINATE IN SNAKE PIT TRACER PARE BOXES The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions 100' I50' ii 20031110 02U705 Oil 05/26/30 see: 7 a 18 Sanitary Sewer and Water Main Construction Plans Aim Rock Dive S k Jeabileev Lve jeurissen Lane 900 I.I / C 481'-H' PVC C90� I1 WATER MAIN 5th ADDITION 7-5 MIN. COVER II 895890 kCA I I / \ / I I FINISHED CA GRADE 88$ n � � � CIL SUBCRAOE W / 1A 880 II / / II / II / 87$ II II / �� TVA 05 SpP�y 870 II II - QJC 9 EX. MH 130 STA Ipp•_8' C9OD (OR18) 145'-a- PVC SDR 26 O 0.405 RE =9 3. i l RE =9p}.H6 IE N=889,71 112--80 O 0.405 : 30'-B' DIP CL 52 O 5.775 66$ I I .IEE 58291 IE 5=Bbd 6H IAIr ------ 0�5(OR18) MH -36 MH 37 MH -38 MH -34 "YE W-863.58 16 ------ IEX 115-9- PVC O 0.408 MH MH -33 S1 -34 k2+Zet STA.3+00 STA4+00.: STA .5+46 RE =897.60 RE 890.94 RE =886.52 5TR2+281 :RE =902.37 STA RE RE =90524 DROP =902.37 IF =888.52 IE =897.6 IE =865.68 IE =866.}6 DROP IE =888.52 SNB IE =864.14: IE =864J9 IE =865.08 IE -%5:58 IE =866.26 IE =864.79 E -864.69 860 IE =864.14 72'-8' '900 DR18 O 0.40A 1 2 0 1 2 3 4 5 0 erst,ylyvylpppcaaO1�14CLL{lYl lJCreopntent Par4LLC nc0.Capav[e BI. Sdh 300 IIItnCOa aww rse. Ngee r8 v�dwell wiw.Blad. D6/TI/Li u.we N, AdNv, lHnveeoM SSliY7302 i 0900 MH -35 STA} 00 RE =917.82 IE =905.82 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin Cily Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: X%XX DENOTES SANITARY SEWER SERVICE ll O END OF STUB DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOIES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UIILItt WORK SHALL BE IN ACCORDANCE WITH THE OWS LATEST STANDARD SPECIFICATIONS AND DETAIL PIATES. ALL SANITARY SERVICES AND WYES SHALL BE 6' PVC SDR 26 ALL WATERMAIN SHALL HAYS 7.5' MINIMUM COYER ALL DISTURBED AREAS SHA1 BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILL . ALL WATER SERVICES SHALL BE 1' TYPE K COPPER TRACER WIRE SHALL TERMINATE IN SNAKE PIT TRACER PARE BOXES The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions 100' I50' ii 20031110 02U705 Oil 05/26/30 see: 7 a 18 Sanitary Sewer and Water Main Construction Plans Aim Rock Dive S k Jeabileev Lve e2010 Westwood Pmfessiona Se, ces. Inc. �c4%4b� Cal 48 Hours before di99F9: GOPHER STATE ONE CALL Tw Cit, Area 651-454-0002 Me. ToN Free 1 -BOD -252-1166 GENERAL NO DENOTES SANITARY SEWER SERVICE INVERT O END OF STUB 4 DROP WYE=X+%% DENOTES SANITARY SEWER SERVICE W E \ LOCATED ON MAINLINE FROM DOM STREAM M.H. FUG HYDRANTS. \R \ EXTEND RODS ON DEEP VALVES. MANHOLES TO BE CONSTRUCTED Aa.�Nr zMs,M e,.adm vx M,seea ILII RFE 4aa8,i151 VJeshivood X ALL � USING OUTSIDE DROPS. ALL UTILITY WORN SHALL BE IN ACCORDANCE WITH THE CITYS LATEST STANDARD SPECIFICATIONS AND ' DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6' PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISWNG STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES STIALL BE 1' TYPE K COPPER TRACER WINE SHALL TERMINATE IN SNAKE PIT TRACER WINE BOXES X 0' 50' 100 150' 89` MH -22 ETA_Oa40 RE 89794 E =874.29 870 IF =874J9 865 City Pro # 10- 860 I tChanhassen Residential Development Partners, LLC .��� .. I � v W • ae. mmn� a Corporate Cancer M, Suite 300 h�tle P8 09n,o ..�.. Ae�obLb.Iar 7300 Metro 31,& I1�16 Q/j6 Fdw, MinrzeeorA 55439-7302 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Latest Revision D&W 06/2V78 20PU04.TFUB.DMG p.fe 05/26/10 6 8 OF i8 Sanitary Sewer and Water Main Construction Plans Rear Yard Sart Sw . Connexion Rear Yard Sanitary Sewer Connection 4th ADDITION 1 6th ADDITION 1 1 FINISHED GRACE EXISTING GRADE 1 1 1 ADDIX01z 1 STA. pail 1 ST END SAN. SEWER 1 021' INSTALL PLUG RCP STUB IE=87280 1 110'-8'PW SDR 26 O 117V-8' PVC SDR 26 O 0. ~ 40X 078r" }77'-8' PVC SDR 26 O 040% MH -2O RE =893.50 MH -19 IE =87 RE =881 DD 6 IE=B]2.85 144'-e" PVC SDR Z6 O 0.408 IE =871.14 IE =871.04 6th ADDITION MH -21 2 O 0.40% 13'-B' PVC SDR 26 O 0.40% 3 REMOVE 1PLUG k CONNECT RE -887,00 E =8]361 w/ PROTECTO 401 I 1 TO EX. SAN. SWR. IE -873.51 1 1 1 -__ ap1 --MH-18 1 RE -MU 00 1 DROP IE=870.52 1 IE =859.96 J Aa.�Nr zMs,M e,.adm vx M,seea ILII RFE 4aa8,i151 VJeshivood X ALL � USING OUTSIDE DROPS. ALL UTILITY WORN SHALL BE IN ACCORDANCE WITH THE CITYS LATEST STANDARD SPECIFICATIONS AND ' DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6' PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISWNG STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES STIALL BE 1' TYPE K COPPER TRACER WINE SHALL TERMINATE IN SNAKE PIT TRACER WINE BOXES X 0' 50' 100 150' 89` MH -22 ETA_Oa40 RE 89794 E =874.29 870 IF =874J9 865 City Pro # 10- 860 I tChanhassen Residential Development Partners, LLC .��� .. I � v W • ae. mmn� a Corporate Cancer M, Suite 300 h�tle P8 09n,o ..�.. Ae�obLb.Iar 7300 Metro 31,& I1�16 Q/j6 Fdw, MinrzeeorA 55439-7302 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Latest Revision D&W 06/2V78 20PU04.TFUB.DMG p.fe 05/26/10 6 8 OF i8 Sanitary Sewer and Water Main Construction Plans Rear Yard Sart Sw . Connexion r AIJ FOOT H Y EASEMENT CONNECT TO E%.- 18" DIP WATER MAIN ii 5A./ /. NO, 18 18' BUTTERFLY) I VALVE SEESfHEET 6 'o e 15A J tis Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Ree 1-800-252-1166 GENERAL NEES: % DENOTES SANITARY SEWER SERVICE INVERT O END OF STUB DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. MG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTUTY WORK SHALL BE IN ACCORDANCE WITH THE CITYS -ATEST STANDARD SPECIFICATIONS AND DETAIL PUTES ALL SANITARY SERVICES AND WYES SHALL BE 6' PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1' TYPE K COPPER ------ 6ID ADD190N 899'-18' DIP CL 51 1 WATER MNN 7.5' MIN. COVER EX. 18' qP 865 18' DIP PLUG 18" BUTTERFLY 860 VALVE 6th ADDMON w%Aux. 855 VALVE 4 5 6 7 8 1 r-__- 1 ca1� leek" err..r PIrb=..Yr(lPpET.� Lm 885.5 1 2 I' 3 4.. Partners, LI.0Oa! 5 6' OU/LO/A m 5B I I I I 1 1 I I I I I I 6B 1 Chanbeeeeit Residential Development Eel 11 X71 I Cupuiimm Osler �. $Dile 700 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Ree 1-800-252-1166 GENERAL NEES: % DENOTES SANITARY SEWER SERVICE INVERT O END OF STUB DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. MG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTUTY WORK SHALL BE IN ACCORDANCE WITH THE CITYS -ATEST STANDARD SPECIFICATIONS AND DETAIL PUTES ALL SANITARY SERVICES AND WYES SHALL BE 6' PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1' TYPE K COPPER ------ 6ID ADD190N 899'-18' DIP CL 51 1 WATER MNN 7.5' MIN. COVER The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions 2010104wlf07ow Tae. 05/26/10 Nsww, 9 a IS Sanitary Sewer and Water Main Construction Plana Water Main Connectlm, EX. 18' qP 865 860 855 '... 4 5 6 7 8 9 10 11 tli Fc err..r PIrb=..Yr(lPpET.� rY�- .y �_reue�en Partners, LI.0Oa! �••.. °�•^�- Chanbeeeeit Residential Development Eel Z�E Cupuiimm Osler �. $Dile 700 �>� ��� DM 86., lavmb 941 rar u. N. The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions 2010104wlf07ow Tae. 05/26/10 Nsww, 9 a IS Sanitary Sewer and Water Main Construction Plana Water Main Connectlm, Y Y CB -81 STMH-80 CBMH-82 -- STA_ 0 55. 17.5' LCBMH-83 5 RE =9.40 STA18+58 IE =901.40 31-15' RCP CL 5 0. 0S0% RE -912.04 PROFILE 4 IE 908.02 rra "• ..e..,e N.1..Iw1t..lik nvArrr Moa IU�Y19S�a mate e1---_ RV 61.ifi59 mune ssz+�w VYestwood �ay,ayrr.Y..e��M ��W-F I arzM.. "�" r rr. w� • M v1 zaorvu. war. 4.ar 4.e�Y lirtlr Orae P�� m/�sA� �. zar 06/21/18 zr Uw 17/16 '-IT RCP CL, 5 O 4.20% CMH -63 CB -65 STA16+73 RE =924 30 RE =924.84 CBMH-64 IE =920.30 IE =9/845 STA 16+7] RE=924.84 .2010 West wooe Praress;anal sermae:. Ina. IE =919.41 64'-15' RCP CL 5 O 6.50% 149'-15' RCP CL 5 O 0-60% -- 26'-15' RCP M. 5 O 3:69% PROFILE 2 Call 48 Hous before digging: GOPHER STATE ONE CALL EXISTING Twin City Area 651-454-0002 --------------- 4DDmON 5th ADDITION Ord ADDMV 2nd ADDITION Mn. Toll Free 1-800-252-1166 � NOTE I __ - _ - - -. --- -- � - � -a- -- T----_� � � COMPAC-T TK1N YARD AREAS T$ INStl ALL MEET ECS CEI I I W-65 I I C V -�� RADIUSRTAB818 G k G. CALLED FOR JIMIDER S I I I I 1 I I 41 r� 1 1 �1 IMTH 10' iRMSITION FROM SURMOUNTABLE CURB 5 6 7 B I 11 I I 3 I CBMH-213 I 1 1 r� . DENOTES GUTTERLNE ELEVATION 9 10 1 2 I I 1 1 4 1 1 2 3\`1 AT INTERSECTIONS I I I I • 1 1 ALL RCP SHALL BE GA55 5 IN I I 1 FURNISH 1 I _ j l I ROADWAY NSARPoG I &d ADDTfOF I I 1 MIN. 9' CLASS 5 UNDER C k G 4 SDEWA (TP.) CB -81 ` SU C WNTABLE k GUTTER BEGIN IEETSTA_ 1�95 � IB ADXST G.V.I 77�� BEdN STREBT I I I HOLES TO BE ALL HAYS I \ . SIYH-62 _CBMH_o, � STRUCTI ^ (TW.) I �STRUCRQIY 1 STORM STRUCTURES THHAT1 DRAINTILE INUEM L-__-_-__-__-� 31 ---J L_ II CURB INLET SEDIMENT FILTERS STALL BE INSTALLED IMMEDIATELY AFTER r----------7 I CBMH-83 /'V �,` I ` I THEY SHALL CURB 15 COMPAWED I 3 / S1LIN-� N -- 61 _ - CBIAH-82 - a . 1. [I _ _� _ _-ti_-o- a1 �sI _ y+rl F' �� `\� N BE MAINTAINED UNTIL THE SNE HAS AND THEN PER FURNISH k INSTALL. ,,,((( - �1 BEEREMOWD.gOW DETAIL PLATE NO. 5302 BARPoCADES • ♦ --� r-__6fF - �DITIDIH r-___, 5th ADDITION STA. 17+%TS r ---fir-__ -_- �, �Iry _ ry / / SIGNAGE TO BE FURNISHED AND BY CITY. r__._-_-__ , -I / I 5 I17+85 I ENO STREET I �H-6J I�'u5T M111 �Iy� FX ADDITION --� 1---� ~� C INSTALLED V 2 4 / 1 I C N STREET I CTION RAMP = OONSTRUCTIDN I(TYPJ J 20' 1 STA. 14+95 1 _ I I ��� >A / 55.90 = 1055.90 ( 1 I OED. 1 1 ^' Vim') END STREET I 4 1 2 N / ALL DISTURBED AREAS SHALL BE I W I L ✓I UTILITY COINSTRu"7I I 1 I / SEEDED AND MULCHED NTIi IN I LCMH -6111 EASEMENT EASENDI I I L__-____-_� 1 Y / 1 48 HOURS TO MINIMIZE EROSION 1-�� ----- n I CBMH-79 3 I 4 I �{ I 1 --L 91W I �'l \ C ALL UTILITY WORK SHALL BE IN r 1 1 e7 I w 1 s I I 2 I I 3 I A 2 I I I o ACCORDANCE YATH THE GNS LATEST STANDARD SPECIFICATION AND DETAIL 1 �- j 2 I I I 1 U I �/ I I 3 L______ PLATES. SEE SHEET 11 k 12. w 1 (-- I I I I I -I L____ •� 1 1 1 I 1 I IT i \ , I CASTING N ' L --1 2 I /. �� \ D. L _ J I // 1 `' �e ALL CATCH BASH CASTINGS IN CURB ON FEET AND 1 i I _ r I / LE CASTINGuMPED MANHOLE CA6TND6 PAYED AREAS MANHSHAjOLE ' 2 . ---1 ____- i % / 4 / s / SHALL IO SU N P 0.05 FEET. RIM . ELEVATIONS ON PLAN PROFILES / % / ELEVATDNS. 2 / � REFLECT THE S/MPm River Rock Drive North 0' 50' 100• 15v n m a r m o mn n n iO n a l o m o a 6 a P Y.. n 1 n. a. 3rd i s - a r P o' r n • n a n r r m F94,5 6th n ADDWN m m s 1 5th ADDITION ADDMN 11���" EXISTING 2nd ADDIWN 920 415' .V n� l 1 1 1 vc 1 2m' 1 / FlNISIiD CA GRADE 1 1 on a$ L.P. ELEV = 92].29 940_ 915 L.P. ELEV 9 5.90 I C/L.SUBGRAOE. 1 1 n L.P. STA = 9+84.4] ,o $ LP. STA = 20+79.80 w m PN STA = 10+00 FtNI5HE0. C/L GRADE + c PM STA - 19+70 / 1 SWH-6p I 1 1 m n r PA ELEV = 924.50 hn C/L SUBGRADE "' °i PA ELEV - 904.67 / 1 STA.17+36, 13 RE -92064 LTA 1 1 > + R AD. = 779 .0, mw II II A,D = 7.97 : > N S6.b0 / 1 1 1E -914.29 n n 1 1 1 a. w m K = 37.22 n A 935 910 5 - / + m r t VG = 290100' �> 0. ]; / 1 a 1 H.P. ELEV = 937,28 9� 905 CBMH-82 1 CBMH8+88 I / / 1 1 5,6 1 H.P. STA - 114+25 6 1 PN STA - 14+25 \ OT1L 1 1 / 1 1 PN ELEV- .,Q RE -91034 I IE =906.34 1 I / 1 A 7.31 1 K -. 361 \ 166,\ P 1I I 1 p1. / / 1 VC = 415.W I ' i 925 900 i H OAD 3 -' j�j / _ _ - - ' STA . 2u+5P 5 17.5' L 4 6PROFILE I / 1920 4 E -906.00 TIE -901.25 Illi 1 / CBMH-63ff7l:::: CB -81 STMH-80 CBMH-82 -- STA_ 0 55. 17.5' LCBMH-83 5 RE =9.40 STA18+58 IE =901.40 31-15' RCP CL 5 0. 0S0% RE -912.04 PROFILE 4 IE 908.02 rra "• ..e..,e N.1..Iw1t..lik nvArrr Moa IU�Y19S�a mate e1---_ RV 61.ifi59 mune ssz+�w VYestwood �ay,ayrr.Y..e��M ��W-F I arzM.. "�" r rr. w� • M v1 zaorvu. war. 4.ar 4.e�Y lirtlr Orae P�� m/�sA� �. zar 06/21/18 zr Uw 17/16 '-IT RCP CL, 5 O 4.20% CMH -63 CB -65 STA16+73 RE =924 30 RE =924.84 CBMH-64 IE =920.30 IE =9/845 STA 16+7] RE=924.84 IE =919.41 64'-15' RCP CL 5 O 6.50% 149'-15' RCP CL 5 O 0-60% -- 26'-15' RCP M. 5 O 3:69% PROFILE 2 A6. ADDUMN The Preserve at Bluff Creek Proper for. Chanhassen Residential Development Partners, LLC y 3rd, 4th, 5th „r One Corporate Centel m, Suite 308 q 6th Additions tum orrr rrr 7300 Metro Blvd Chanhaeeen, Minnesota Edina, Mizwo 55439-2302 City Project i 10-n 1 930 hent Revidon Dlde 06/21/13 20 7 wolnwc 1a.I� 05/26/10 6lrc 10 oP 18 Storm Sewer and Street Construction Plans River Rock Drive NoH ml m m m 1 5th ADDl110N 1 a 1 H.P. I l/ 1 H.P. '. 0 0 PN 1 PM = m m I A. Y I Stn ADDITION t 1 Y w F STA 9+55 W 5 m CONNECT TO w 1 S 5 as EK: ST. SWR. i - 1 5 frPEO RAID 7 I ADMST GV. I �j 1 ICOM " / YAR � CWBMH-57 H-57 J C l 11 1 Sj I 1 4 1 1 I I 411,EZASIE�WE�NtT-Ullut CB 1 WA - 1 �I 4 I 1 SFE OETAL/ I ym AD01 / /,N)d15T BTA -2+: 1 ow. I (BEGIN 51 BAR -51._ L / / , I CONSTRU Com- �'$ 5' CONCRETE � __ •�/ SIDEWALK( '77 l/ 2 I, frPEO RAID 7 I ADMST GV. I �j 1 ICOM " / YAR � CWBMH-57 H-57 J C l 11 1 Sj I 1 4 1 1 I I 411,EZASIE�WE�NtT-Ullut CB 1 WA - 1 �I 4 I 1 SFE OETAL/ I ym AD01 / /,N)d15T BTA -2+: 1 ow. I (BEGIN 51 BAR -51._ L / / , I CONSTRU Com- Degler Circle m m a o m w m m m m o PV s n = ]+So e14 REV = 908550 4th ADDt170N w.. ulmPV ELEV - 912.2] A.D. 2.27 EV - 921.94 m A.D. -38 K = 39.65 FINISHED C/L GRADE t = 9+60.53 K 36.11 ea• W C/L SUBGRADE TA = 9+25 W Y V = 923.00 r -8.13 = 17.21 W m I r Y m O O 1 Jp w5 m� WV u wa WY II "\... Dao, 15..RCM( e.• Qu.. STMH-62 \ BE =9+67 1T { CR 161 0 0RCP CI„ 5 _ E =914.29 S RTA.10+62 O 355 BA.8+&5 9�E116p \ E =91120=91S11O 5, gCyo 1 ON 25-15' RCP CL 5 O 0.355 1 STA M A9+55 1 END STT,, SSWR. INSTALL PLUG TIE=913.83 PROFILE 25 4th ADDITION CB -60 RE -9189991559 IE -911,99914.56 -AFE IN.Ag /5.H S-221 121 0}951 CBMH-59 =wase 913,76 IE=913,2i913619.58� PRO1933'-12" RCP GL 5 O Q43% 4Th ADE)MON ". wrwerrrr.war InzwwYa .awlsAw %tn 613a6r wry I+ssr+tw Westwood ..•..�.,,.�.� PVI STA - 3+50 PVI. REV - 904.00 AD. = 0.75 K = 119.42 W' VC 0 n + m c m n � 1 u S Y Y Wa w� �a J 4 3SURMOUN 8 L CI1C TABLE / S7YN-203 \ \\ -4" SEE DETAIL \ / ♦L ♦ \\ i / 3rd ADDMON f 0' 50' 100 150' Call C8 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn, Tdl Free 1-800-252-1166 RADIUS TO BE 8618 C. h G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB DENOTES GUTTERUNE ELEVATION AT INTERSECTIONS ALL RCP SMALL BE CUSS 5 IN ROADWAY MIN. 9" CLASS 5 UNDER C R G HOLES TO BE PRE -CVT IN ALL STORM STRUCTURES THAT HAYS DRNNTILE INLETS. CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 ALL SIGNAGE TO BE PURNISHED AND INSTALLED BY CIN. 55.90 = 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CIMS LATEST STANDARD SPECIFICATION AND DETAIL PLATES SEE SHEET 11 k 12. CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASINGS IN PAVED AREAS SHALL BE SEWED 0.05 FEET, RIM ELEVATIONS ON PIAN PROFILES REFLECT THE SUMPED ELEVATIONS. LP. REV = 902.62 H.P. REV - 903.10 LP. STA = 1+{0.05 M.P. STA- 0+27.64 PV STA = 1+45 PV STA 0+25 PV REV = 902.47 PV REV - 903.19 A.D.= 1.34 A.D. _ -1.35 260' VC K = 9a'66.93 �. LOW POINT REV = 902.]1 + g LOW POINT STA = 0+52.63 W m PVSTA =1+55 mm n nm �+ PM EIEV=901.84 + 0 0 om AD. -7.04 j Y j l .. K=36.91... PROFILE RE =989-29909.23 �q_ - _ IE =985. !N15,43 1 CL 5RCP S�TAM 5+56 1 CBMH-54 i L'84x-906,62906,W RE ,- - _ 4 STA6+16 4 IE =98R.5490231 - IEE�� J25 SUTA2+16 99 BS RE =9999890286 II q: 515 RCP -0108A2I O . PR ADDR70N 6! I � 20.T; REq! CBMH-216 TIE Co-4th58 STA1+73 IE CBMH-57 STA.]+37 RE =8921.1 19 RE =9H.3.49It." CBMH-54 E =696.56 .42 IE =99J2490J.1{ CB -219 IE =69648 ,39 PROFILE RE =900-61002.52 9 76 CB -55 RE =9 819 89 0 2 812 CL. 5 O AiB1F0.172: �2yy 15' RCP CL 5 1. IE=JB4�5190483 IE =63668898.81 CBMH-218 CBMH-215a 41h ADDIr[ON pT O- t30'-15 RCP CL 5 O - RE _ PROFILE 17. - 2r4s-15" RCP ci 5 23'_15" RCP ah AEDMON 1.41266% CL 5 05.1314 5,57 - 7 6 5 4 3 2PROFILE 1( 3rd AMMON 38'-16" CL 50 Ptepred fon,. W.r �.rrwl�oye.�llvon orae Ima -a---....•--•--- m�•�e �.-- m�=„r,...� Chanhassen Residential Development Partnere, LLC I o m amA .on v mrn�Ct a, ++�ONSuite 300 One Cor 7Center TI• Preetlr Oma ]300 Meow Blvd sol D•Y. M/i4 yr gR/21/18 1l- . O716 Edina, Minnesota 55139-2102 R 53' 8904+07.04 26'-15" RCP CL 5 _ ___ IE =8949499{,91 0 1 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions CBMH+51 RE -951 RE ARA 4 903.46 IE -899.11 890.19 sty Projed x 10-x1 Dee 05/26/10 6 11 DP 18 Storni Sewer and Street Construction Plans Delp, CUde �'$ 5' CONCRETE � __ •�/ SIDEWALK( '77 2 = 3 OO NGUTTAAB RUU CURB 4 5 6 Degler Circle m m a o m w m m m m o PV s n = ]+So e14 REV = 908550 4th ADDt170N w.. ulmPV ELEV - 912.2] A.D. 2.27 EV - 921.94 m A.D. -38 K = 39.65 FINISHED C/L GRADE t = 9+60.53 K 36.11 ea• W C/L SUBGRADE TA = 9+25 W Y V = 923.00 r -8.13 = 17.21 W m I r Y m O O 1 Jp w5 m� WV u wa WY II "\... Dao, 15..RCM( e.• Qu.. STMH-62 \ BE =9+67 1T { CR 161 0 0RCP CI„ 5 _ E =914.29 S RTA.10+62 O 355 BA.8+&5 9�E116p \ E =91120=91S11O 5, gCyo 1 ON 25-15' RCP CL 5 O 0.355 1 STA M A9+55 1 END STT,, SSWR. INSTALL PLUG TIE=913.83 PROFILE 25 4th ADDITION CB -60 RE -9189991559 IE -911,99914.56 -AFE IN.Ag /5.H S-221 121 0}951 CBMH-59 =wase 913,76 IE=913,2i913619.58� PRO1933'-12" RCP GL 5 O Q43% 4Th ADE)MON ". wrwerrrr.war InzwwYa .awlsAw %tn 613a6r wry I+ssr+tw Westwood ..•..�.,,.�.� PVI STA - 3+50 PVI. REV - 904.00 AD. = 0.75 K = 119.42 W' VC 0 n + m c m n � 1 u S Y Y Wa w� �a J 4 3SURMOUN 8 L CI1C TABLE / S7YN-203 \ \\ -4" SEE DETAIL \ / ♦L ♦ \\ i / 3rd ADDMON f 0' 50' 100 150' Call C8 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn, Tdl Free 1-800-252-1166 RADIUS TO BE 8618 C. h G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB DENOTES GUTTERUNE ELEVATION AT INTERSECTIONS ALL RCP SMALL BE CUSS 5 IN ROADWAY MIN. 9" CLASS 5 UNDER C R G HOLES TO BE PRE -CVT IN ALL STORM STRUCTURES THAT HAYS DRNNTILE INLETS. CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 ALL SIGNAGE TO BE PURNISHED AND INSTALLED BY CIN. 55.90 = 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CIMS LATEST STANDARD SPECIFICATION AND DETAIL PLATES SEE SHEET 11 k 12. CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASINGS IN PAVED AREAS SHALL BE SEWED 0.05 FEET, RIM ELEVATIONS ON PIAN PROFILES REFLECT THE SUMPED ELEVATIONS. LP. REV = 902.62 H.P. REV - 903.10 LP. STA = 1+{0.05 M.P. STA- 0+27.64 PV STA = 1+45 PV STA 0+25 PV REV = 902.47 PV REV - 903.19 A.D.= 1.34 A.D. _ -1.35 260' VC K = 9a'66.93 �. LOW POINT REV = 902.]1 + g LOW POINT STA = 0+52.63 W m PVSTA =1+55 mm n nm �+ PM EIEV=901.84 + 0 0 om AD. -7.04 j Y j l .. K=36.91... PROFILE RE =989-29909.23 �q_ - _ IE =985. !N15,43 1 CL 5RCP S�TAM 5+56 1 CBMH-54 i L'84x-906,62906,W RE ,- - _ 4 STA6+16 4 IE =98R.5490231 - IEE�� J25 SUTA2+16 99 BS RE =9999890286 II q: 515 RCP -0108A2I O . PR ADDR70N 6! I � 20.T; REq! CBMH-216 TIE Co-4th58 STA1+73 IE CBMH-57 STA.]+37 RE =8921.1 19 RE =9H.3.49It." CBMH-54 E =696.56 .42 IE =99J2490J.1{ CB -219 IE =69648 ,39 PROFILE RE =900-61002.52 9 76 CB -55 RE =9 819 89 0 2 812 CL. 5 O AiB1F0.172: �2yy 15' RCP CL 5 1. IE=JB4�5190483 IE =63668898.81 CBMH-218 CBMH-215a 41h ADDIr[ON pT O- t30'-15 RCP CL 5 O - RE _ PROFILE 17. - 2r4s-15" RCP ci 5 23'_15" RCP ah AEDMON 1.41266% CL 5 05.1314 5,57 - 7 6 5 4 3 2PROFILE 1( 3rd AMMON 38'-16" CL 50 Ptepred fon,. W.r �.rrwl�oye.�llvon orae Ima -a---....•--•--- m�•�e �.-- m�=„r,...� Chanhassen Residential Development Partnere, LLC I o m amA .on v mrn�Ct a, ++�ONSuite 300 One Cor 7Center TI• Preetlr Oma ]300 Meow Blvd sol D•Y. M/i4 yr gR/21/18 1l- . O716 Edina, Minnesota 55139-2102 R 53' 8904+07.04 26'-15" RCP CL 5 _ ___ IE =8949499{,91 0 1 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions CBMH+51 RE -951 RE ARA 4 903.46 IE -899.11 890.19 sty Projed x 10-x1 Dee 05/26/10 6 11 DP 18 Storni Sewer and Street Construction Plans Delp, CUde .2010 Westwood Professional Services, Inc ___ Call 46 Hours Before digging: 2- 3 N - , ' < 1 \ \ `\ �' \\ \ 2 CBMH 2 V' ,1 �V A `VCBMH-204A ASi Y.H.\ \ - -- 3---- --� TIUTY 5 - I 2 1 -- -207 6 O.AI ![OPDa 7 CBMH-211 PED. RAMP 1'aOPaas J L____(TYPJ - ___ -____--_ e �- - GOPHER STATE ONE CALL f� Twin City Ares 651-454-0002 0 1 3 L Ma. Tat Free 1-600-252-1166 La N ----------- RADIUS TO BE 6618 C. 8: G. w 4 I SIAM 10' TRANSITION FROM SURMOUNTABLE CURB e eF s e ` �1-4F-�F�F7�•�A� I w DAT ENOTES GCT1ONSNE ELEVATION JIli7' DDffAW -J •' ALL RCP 91ALL BE CLASS 5 1N CBMH- _ ROADWAY I i \\ ` 4 \\ ` \ `• 5 s I MIN. 9• CUSS 5 UNDER C t C I AO,( \ \\ \ `\ -_ .+ i- _ _ _ _ ° - 6s HOLES TO BE PRE -WT IN ALL CBIIN-206 VE STORM STRUCTURES THAT HA \\ _ _ DRAINTILE INLETS. L \ \ 5' CONCRETE F ON 214 DI 9 v �DEWNX ( CURB INLET SEDIMENT FILTER AFTER � 1 _----- r-----_1 -1 CBE URB 15ALLEDIETE. THEY AFTER ' ) f •- \\ \\ \\ \ \ \• ' ^ __ ], f kNG ""1 f C -ADJUST G.V. 6 \ \\ > P / \ R •�'j!• ""i N 1 :t' (TYP.) 1 6 8EEN STABIU UNTIL THE SIZE HAS 1 m \V �' q \`V AV ?(SERE D 4 ET 16) 2 3 2 �. (TYPJ ° e CONEND STREET t SIDEWALK PL TEMO . 530D. 2ERNCITY DETAIL D THEN SHALL ~ CONSTRUCTION STA 8+73 I PUTS N0. 5302 i 10 -------- 4 TOM I L------------ -- \ i \ _ ------ INS ALLED TO BE FURNISHED AND I - \CBMH-2W V' R VE 1 I r____________ PaQYa6 \ v7y. £ I I I m CBM C \ �__J L___J �-__J L___ I .�- n - r -VB, DRAINAGE \ 1 PEO. RAM L 55.90 - 1055.90 \CBMH-205 \\ /� ° ��� - _--------- I _A 1 9} STA D+ I CURB -_-__---_- \ \ 1 1 � EASEMWITH INENT \ 11YP 6: UTILITY I ALL DISTURBED AREAS SMALL BE A +1 �i 3 i (� SEEDED DTOMMINIMImZE EROSION I I \ \ 4 \ l r 1 � 1 th RGI wit BE AD ON SURN EET NTABLE CON ALL UTIUTY WDRK SHALL BE IN I \ \ I I I I d GUTTER ACCORDANCE 61TH THE GTYS LATEST I ADJUST G.V. 1 1 CONS CTION CGI S TI 'ADJUST M.H. SPU SEE SHEET11t ANO DETAIL i 3 V A �( �i 1 12. (TIP.) I CBMH-203A V Av J� �46 �pp+ v I 3 -) I I II $ \ J Y \ l I _______ _-- L _ -at CASTINGNOTE: LL I II \ -[A \ \ RSB a ACATCH BASIN CASTINGS IN CURB 2 44 STNH-203 2 CB-2�i \ \ 1 z SHALL BE SUMPED 0.15 FEET AND 1 \ 2 \ \ ) C�TURNARWND �-- _O m MANHOLE CASTINGS IN PAVED AREAS IEEE DETAIL. SHUT�� SHALL BE SUMPED 005 FEET. RIM ACTION INSIDE AREAS SH 4EET SPEC? 2 • ELEVATIONS W PLAN PROFILES 1 J SWH_71 REFLECT THE SUMPED ELEVATIONS. Q CBMH-201 ' \\ \ 3 \ \ FOR UNDDd\ r 1 -Ri I MH+76 1 I 1 / 3 gyp- \ 1 <'/ \; \\\ \ R --------- c -5 -_ I 'l ` ` / J lW i J /CBNg1_]9 Tt 20' R. (TYP.) CB -77 u CONTRACTOR : BURSCIIMLLE CQV577PUCiNYI 3 � i L Pa010a Y RECORD ORMING TO CONSTRUCTION RECORDS 1 rn r_________� r___,_____ b \\ \�\\ .,4 CONFORM/NC 7D CONSTRI/C77QV RECORDS. --- 4 1 t 1 C 4� BY J°rrM=Ce���OATE OS/20/2012 I ��I I 40EWALK ( \� I a�-' Mills Drive River Rock Drive N. (Private) 50 �° om n m n r h a 936.3] Y o o q. 878•.. 6900 (1�R1B) m m _ a o a o m m .00.40E of uoi P m P aOi P P A P rn P da 0 a+ a' co I enr Y N P ry nws P W P - „ m W rn m T szo20 K 3rd ADD177ON PN STA 6+SD m >5at ;,; Sao e PN STA - 3+50 m PN ELEV = 916.35i0'� PM ELEV 9J5.22� m m W W PN STA = 1+20 S AD. 1.67 n A.U. ='5.46 a 'AJ FINISHED C/L GRADE PN ELEV = 905.]2 ♦a K= 53.9 nm / at K 16.49 4 i 9 5 u x A.D. = 1.62 e 1 a + m a au u n C/L WBGRADE 915 915 K = 55.66 FlNISHEO Cp GRADE J m 4 935 PN STA = 1+00 9o'r< o C/L SUBGRADE e u _ - - PN ELEV 904.16 7 m Y ti_ - A.D. = 0.40 n n ICBMH- u u ��� CBMH-21} a K - 224.Q _ o+• ce i STA.]+88 "' to 9a w 91G to n r > �jl'STA3+66H-204A 1 A.4+1 / / EE -931-.21- 831.8] 939 a N m 6U AOGII - F o °i m m > 'y // b RE =916,6491 7 ° II m STA 1+55 rn w jIE 91 1 �/ i o SM ADDITION e i IE =94284 91 414 5 Y ` a La II STA. 1+55 5 w XNSTC SWR. d u ti w GC -'h I .193',15 RCP n w > 905 J wSTALL PLUG p0R 905 5 5 n w i53'-15• RCP CL. 5 O 3.68E �? CBMH-211 925 a a n W' IE=899.02 1. �• n n 56 6 1 > 6 REA dMI 4; 931.07 CB -14 `3 O.60R 7AOR ® IE=926.i> 928.3] RE �i3664935.T1 _ - - STA.20+ 'c CBMH-2}}021 IE =901-3F: 931.31 W 0 CBMH-204 -2e-15- 50 RCP IF -90+55 1'1.5' L goo / µGP Ge 929 L 5 O 1.608 5 RE=90fi.00 _900 STMN-203 15 STA.2+10 9g•_75 RCP IF =901.24 STMM-71 CL- 5 01.108 II 1-15' RCP CL. 5 06559E R60R CBMH 79 j3' IENE=9848990315 \11 CB -212 RE -90470 T 0 STA.2+20 4 PROFILE 9 BTA.D+11 1 054E ST0..0+11 12 R 65- RE=9B^a-+'i CBMH-203A IE -98+6690439 I 15 {BMH-211 _ I CBMH-74 CBMH ]6 RE =904.81 6th ADDITION 895 IE =69f..89 STA.0+3] �' R 6TA.5+96 IE =89].79 IE=f)95:74 RE =we?6:902]0 1 Ca- IN CL 0 CBMH-210 EE931.27 -927,36 92].12 I7rdOFILEAppTTION STA.0+26 IF =89551 IE =899+6489].50 1 RE =99+46923.11 eti'F8R 915 15'-15• RCA ARE -903.34 STA1+27 E =9W.O5 895 RE�9028J 26'-}5• RCP G. 5 IE =9YJ9V 919.01 2' SRE0.4+7 9u� 41E =89801 E =899.234 E 898577 C 50150E E-896.07 O 399824 CBMH-20 IF =9M}f6918.98 100'-15• RCP E�895.76 CBMH-208 26-15' RCP CL 5 O 2-59Z2.BBR STMH-BO PROFILE 7 �,A�1�� w-75 Ce -n E-895,89 STA 4+15 62'-15• RCP CL 5 O -?6814 YKVFILE 6 Std ADDInONRE STA.0+26 RE =90.5.12 $SIG 37-35• RCP IE =946.6} 15.60 919.78 AE =90},}4 IE =899.60 STA.2 99 5 O 4.37 3rd ADDMON 910 E =�.m RE -9 5.4 RE =905.40 26'-15• RCP G. 5 O 395'h 4]316N' -1S RCP CL 5 IE =901.40 CB_2p6 CBMH-204 23-10 0.50E 5- RCPCL 5 CBMN-7L CBMH-76 43.02% 31'-15• RW C_ 5 4 9908w 52 RE 441 PROFILE S ST&2+10 26'-15• RCP G_ 5 0 0-688 28E 9-05 PROFILE 11 PROFILE 10 Ct e o 885 885 34d Ai)W17(Nd RF SRR Ixti9.25 - - -- - 0 1 2 3 4 5 6 7 - 8 9 0 6te ADDfnON 1 file ADDI710D7 2 Lt 3t Revim� Halt U6 0.w .�.L mrmw9°1FOJsr • The Preserve � 05/26/10 fire 12 GP 18 at Bluff Creek storm Sewer ". =w Awanw.rart..y... '_vrr.•.nr rr �M . e"�" ,• ew.... v.As: Fm• Prepared for and Street -�= mA �Chanhassen Residential Development Partners, LLC 3rd, 4th, 5th I nm.e 0 mam I� I w� , a ^•.• ...a. 11>� �e One Corporate Cantu Ill, Suite 300 & 6th Additions Construction Plans viae xeR imms®iM pay. lweA eP8 mnsnr sm 7300 Metro Blvd ey rrrr,.. a Edina, MiruioMa 55439-i3fR Gardnaeaen, Mi neeota Mille Dr. S River Rork Dr N. (Private) Westwood ww...ew„mo.. o.s �� ti w 77/16 -____--_ e �- - GOPHER STATE ONE CALL f� Twin City Ares 651-454-0002 0 1 3 L Ma. Tat Free 1-600-252-1166 La N ----------- RADIUS TO BE 6618 C. 8: G. w 4 I SIAM 10' TRANSITION FROM SURMOUNTABLE CURB e eF s e ` �1-4F-�F�F7�•�A� I w DAT ENOTES GCT1ONSNE ELEVATION JIli7' DDffAW -J •' ALL RCP 91ALL BE CLASS 5 1N CBMH- _ ROADWAY I i \\ ` 4 \\ ` \ `• 5 s I MIN. 9• CUSS 5 UNDER C t C I AO,( \ \\ \ `\ -_ .+ i- _ _ _ _ ° - 6s HOLES TO BE PRE -WT IN ALL CBIIN-206 VE STORM STRUCTURES THAT HA \\ _ _ DRAINTILE INLETS. L \ \ 5' CONCRETE F ON 214 DI 9 v �DEWNX ( CURB INLET SEDIMENT FILTER AFTER � 1 _----- r-----_1 -1 CBE URB 15ALLEDIETE. THEY AFTER ' ) f •- \\ \\ \\ \ \ \• ' ^ __ ], f kNG ""1 f C -ADJUST G.V. 6 \ \\ > P / \ R •�'j!• ""i N 1 :t' (TYP.) 1 6 8EEN STABIU UNTIL THE SIZE HAS 1 m \V �' q \`V AV ?(SERE D 4 ET 16) 2 3 2 �. (TYPJ ° e CONEND STREET t SIDEWALK PL TEMO . 530D. 2ERNCITY DETAIL D THEN SHALL ~ CONSTRUCTION STA 8+73 I PUTS N0. 5302 i 10 -------- 4 TOM I L------------ -- \ i \ _ ------ INS ALLED TO BE FURNISHED AND I - \CBMH-2W V' R VE 1 I r____________ PaQYa6 \ v7y. £ I I I m CBM C \ �__J L___J �-__J L___ I .�- n - r -VB, DRAINAGE \ 1 PEO. RAM L 55.90 - 1055.90 \CBMH-205 \\ /� ° ��� - _--------- I _A 1 9} STA D+ I CURB -_-__---_- \ \ 1 1 � EASEMWITH INENT \ 11YP 6: UTILITY I ALL DISTURBED AREAS SMALL BE A +1 �i 3 i (� SEEDED DTOMMINIMImZE EROSION I I \ \ 4 \ l r 1 � 1 th RGI wit BE AD ON SURN EET NTABLE CON ALL UTIUTY WDRK SHALL BE IN I \ \ I I I I d GUTTER ACCORDANCE 61TH THE GTYS LATEST I ADJUST G.V. 1 1 CONS CTION CGI S TI 'ADJUST M.H. SPU SEE SHEET11t ANO DETAIL i 3 V A �( �i 1 12. (TIP.) I CBMH-203A V Av J� �46 �pp+ v I 3 -) I I II $ \ J Y \ l I _______ _-- L _ -at CASTINGNOTE: LL I II \ -[A \ \ RSB a ACATCH BASIN CASTINGS IN CURB 2 44 STNH-203 2 CB-2�i \ \ 1 z SHALL BE SUMPED 0.15 FEET AND 1 \ 2 \ \ ) C�TURNARWND �-- _O m MANHOLE CASTINGS IN PAVED AREAS IEEE DETAIL. SHUT�� SHALL BE SUMPED 005 FEET. RIM ACTION INSIDE AREAS SH 4EET SPEC? 2 • ELEVATIONS W PLAN PROFILES 1 J SWH_71 REFLECT THE SUMPED ELEVATIONS. Q CBMH-201 ' \\ \ 3 \ \ FOR UNDDd\ r 1 -Ri I MH+76 1 I 1 / 3 gyp- \ 1 <'/ \; \\\ \ R --------- c -5 -_ I 'l ` ` / J lW i J /CBNg1_]9 Tt 20' R. (TYP.) CB -77 u CONTRACTOR : BURSCIIMLLE CQV577PUCiNYI 3 � i L Pa010a Y RECORD ORMING TO CONSTRUCTION RECORDS 1 rn r_________� r___,_____ b \\ \�\\ .,4 CONFORM/NC 7D CONSTRI/C77QV RECORDS. --- 4 1 t 1 C 4� BY J°rrM=Ce���OATE OS/20/2012 I ��I I 40EWALK ( \� I a�-' Mills Drive River Rock Drive N. (Private) 50 �° om n m n r h a 936.3] Y o o q. 878•.. 6900 (1�R1B) m m _ a o a o m m .00.40E of uoi P m P aOi P P A P rn P da 0 a+ a' co I enr Y N P ry nws P W P - „ m W rn m T szo20 K 3rd ADD177ON PN STA 6+SD m >5at ;,; Sao e PN STA - 3+50 m PN ELEV = 916.35i0'� PM ELEV 9J5.22� m m W W PN STA = 1+20 S AD. 1.67 n A.U. ='5.46 a 'AJ FINISHED C/L GRADE PN ELEV = 905.]2 ♦a K= 53.9 nm / at K 16.49 4 i 9 5 u x A.D. = 1.62 e 1 a + m a au u n C/L WBGRADE 915 915 K = 55.66 FlNISHEO Cp GRADE J m 4 935 PN STA = 1+00 9o'r< o C/L SUBGRADE e u _ - - PN ELEV 904.16 7 m Y ti_ - A.D. = 0.40 n n ICBMH- u u ��� CBMH-21} a K - 224.Q _ o+• ce i STA.]+88 "' to 9a w 91G to n r > �jl'STA3+66H-204A 1 A.4+1 / / EE -931-.21- 831.8] 939 a N m 6U AOGII - F o °i m m > 'y // b RE =916,6491 7 ° II m STA 1+55 rn w jIE 91 1 �/ i o SM ADDITION e i IE =94284 91 414 5 Y ` a La II STA. 1+55 5 w XNSTC SWR. d u ti w GC -'h I .193',15 RCP n w > 905 J wSTALL PLUG p0R 905 5 5 n w i53'-15• RCP CL. 5 O 3.68E �? CBMH-211 925 a a n W' IE=899.02 1. �• n n 56 6 1 > 6 REA dMI 4; 931.07 CB -14 `3 O.60R 7AOR ® IE=926.i> 928.3] RE �i3664935.T1 _ - - STA.20+ 'c CBMH-2}}021 IE =901-3F: 931.31 W 0 CBMH-204 -2e-15- 50 RCP IF -90+55 1'1.5' L goo / µGP Ge 929 L 5 O 1.608 5 RE=90fi.00 _900 STMN-203 15 STA.2+10 9g•_75 RCP IF =901.24 STMM-71 CL- 5 01.108 II 1-15' RCP CL. 5 06559E R60R CBMH 79 j3' IENE=9848990315 \11 CB -212 RE -90470 T 0 STA.2+20 4 PROFILE 9 BTA.D+11 1 054E ST0..0+11 12 R 65- RE=9B^a-+'i CBMH-203A IE -98+6690439 I 15 {BMH-211 _ I CBMH-74 CBMH ]6 RE =904.81 6th ADDITION 895 IE =69f..89 STA.0+3] �' R 6TA.5+96 IE =89].79 IE=f)95:74 RE =we?6:902]0 1 Ca- IN CL 0 CBMH-210 EE931.27 -927,36 92].12 I7rdOFILEAppTTION STA.0+26 IF =89551 IE =899+6489].50 1 RE =99+46923.11 eti'F8R 915 15'-15• RCA ARE -903.34 STA1+27 E =9W.O5 895 RE�9028J 26'-}5• RCP G. 5 IE =9YJ9V 919.01 2' SRE0.4+7 9u� 41E =89801 E =899.234 E 898577 C 50150E E-896.07 O 399824 CBMH-20 IF =9M}f6918.98 100'-15• RCP E�895.76 CBMH-208 26-15' RCP CL 5 O 2-59Z2.BBR STMH-BO PROFILE 7 �,A�1�� w-75 Ce -n E-895,89 STA 4+15 62'-15• RCP CL 5 O -?6814 YKVFILE 6 Std ADDInONRE STA.0+26 RE =90.5.12 $SIG 37-35• RCP IE =946.6} 15.60 919.78 AE =90},}4 IE =899.60 STA.2 99 5 O 4.37 3rd ADDMON 910 E =�.m RE -9 5.4 RE =905.40 26'-15• RCP G. 5 O 395'h 4]316N' -1S RCP CL 5 IE =901.40 CB_2p6 CBMH-204 23-10 0.50E 5- RCPCL 5 CBMN-7L CBMH-76 43.02% 31'-15• RW C_ 5 4 9908w 52 RE 441 PROFILE S ST&2+10 26'-15• RCP G_ 5 0 0-688 28E 9-05 PROFILE 11 PROFILE 10 Ct e o 885 885 34d Ai)W17(Nd RF SRR Ixti9.25 - - -- - 0 1 2 3 4 5 6 7 - 8 9 0 6te ADDfnON 1 file ADDI710D7 2 Lt 3t Revim� Halt U6 0.w .�.L mrmw9°1FOJsr • The Preserve � 05/26/10 fire 12 GP 18 at Bluff Creek storm Sewer ". =w Awanw.rart..y... '_vrr.•.nr rr �M . e"�" ,• ew.... v.As: Fm• Prepared for and Street -�= mA �Chanhassen Residential Development Partners, LLC 3rd, 4th, 5th I nm.e 0 mam I� I w� , a ^•.• ...a. 11>� �e One Corporate Cantu Ill, Suite 300 & 6th Additions Construction Plans viae xeR imms®iM pay. lweA eP8 mnsnr sm 7300 Metro Blvd ey rrrr,.. a Edina, MiruioMa 55439-i3fR Gardnaeaen, Mi neeota Mille Dr. S River Rork Dr N. (Private) Westwood ww...ew„mo.. o.s �� ti w 77/16 CBMH- _ ROADWAY I i \\ ` 4 \\ ` \ `• 5 s I MIN. 9• CUSS 5 UNDER C t C I AO,( \ \\ \ `\ -_ .+ i- _ _ _ _ ° - 6s HOLES TO BE PRE -WT IN ALL CBIIN-206 VE STORM STRUCTURES THAT HA \\ _ _ DRAINTILE INLETS. L \ \ 5' CONCRETE F ON 214 DI 9 v �DEWNX ( CURB INLET SEDIMENT FILTER AFTER � 1 _----- r-----_1 -1 CBE URB 15ALLEDIETE. THEY AFTER ' ) f •- \\ \\ \\ \ \ \• ' ^ __ ], f kNG ""1 f C -ADJUST G.V. 6 \ \\ > P / \ R •�'j!• ""i N 1 :t' (TYP.) 1 6 8EEN STABIU UNTIL THE SIZE HAS 1 m \V �' q \`V AV ?(SERE D 4 ET 16) 2 3 2 �. (TYPJ ° e CONEND STREET t SIDEWALK PL TEMO . 530D. 2ERNCITY DETAIL D THEN SHALL ~ CONSTRUCTION STA 8+73 I PUTS N0. 5302 i 10 -------- 4 TOM I L------------ -- \ i \ _ ------ INS ALLED TO BE FURNISHED AND I - \CBMH-2W V' R VE 1 I r____________ PaQYa6 \ v7y. £ I I I m CBM C \ �__J L___J �-__J L___ I .�- n - r -VB, DRAINAGE \ 1 PEO. RAM L 55.90 - 1055.90 \CBMH-205 \\ /� ° ��� - _--------- I _A 1 9} STA D+ I CURB -_-__---_- \ \ 1 1 � EASEMWITH INENT \ 11YP 6: UTILITY I ALL DISTURBED AREAS SMALL BE A +1 �i 3 i (� SEEDED DTOMMINIMImZE EROSION I I \ \ 4 \ l r 1 � 1 th RGI wit BE AD ON SURN EET NTABLE CON ALL UTIUTY WDRK SHALL BE IN I \ \ I I I I d GUTTER ACCORDANCE 61TH THE GTYS LATEST I ADJUST G.V. 1 1 CONS CTION CGI S TI 'ADJUST M.H. SPU SEE SHEET11t ANO DETAIL i 3 V A �( �i 1 12. (TIP.) I CBMH-203A V Av J� �46 �pp+ v I 3 -) I I II $ \ J Y \ l I _______ _-- L _ -at CASTINGNOTE: LL I II \ -[A \ \ RSB a ACATCH BASIN CASTINGS IN CURB 2 44 STNH-203 2 CB-2�i \ \ 1 z SHALL BE SUMPED 0.15 FEET AND 1 \ 2 \ \ ) C�TURNARWND �-- _O m MANHOLE CASTINGS IN PAVED AREAS IEEE DETAIL. SHUT�� SHALL BE SUMPED 005 FEET. RIM ACTION INSIDE AREAS SH 4EET SPEC? 2 • ELEVATIONS W PLAN PROFILES 1 J SWH_71 REFLECT THE SUMPED ELEVATIONS. Q CBMH-201 ' \\ \ 3 \ \ FOR UNDDd\ r 1 -Ri I MH+76 1 I 1 / 3 gyp- \ 1 <'/ \; \\\ \ R --------- c -5 -_ I 'l ` ` / J lW i J /CBNg1_]9 Tt 20' R. (TYP.) CB -77 u CONTRACTOR : BURSCIIMLLE CQV577PUCiNYI 3 � i L Pa010a Y RECORD ORMING TO CONSTRUCTION RECORDS 1 rn r_________� r___,_____ b \\ \�\\ .,4 CONFORM/NC 7D CONSTRI/C77QV RECORDS. --- 4 1 t 1 C 4� BY J°rrM=Ce���OATE OS/20/2012 I ��I I 40EWALK ( \� I a�-' Mills Drive River Rock Drive N. (Private) 50 �° om n m n r h a 936.3] Y o o q. 878•.. 6900 (1�R1B) m m _ a o a o m m .00.40E of uoi P m P aOi P P A P rn P da 0 a+ a' co I enr Y N P ry nws P W P - „ m W rn m T szo20 K 3rd ADD177ON PN STA 6+SD m >5at ;,; Sao e PN STA - 3+50 m PN ELEV = 916.35i0'� PM ELEV 9J5.22� m m W W PN STA = 1+20 S AD. 1.67 n A.U. ='5.46 a 'AJ FINISHED C/L GRADE PN ELEV = 905.]2 ♦a K= 53.9 nm / at K 16.49 4 i 9 5 u x A.D. = 1.62 e 1 a + m a au u n C/L WBGRADE 915 915 K = 55.66 FlNISHEO Cp GRADE J m 4 935 PN STA = 1+00 9o'r< o C/L SUBGRADE e u _ - - PN ELEV 904.16 7 m Y ti_ - A.D. = 0.40 n n ICBMH- u u ��� CBMH-21} a K - 224.Q _ o+• ce i STA.]+88 "' to 9a w 91G to n r > �jl'STA3+66H-204A 1 A.4+1 / / EE -931-.21- 831.8] 939 a N m 6U AOGII - F o °i m m > 'y // b RE =916,6491 7 ° II m STA 1+55 rn w jIE 91 1 �/ i o SM ADDITION e i IE =94284 91 414 5 Y ` a La II STA. 1+55 5 w XNSTC SWR. d u ti w GC -'h I .193',15 RCP n w > 905 J wSTALL PLUG p0R 905 5 5 n w i53'-15• RCP CL. 5 O 3.68E �? CBMH-211 925 a a n W' IE=899.02 1. �• n n 56 6 1 > 6 REA dMI 4; 931.07 CB -14 `3 O.60R 7AOR ® IE=926.i> 928.3] RE �i3664935.T1 _ - - STA.20+ 'c CBMH-2}}021 IE =901-3F: 931.31 W 0 CBMH-204 -2e-15- 50 RCP IF -90+55 1'1.5' L goo / µGP Ge 929 L 5 O 1.608 5 RE=90fi.00 _900 STMN-203 15 STA.2+10 9g•_75 RCP IF =901.24 STMM-71 CL- 5 01.108 II 1-15' RCP CL. 5 06559E R60R CBMH 79 j3' IENE=9848990315 \11 CB -212 RE -90470 T 0 STA.2+20 4 PROFILE 9 BTA.D+11 1 054E ST0..0+11 12 R 65- RE=9B^a-+'i CBMH-203A IE -98+6690439 I 15 {BMH-211 _ I CBMH-74 CBMH ]6 RE =904.81 6th ADDITION 895 IE =69f..89 STA.0+3] �' R 6TA.5+96 IE =89].79 IE=f)95:74 RE =we?6:902]0 1 Ca- IN CL 0 CBMH-210 EE931.27 -927,36 92].12 I7rdOFILEAppTTION STA.0+26 IF =89551 IE =899+6489].50 1 RE =99+46923.11 eti'F8R 915 15'-15• RCA ARE -903.34 STA1+27 E =9W.O5 895 RE�9028J 26'-}5• RCP G. 5 IE =9YJ9V 919.01 2' SRE0.4+7 9u� 41E =89801 E =899.234 E 898577 C 50150E E-896.07 O 399824 CBMH-20 IF =9M}f6918.98 100'-15• RCP E�895.76 CBMH-208 26-15' RCP CL 5 O 2-59Z2.BBR STMH-BO PROFILE 7 �,A�1�� w-75 Ce -n E-895,89 STA 4+15 62'-15• RCP CL 5 O -?6814 YKVFILE 6 Std ADDInONRE STA.0+26 RE =90.5.12 $SIG 37-35• RCP IE =946.6} 15.60 919.78 AE =90},}4 IE =899.60 STA.2 99 5 O 4.37 3rd ADDMON 910 E =�.m RE -9 5.4 RE =905.40 26'-15• RCP G. 5 O 395'h 4]316N' -1S RCP CL 5 IE =901.40 CB_2p6 CBMH-204 23-10 0.50E 5- RCPCL 5 CBMN-7L CBMH-76 43.02% 31'-15• RW C_ 5 4 9908w 52 RE 441 PROFILE S ST&2+10 26'-15• RCP G_ 5 0 0-688 28E 9-05 PROFILE 11 PROFILE 10 Ct e o 885 885 34d Ai)W17(Nd RF SRR Ixti9.25 - - -- - 0 1 2 3 4 5 6 7 - 8 9 0 6te ADDfnON 1 file ADDI710D7 2 Lt 3t Revim� Halt U6 0.w .�.L mrmw9°1FOJsr • The Preserve � 05/26/10 fire 12 GP 18 at Bluff Creek storm Sewer ". =w Awanw.rart..y... '_vrr.•.nr rr �M . e"�" ,• ew.... v.As: Fm• Prepared for and Street -�= mA �Chanhassen Residential Development Partners, LLC 3rd, 4th, 5th I nm.e 0 mam I� I w� , a ^•.• ...a. 11>� �e One Corporate Cantu Ill, Suite 300 & 6th Additions Construction Plans viae xeR imms®iM pay. lweA eP8 mnsnr sm 7300 Metro Blvd ey rrrr,.. a Edina, MiruioMa 55439-i3fR Gardnaeaen, Mi neeota Mille Dr. S River Rork Dr N. (Private) Westwood ww...ew„mo.. o.s �� ti w 77/16 D2010 Westwood Professional Services. Inc. Call 48 Hone before digging: GOPHER STATE ONE CALL Twin City Area, 651-454-0002 Mn. Tall Free 1-800-252-1166 N RFNAI NOTES' • RADIUS TO BE 8618 C. k G. WITH 10' TRANSITION FROM 1 I I SURMOUNTABLE CURB � 1 L____.r I- T- _---) r----� r r-------- . DENOTES CUTTERUNE ELEVATION �__--_-_-_, L____J ��rSC I I I w AT INTERSECTIONS y ---- yrB_]� I I I 1 ( 2 ALL RCP SNAIL BE CUSS 5 IN 1 159 �r�r' I i __- i iCBMH-]8� I I 2 I ' I w w U-___— _ MIN. 9•1 141 A CU55 5 UNDER C k G 1- ------- -�`w I 5 1 1 4 I\N0 1 HOLES TO BE PRE-CUT IN ALL 1 _ _ I I I COYpi. ON EFFOR INSIDE _ _ _ _ _ _ _ STORM STRUCTURES THAT HAYS I ----- Im I I 1 I YARDI S SHALLI tET SPECS I CONSTRUCT TEMP. DRAINTILE INLETS. 1 I I I I C OR UNDERI li I 1 BIT BERM ro gRECT I m I CB 14-]41 I I I I 1 ITC WATER TO CATCH CURB INLET SEDIMENT FILTERS SHAH ]0 ADJUST Y.X. I I I I 1 1 I I LCB -]3 I IV UNTIL STM ADD. IS BE INSTALLED IMMEDIATELY AFTER .COYPIEIED. I L (1YP_) - S1MH-]t1 L--- - I 1 L_ J (--- 3 _ BERB Is MAINTAINAED UNTIL THE STETHEY UHAS L__-_ L_- -J BEEN STABILIZED AND THEN SHALL _ m BE REMOVED. PER CITY DETAIL PLATE NO. 5302 ALL SIGNAGE TO BE PURNISHED AND STA. 4+46 INSTALLED BY CITY. 1 60,lTllfltil 1END STREET 1 CSMH-69 r _ _ _, MAMMON- _------ STA. 4+46 I CONSTRUCTION 55.90 1055.0 m= r-� BEGIN STREP �% ALL DISTURBED AREAS SHALL BE CONSTRUCTI ` SEEDED AND MULCHED WITH IN I 7 48 HOURS TO MINIMIZE EROSION 1 E' 5' CONCRETE .) AMP TIUTY WORK SHALL BE IN I W., ISURMOUNTAB (TYPALL U CONCRETE ACCORDANCE WITH THE CIMS LATEST 9 EWALK (TYP.) CURB h GU R 10' R. (TYP{) STANDARD SPECIFICATION AND DETAIL 1 2 3 4 5 6 r\ 6 PLATES, SEE SHEET 11 k 12 1 5A CASTING NOTE: 1 SH- - - - _ _ _ _ _ _•edea .. - _ _ _ _ _ _ _ _ ALL CATCH BASIN CASTINGS IN CVRB LL m $HABE SUMPOFEET AND OMANHOLE CASTINGS N PAVED I N N ♦♦♦ DRAINAGE k U 4 pl1 BE SUMPED 0.05 FEET. RIMAS ♦♦♦ - EASEMENT .. ELEVATIONS ON PLAN PROFILES I ♦♦ ♦. •e' \ \ REELECT ME SUMPEO ELEVATIONS. CO1117RACftR:BURSCHIAUE OWSTRUCT7p4 fCI TORR GR4*M 4TH ALTLYTA'7Af CC FIDIRMAIG 10 CCMSTRUCR DIV Rfcalll Degler L me RYA I M� Y— DATE 02/15/13 TG 50. 100' 156 _ m n o � m m N ADDITION 0 990 STA IEI END ST.. SWR - IN TAU WRINSTALL PLVG IE=999.56909.57 BN ADDITION W 915 STA. N36 175. CONNECT TO + �. EK. ST, SWR PVI STA = 1+34 ry DIT• + N PNED 0 = 0200 + Aa > O 910 K = 39.59 w i y FINISHED C/L GRADE n w D4X n 5 o r C/L SUBGRAOE / P.GL,5 O 5 5 n" 9 + m /_/ SSA 4+53 5 m / \5fi' RE =91+43914.57 o x 2548'-15• �R.9C{P� IT =91933910.41 w / CL. 503185 / 0 3 x.. MMH-72 900 9O �.5 STA.2+T9 RE :908.84 • I IE -90484 E =902.95 _STMH-n P�Ownomox2 q'N IE =1+46. It' L 89 / 506. IE =1397.79 CS -78A RE -909,90 89 �Gv IE -905.90 .505 5iB 89 CBM -78 I =907 60 E-03.60 \Ary• srA.3+o1 88 4 5 ftE909.57 The Preserve IE =05.5] Storm Sewer at Bluff Creek 3rd, -. CBMH-70 129-15 and Street & 6th Additions -STA0+04 CBMH-72 Chu reen. Minn . - BE '•894.13 2W-15" RCP CL 502. M, O2.M, 885 E -888.91 0 2 3 wawme R.xrm.l r..lm... rry �►www�r.�eb�� W"� '. ReCh or. w rmw �e•w�rr= +r.r+r.rrx�.+wer woloi -�---�•�—•1w— m;�r�d--� o.I.r xm. Chanhassen Residential Development Partnere, LLC ". a .. e. w.w. ser T®. One Corporate Center Ill, Suite 300 .� svurw +xeRlirM FM6a P8 w/'s/'a a ds x: tAw.r 9300 Meho Blvd. U04Ls1WOOd w....mwo.w� v... D6/ZI/U tiw 177K .� xti fidine, MiMe.ota 554342302 CS -78A RE -909,90 89 IE -905.90 .505 "-15" RCP CL 5 O 5.235 CBM -78 I =907 60 E-03.60 City Rf _ 19•= 88 4 5 Latil RlPIB00 mOC 06/21/C 2010104TMv".D' The Preserve 1D.ee 05/26/10 a 13 w 18 Storm Sewer at Bluff Creek 3rd, 4th, 5th and Street & 6th Additions Construction Plans Chu reen. Minn . Dealer Lane n ----------- r---------- 3 1 4 L ----------J I I a ; 5 1I- v � CONCRETE k WTTER T CONCRETE - SIDEWALK (TYP.) T Ilk 4{ ' I / 1 1 I I I ---- -- --, DRAINA I 2 I EASEMF (ED.-' ANP I J T \ Ig 1 2 1 4 CBMH-94 ADJUST G.V. TM018),S (TYP ) UST N.H. ( / - At Z / 18- RC APRON •/TRASH WARD / 5.9 C.Y. CL 3 RIP -RAP 3.0 C.Y. RLTER MATERIAL � 1 NOTE COMPACTON EFFORTS INSIDE YARD AREAS SHALL MEET SPECS CALLED FOR UNDER STREETS. OUTLOT B °a River Rock Drive South 0 N q m. ami p N I 0 a zoo' vc a a t t + 0 S 5 m m n o i HIGH POINT. ELEN = 905.30 \ ` HIGH POINT +2 1 STA = 0.98 PN STA 1= 1+2 PM ELEV 907.42 AD. _ -10.04 K 19.92 E I =87 J� E =870.00 PROFILE 19 8th AIMMON _�_x I NOE: COM ACTON EFFORTS INSIDE YAR AREAS SHALL MEET SPECS CALLED FOR UNDER STREETS �1 �A CBMH-90 - 5 PpOPBg N 18• RC\APRON e/TRASH WARD 5.9 C.Y. CL 3 RIP -RAP 3.0 C.Y. �ILTER MATERIAL \I 5th ADDMON 5 4 3 2 ADJUST M.N. SURMWNT CONCRETE. CURB k OUT IR _ -_J -J NH -91--1 3 2 / JX20' R. (TYP.) DRAINAGE k UTILITY EASEMENT OUTLOT M Jeurissen Lane Qm nm 5th AMMON 5th ADDITION a ED + a ^' a' PN STA I- 4+50 m ?FINISHED. CA GRADE PVI ELEV - 887.15 w CIC SUBGRADE A.D. = 6.40 K -29.69 1901 W - m m N ST0.4+21 W =889.32 \ IE =885.32 I 26'-15• RCP CL 5 O 2.00% I � I I \ I 1 I 1 CBMH-94 STA.4+21 RE =889.32 IE =884.80 IE =8]016 18• RCP CL 5 O 0.305 vlm Ig 1 2 1 4 JX20' R. (TYP.) DRAINAGE k UTILITY EASEMENT OUTLOT M Jeurissen Lane Qm nm 5th AMMON 5th ADDITION a ED + a ^' a' PN STA I- 4+50 m ?FINISHED. CA GRADE PVI ELEV - 887.15 w CIC SUBGRADE A.D. = 6.40 K -29.69 1901 W - m m N ST0.4+21 W =889.32 \ IE =885.32 I 26'-15• RCP CL 5 O 2.00% I � I I \ I 1 I 1 CBMH-94 STA.4+21 RE =889.32 IE =884.80 IE =8]016 18• RCP CL 5 O 0.305 vlm PROFILE 18 / 5th ADDITION �i I CB -92 I ------------------------------------ S WH-89 IEE=883 9DO8 IE -870.19 ". 1Wb�elni.Y� yrl.t. 1 Awe i. Y uvteNar r.rrrrt�.wr�iooi /"� oc ArIA>♦Awsty v�rrA�rrrrMr. m�.nomse dye �/ Chanhassen.. LLC Residential Development Partners We we Alr F P.rd. Hep P8 �• 4wc One Urp7Cero 111, Seize 300 ]300 Metro Blvd WastMAOd fie. rt W21M u.. w U716 E iUM' Mian• 55139-2302 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Call 48 Haus be/are digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Tall Free 1-800-252-1166 GENERAL NOTES: • RADIUS TO BE B618 C. k G. MTi 10' TRANSITION FROM SURMOUNTABLE CURB DENOTES GUTTERUNE EIEVATON AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 IN ROADWAY MIN. 9• CLASS 5 UNDER C k G HOLES TO BE PRE-CUT IN ALL STORM STRUCTURES THAT HAVE DRAMIE INLETS. • CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED- PER CITY DETAIL PLATE N0. 5302 • ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY CITY. 55.90 = 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED MTV IN 48 HOURS TO MINIMIZE EROSION ALL UTUTY WORK SHALL BE IN ACCORDANCE MT11 THE CITYS LATEST STANDARD SPECIRCATON AND DETAIL PLATES. SEE SHEET 11 k 12. CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET RIM ELEVATIONS ON PLAN PRORLES REFLECT THE SUMPED ELEVATIONS. 0 50' 100' 150' IMS -88A IE =870 00 -[ - 5 _•gsra50. tat 05/26/10 96.x` 14 oP 18 Storm Sewer and Street Construction Plans River Rock Drive S O leurieeev Lee CB -92 ST41 tI8' VC RE =902.38 IE =898.38 PN STA = 1+75.50 a 1 96 vr. PN ELEV = 904.96 _ w + * / / --12 TR4 _ - 1, A.D. = 4.00 �: K . 37.02 w w N. �. w / 26 15' RCP CL 5 O 1.00S 'm vi FINISHED CIL GRADE g a n C/LSUBCRADE 49•-15• RCP CLAS O 1.00f a a / CBMH-90 W m m: STA.2+14 RE =902.54 IE =897.63. ,3 Po DO / I PROFILE 18 / 5th ADDITION �i I CB -92 I ------------------------------------ S WH-89 IEE=883 9DO8 IE -870.19 ". 1Wb�elni.Y� yrl.t. 1 Awe i. Y uvteNar r.rrrrt�.wr�iooi /"� oc ArIA>♦Awsty v�rrA�rrrrMr. m�.nomse dye �/ Chanhassen.. LLC Residential Development Partners We we Alr F P.rd. Hep P8 �• 4wc One Urp7Cero 111, Seize 300 ]300 Metro Blvd WastMAOd fie. rt W21M u.. w U716 E iUM' Mian• 55139-2302 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Call 48 Haus be/are digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Tall Free 1-800-252-1166 GENERAL NOTES: • RADIUS TO BE B618 C. k G. MTi 10' TRANSITION FROM SURMOUNTABLE CURB DENOTES GUTTERUNE EIEVATON AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 IN ROADWAY MIN. 9• CLASS 5 UNDER C k G HOLES TO BE PRE-CUT IN ALL STORM STRUCTURES THAT HAVE DRAMIE INLETS. • CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED- PER CITY DETAIL PLATE N0. 5302 • ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY CITY. 55.90 = 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED MTV IN 48 HOURS TO MINIMIZE EROSION ALL UTUTY WORK SHALL BE IN ACCORDANCE MT11 THE CITYS LATEST STANDARD SPECIRCATON AND DETAIL PLATES. SEE SHEET 11 k 12. CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET RIM ELEVATIONS ON PLAN PRORLES REFLECT THE SUMPED ELEVATIONS. 0 50' 100' 150' IMS -88A IE =870 00 -[ - 5 _•gsra50. tat 05/26/10 96.x` 14 oP 18 Storm Sewer and Street Construction Plans River Rock Drive S O leurieeev Lee On 3 \\\4 'NOTE: \ \ \ COMPA EFFORTS IN 7 1 ^ \ YARD AR m SHALL MEET` Fs 2 r \\\ C F \LtiDER STRUTS, , --___ Ids H-218 STAA173 IE =898.08 RE =90213 8 IE -896.68 I 2\ \ 57'-15" RCP CL. 5 O 2.4fif. 6 PROFILE 15 / 3rd ADMRON ---------- ---------- 081114-216 CB -217 I to 215A - '41'Tf" CB -216A \3 9� } \ \ a6� 4 2 6 . CBMH-2160 CBM'—216 RE —903.88 STAA173 IE =898.08 RE =90213 900 IE -896.68 I 2\ \ 57'-15" RCP CL. 5 O 2.4fif. 6 PROFILE 15 / 3rd ADMRON ti1]Ar1_tl AA_I�MS111 wlarw sl.rsatm xx elser roar_ smslw 1Nestwi od wm.mgem. CB -216A RE =90494 E =90094 IE —8 It -81 15" RCP CL 5 O 1.D I I I I I I I I P I i I I E I� I � I BMh 1 I I I I I I I I I I I I I I I - -- - ; 5; 4 3 2 ' t I I I - - - - - - - - 5C I I I I I j % iQ NI I I t I J L ----U 1 L Deag _ I _ ~ i SEE SHEET 13 J15 DRAINAGE t EASEMENT 1 2 3 4 5A____ ______ a LLSTmii-AR 6th A MM FES -664. Vim. ,//'����///4 NOTE _ ww�i •,Q1 OWE,' % COMPACTION EFFORTS INSIDE -2Y RC r/TRASH IXIA� �e+4aWa I\\(CQ! YARD AREAS SHALL MEET SPECS CALLED FOR UNDER STREETS. I8.] C.Y. Cl- 3 RIP -RAP 4.4 C.T. FILTER MATERIAL FterrFrrFrlrr FFr Fr Frrrrrr Fr.EEE�e OlL��4EEeEE 86 OND IeeeEe \ DD9-86 NX -876.00 18• RC APRON w/TRASI WARD FES -87 2—YR. HWL-876.60 G -YR. HWL-BA.37 1 5.9 C.Y. CL 3 RIP -RAP 100 -YR. 14119 6.43 3.0 C.Y. FILTER MATERIAL FES-50� (SEE D ZIAIL D' RC APRON w/TRASH WARD 8.3 C.Y. Cl_ 3 RIP -RAP CBMH-69 STA 0+04 RE -89473 IE =88].94 E =885.94 JL 146'-27' RCP CL 3 O5 STM= -68 RE =8696 FES -61587 tE =876.96 S1MH-.6] IE =875.]3 IE =87616 K= E =886.20 IE =87&12 52'-27" RCP CL, 3 O 0.205 PROFILE 16 6th ADMrtON 4A i 1 I 3 1 I � L WH -51 3 ' 900 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-ODo2 Mn. Tdl Free 1-Ba0-252-1166 NRA NOTES: • RADIUS TO BE 8618 C. t G. WITH 10' TRANSITION FROM WIRMWNTABLE WRB DENOTES WTTERUNE ELEVATION AT INTERSECTIONS ALL NCP SHALL BE CLASS 5 IN ROADWAY • MIN. 9" CLASS 5 UNDER C It G HOLES TO BE PRE -WT IN ALL STORM STRUCTURES THAT HAVE DRAINRLE INLETS • WRB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER WRB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 ALL SIWACIE TO BE FURNISHED AND INSTALLED BY CITY. 55.90 = 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 418 HWRS TO MINIMIZE EROSION • ALL UTILITY WORN SHALL BE IN ACCORDANCE WITH THE CIMS LATEST STANDARD SPECIFICATION AND DETAIL PLATES. SEE SHEET 11 t 12. CASTING NOTE: ALL CATCH BASIN CASTINGS IN WRB SHALL BE SUPPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ® ELEVATIONS W PLAN PROFILES REFLECT THE SUPPED PROFILES COMTRACTER: BURSCHWLLE OCIN$7RUC77QN RECORD DRAM 4774 ADOf71GW CONFORMING 70 CONSTRUCR By. wrcad McCarlY DATE 02 5 3 0SO 100' 150' I r I I 7 I I TA5+56 900 f =9863290 I 2\ \ =982321N1231Jt 6 / 5 c�.H-s3 WH -51 3 ' 900 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-ODo2 Mn. Tdl Free 1-Ba0-252-1166 NRA NOTES: • RADIUS TO BE 8618 C. t G. WITH 10' TRANSITION FROM WIRMWNTABLE WRB DENOTES WTTERUNE ELEVATION AT INTERSECTIONS ALL NCP SHALL BE CLASS 5 IN ROADWAY • MIN. 9" CLASS 5 UNDER C It G HOLES TO BE PRE -WT IN ALL STORM STRUCTURES THAT HAVE DRAINRLE INLETS • WRB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER WRB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 ALL SIWACIE TO BE FURNISHED AND INSTALLED BY CITY. 55.90 = 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 418 HWRS TO MINIMIZE EROSION • ALL UTILITY WORN SHALL BE IN ACCORDANCE WITH THE CIMS LATEST STANDARD SPECIFICATION AND DETAIL PLATES. SEE SHEET 11 t 12. CASTING NOTE: ALL CATCH BASIN CASTINGS IN WRB SHALL BE SUPPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ® ELEVATIONS W PLAN PROFILES REFLECT THE SUPPED PROFILES COMTRACTER: BURSCHWLLE OCIN$7RUC77QN RECORD DRAM 4774 ADOf71GW CONFORMING 70 CONSTRUCR By. wrcad McCarlY DATE 02 5 3 0SO 100' 150' 890 - SUMP It -90D.21 'ice 3h'•-15` RCP CL 5 041M 34 158 885 / ,�.� _ lm 875 STM --51 21' RCP CL 5 RE =84380893.5] FES -50 IE —88WR89887.61 O IE=B86xa3B87fi.95 870 IE =8%0887607 PROFILE 17 4th AMMON !1/213 or&� fa: Chanhassen Residential Development Partners, LLC One COzp7300 Center 1, Suite 300 `aO]300 Metro Bivd nor wx Fdu1a, Minnesota SS139-Li02 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions City Project # 10.551 87 [ated Reniwon Date: 06/21/1 2010104sSWM.D o.m 05/26/10 61wee 15 0! 18 Storm Sewer and Street Construction Plans BacYyazdt 905 WH -53 TA5+56 900 f =9863290 =982321N1231Jt 890 - SUMP It -90D.21 'ice 3h'•-15` RCP CL 5 041M 34 158 885 / ,�.� _ lm 875 STM --51 21' RCP CL 5 RE =84380893.5] FES -50 IE —88WR89887.61 O IE=B86xa3B87fi.95 870 IE =8%0887607 PROFILE 17 4th AMMON !1/213 or&� fa: Chanhassen Residential Development Partners, LLC One COzp7300 Center 1, Suite 300 `aO]300 Metro Bivd nor wx Fdu1a, Minnesota SS139-Li02 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions City Project # 10.551 87 [ated Reniwon Date: 06/21/1 2010104sSWM.D o.m 05/26/10 61wee 15 0! 18 Storm Sewer and Street Construction Plans BacYyazdt I Services. Inc. INSTALL 2 TRAFFIC I BARRICADES (SFE Cltt 2 DETAILS SHEET 18) BLE CURBAN GU; CURB AND ATTER 4" HIGH TEMPORARY THROUGH YEN MARY BITUMINOUS CURB TURNAROUND ON WIN END STA: 1+93 �� I __ - _____ 2.0% 2.0% !. �— 50.0' O 1 50.0' �. o // 2' BNMINAS BASE J k 6, CL 5 AGGREGATE / BASE (TYP.) 28' R 2 D ST STANDARD STREET SECTA (719.) 5 TEMPORARY TU�,9R�.,�N..�y"y�OUND DffrAZ Q`"- r 42h' �6RYP ,:-3A32 CONCRETE Lk ! M 4a . 3" BITUMINOUS HEAR COURSE TYPE 41WEA500558 6" CL 5 AGGREGATE BASE 100% CRUSHED ROCK WDOT 3138-1 APPROVED COMPACTED SUBGRADE WDOT SPEC. 2105 k 2112 BrMIAMOUS TRAM ". wrrl.r.d.r YMu.en. VNY4FSN A1Na1�MSIM ry • NI.4N, 819.40 rOILRIH 1815,50 Westwood I 6 I (— PROJECT NAME U - - 30' ROW 30' ROW rwXcr - s. L.ar roar — 14-5' MNCN A BE IM1e CIPS ARB LATTER) . N aAromau maw EDGE OF CUTTER 2.0% SLOPE 3.0x ACPE N- n 0 G 0 6 o.n TOPSUL IN ' Nia4 .vm wn.ran mPrkcm.� 6' YnD0T 2360 WaIJI OC WAR CWRA 'sssrllm MnDOT SPEC. 221ST BNMNCVS TACK MAY ORMNIII£ 2 - Mn00T Mad SPNFBNOC BAY NURSE r 9.n -Ya 12- - C1A55 5 AIXAEGATE BASF. INL CRUSTED STOW 2C WDOT 3149.2B ff ECT GRAN" BpNOW .6sm 111 .o caoe� m r.. COMPACTED SUBMADE TYPICAL PUBLIC STRM SBCIION 5 MpAKt W,4E W BACK TO RAM CL 20' P/L 20 P/L . of 10' I: 6.0' 14.0' am ...W A. I TOO "asrz. k BNLEVARD r. els ams.r.0 cars mm E.w..¢s. TpUINAGE UILtt FASBAENi NEAR COURSE TO BE 1/2' wniE B.IX(AtlmO .Id ABOW EDGE CF GUTTER .c, zzE m 2.0X. SLOPE •. Rr B' z 6' am. PRIVATE UTIUTY� �y NES E ' To NFO INFO ACN 9. U E.c.4Dec IXPMI,ENr ` W13 I I I la I GMB STOP I I I PLAN VIEW 1 I I I I I SECTION VIEW TYPICAL CURB STOP (NUT TO YAIf) wNeN+a�r.r-l-wrwrrI• -�-.T1b _D.Rr �% —v—P'a w LIYaRa000a Residential Development Partners, LLC oef! m9 MM Ta. _�,", r + �� One Corporate Center m, Suite 300 P�rh B.P P8 Pnsns rmee.N Nr lr.le. •.24� W TRW Metro Blvd . wMM „mow 7//16 Ediru. Minveeoh 55439-2302 Call 48 Hours before digging: GOPHER STATE ONE CALL Ten City Area 651-454-0002 Mn. TOB Free 1-800-252-1166 PL 10' piANAM k UTUTY EAS MENT FRIVAIE UTUTY� p m MaRITIM U - - 30' ROW 30' ROW _ 10Siz ' —\�. If - 15.5' — 14-5' MNCN A BE IM1e CIPS ARB LATTER) oRAnAGE k U - EASEMENT BWIEVMB WAR CWRST N BE 1/2 maw EDGE OF CUTTER 2.0% SLOPE 3.0x ACPE n 0 G 0 6 1 TOPSUL IN ' 9 NSIURBED AREAS U I) YnD0T 2360 WaIJI OC WAR CWRA yR_yIRFAIX MnDOT SPEC. 221ST BNMNCVS TACK MAY ORMNIII£ 2 - Mn00T Mad SPNFBNOC BAY NURSE (¢F DETAIL SHEEN 12- - C1A55 5 AIXAEGATE BASF. INL CRUSTED STOW 2C WDOT 3149.2B ff ECT GRAN" BpNOW COMPACTED SUBMADE TYPICAL PUBLIC STRM SBCIION W BACK TO RAM CL 20' P/L 20 P/L 14.0' 10' I: 6.0' 14.0' k BNLEVARD TpUINAGE UILtt FASBAENi NEAR COURSE TO BE 1/2' ABOW EDGE CF GUTTER 2.0X. SLOPE J.Oi ACVE PRIVATE UTIUTY� �y NES E ' To 9. U Mroor 2360 SDM®JIW NLiN cauRY 4• AIB -A ACE IkIWT SPEC. 2357 BIIUMR+aS TAC( NAT DRANINE 2' - M T 22160 SPWEB O BAY CONY (ME DETAI. SNEEn 12'- CLASS 5 AGCEWTE BASIL 1000 CYI STOW 24" Mn WT 3149.28 Y ECT C IUAR BORROW COMPACTED WBRAOE TYPICAL PRWATE STREET SECTION (W BACK TO BACK) 8 )A. PVC PROTECTA SLEEVE U. v B' OPVC a- A. TVE CMB - SIFEVE T r GRADE I I I la I GMB STOP I I I PLAN VIEW 1 I I I I I SECTION VIEW TYPICAL CURB STOP (NUT TO YAIf) wNeN+a�r.r-l-wrwrrI• -�-.T1b _D.Rr �% —v—P'a w LIYaRa000a Residential Development Partners, LLC oef! m9 MM Ta. _�,", r + �� One Corporate Center m, Suite 300 P�rh B.P P8 Pnsns rmee.N Nr lr.le. •.24� W TRW Metro Blvd . wMM „mow 7//16 Ediru. Minveeoh 55439-2302 Call 48 Hours before digging: GOPHER STATE ONE CALL Ten City Area 651-454-0002 Mn. TOB Free 1-800-252-1166 PL 10' piANAM k UTUTY EAS MENT FRIVAIE UTUTY� p m MaRITIM U gE pLAN We FOR S ECIOC SIDE FCR SIDEM'AM — S INIOUNTA$E CINE k GUTTER (EXCEPT FOR RKR ROCK MW SOUTH MNCN A BE IM1e CIPS ARB LATTER) 2.0% ROPE NAGE k UTlUTY EAYIMIIT -2-R0LL SOD O ftl WEN FOR IDE FOR CON7RACTLIP:6URSCHL4IE CONS71T(/C77ON RECORD DRAW40 CONFORMIEMWNSiRUC�S COIPo�S city Project M 10-%% latest Reviloon Date 06/21/13 30031110.0.1.0 •C The Preserve Came 05/26/10 1111aat 16 DP 13 at Bluff Creek construction 3rd, 4th, 5th Details and I & 6th Additions Typical Sections t'ludleeem. M add,,dea mtr ®6� CO M1UVm ALA RAP Sm (�vw txol x x x uAART la•wl�nw mo.n•.umcsntw mf TYPICAL SANITARY f' SEWFIE SERNCE _.. _ nxOlfllW CfPM11FNi rr RIXIt xuun � .-•�� mf urcH awsN MANHRE WITH SUMP 'r"W dluWnwlR ®ARxIENT CA 48 HWxn before digging: Tvin City I I w WLm ax..m.1z. A t]I]kJimM AN., H'h ww stn rxoxe xst.rawo TAx 6t�EY iT.MFE Meax3,50 Westwood .n.°°.P•m^ Y �r/e 4inr W..ar �xanvY n t CrvOasrxs.a, Se tlwr SaaAa.PirnW,�1 (.�AT 1-1 r�awrvt).v p�a.w memx�ise.wp �C^�.. sir mf SANITARY SERCE R NISER ® (GREAt THAN. DEEP) 0WWFwWIR O[ ..T — 2002 �I - 4 �; PrepaTTA for Chanhassen Residential Development Partners, LLC 1�v �WOtorp"rrwaa `', N�� Y Rn s r plw IT T;4 T'r-1'bw...�.ar .zxu Y 2i 9L 7300 Metro Blvd ' ��9 i�il S�;xE. y vwN 0 x •r �tMu^ mxr EG , Mutneaote 554342302 Wmme ima.'�'.' . nw m I EF) � W.m.....�. xuun � .-•�� mf urcH awsN MANHRE WITH SUMP 'r"W dluWnwlR ®ARxIENT CA 48 HWxn before digging: Tvin City I I w WLm ax..m.1z. A t]I]kJimM AN., H'h ww stn rxoxe xst.rawo TAx 6t�EY iT.MFE Meax3,50 Westwood .n.°°.P•m^ Y �r/e 4inr W..ar �xanvY n t CrvOasrxs.a, Se tlwr SaaAa.PirnW,�1 (.�AT 1-1 r�awrvt).v p�a.w memx�ise.wp �C^�.. sir mf SANITARY SERCE R NISER ® (GREAt THAN. DEEP) 0WWFwWIR O[ ..T — 2002 tramp. maua w stw Aa u m,6PMun`. tr vwe xb A++a. s AT aCPtll NEW X22 'A mif STANDMD MANHOLE nrpmaxG WnrRnaW. rr 2101 N�aW Yw ia+x L tr.M !tY Wl E.a na �YTY4 w e ATA !1 WCN pvewwe.0 a,a A® �R aorta n wt96Y � l� �//e�ew p mx-v mn^a w ee x -IF¢ 0En @v nv M uxOm s-tv T, AT -A vows m.•� nu TRPAAASTATIAT� M6 1 _ 1. - m ,W[ nrvcivT. ae r1V� ' � niµ xr 1AAo . �e..o�Aaa wu.��x.A.ws r.n T.zmr MANHCAE CASING MCI AOJJSING OEfAL oz _ _._ a•vWvmc WPxnIIWWr "" at0 xcr^rM .-A r,.......,. mf TALL 4' dAMEIER G1L31 BASW 11I,tNCIE --,_-- twamslW epAWllW1T "" r c sta.. xoni w mf TYPICAL wAtFA Qafm SExNa .___ figlfDOG dPM111FN!'u4 1W5 H01x%E OE DETAILS Mir SANITARY SFw10t W15AE DROP MANHOLE � fxomllC Of9/ail[xi �` Z103 A 211 J+—— Am...,� My ,a TYPO ® 1EGM11G LOGTION Ot EWC OLVNIINWxf '•" 1009 mf TaP1Gx GTE vxAE ® ANo IM% NSTALLAt10N 01pFewB OFHIIIIfN! ~ r 1006 Wmi rxmW tmanwi n4�Sm mi e,ur nxtrx-<xr ruWIFTCAWN Alezl W-1 mf 161 Q� aARPIFA __4golmONp RDAAAI xT -- 2109 emYWJ PLAN � .,. SECTION ...A.e.......�./..orb ae .m,..�...... mf STaRM sEMER GTd1 BASW T % 3' RECTANGULAR rWamec WPAR T -- 3101 wAT 5 mf I N9u `ROH ® DETAIL FNpEFIfIf DFP..T vd 2205 "' A` sn•gma1---susuamxm u nt wx PIPE aEOdNG IN GOOD SOILS fffm RCP k DIP ®- [rCxfDec 0vMx11Exr �` ` 2202 mf PIPE ffDDWG ® W POdt saes Dnmac PtP.MIWxr '"`n' u01 coaewAnoxnaH� m�� AEt(y IFF1aG 1[5t zc ]J�xLULv-S M Mf BIffD nE 9•NL aE Lap1, (riFD EI lIE V1YG WM M .m1Y•K COW6AIP. AIR I xYYN�z� BLEED DETAIL E>. WNRIYFIR • pu°m.um WAIDSIAN METER SIOIn1 SLWFR Mirir PIPE BEOdMG FOR P.N.C. WATERYNN/$TdiY YWER .V.L. 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SECTION ...A.e.......�./..orb ae .m,..�...... mf STaRM sEMER GTd1 BASW T % 3' RECTANGULAR rWamec WPAR T -- 3101 wAT 5 mf I N9u `ROH ® DETAIL FNpEFIfIf DFP..T vd 2205 "' A` sn•gma1---susuamxm u nt wx PIPE aEOdNG IN GOOD SOILS fffm RCP k DIP ®- [rCxfDec 0vMx11Exr �` ` 2202 mf PIPE ffDDWG ® W POdt saes Dnmac PtP.MIWxr '"`n' u01 coaewAnoxnaH� m�� AEt(y IFF1aG 1[5t zc ]J�xLULv-S M Mf BIffD nE 9•NL aE Lap1, (riFD EI lIE V1YG WM M .m1Y•K COW6AIP. AIR I xYYN�z� BLEED DETAIL E>. WNRIYFIR • pu°m.um WAIDSIAN METER SIOIn1 SLWFR Mirir PIPE BEOdMG FOR P.N.C. WATERYNN/$TdiY YWER .V.L. RPE ® CR059xG F]LtmsxC OFP.wxM.I-- ua3 EzameF 06wnxWM iM1 • don Date 0 0621 The Preserve '..1 Tion 6 at Bluff Creek �/��%�/�= =-� aW mn• <n �; PrepaTTA for Chanhassen Residential Development Partners, LLC 3rd, 4th, 5t W. mn�n1°' "�°O' v... ewe One Coryonte Center m, Sxute 300 & 6th Additions Pxgtlz 4 HWgn P8 R .... auN. 7300 Metro Blvd Minnmod wa 06�n/Li N. 11m iii w tea. F/WW Iti EG , Mutneaote 554342302 Cluutheeeen, Construction Details 02010 Westwood Professional Services. Inc. Pl� fgi..w n '.1 re, off RP RM DUAL _.. _._ fl1pRAN4 CEPMIYFNT we `-r'- vd..vi'an A. --AAA- / 4 LL= -P tea.: wow AT ri -eT .nl AT, i"w SECTION A M er, f CURB CIXiSTR11CTm AT CATCH BASIN �_____ Dlr•EOIrG YFPMIIexi ru 3106 SEDIMEM TRAP c�a BV.Y s.. a. Me Me c. E ra[. MOOELII z Al amevsmw lox ..am.c.r ..-e. r..c. ..., .u., j Mir CATCH BASIN SFDIMENt 1RM daxmaxc CFPMf1EM �` 5302A • 5 Eleic A¢ Of RMEO END SECTpN ® erPMmwl vu 31M A.— A.— I- C1IN NEY Cf pMCN4 YV , N RSe Air is AT rELEVATgI OF HAM, o.�wA- -1... o ��,'.m' .. w. •nAn— cuff zrs PETIESTRIAN CURB RAMP EWKVaG aFPM11eMr -c 5215 Me ....a ...r..r,. ..—A-. .A.... .....�W,.,,,T ., �.......,n_^. ..AT Ax...,o�a ro.....v...., OIIf ® BAARRIRRd CADE EAWAVes LfP.Rnld! I` 5266 p . wAAAAATlwwATlwAAA --e �t..sr."�'�I w ./errr III t YEVL L -G A. 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Arw— L-se AITxa .evumAli»A.a m. 1 -11 I�1A �-I4y-I .ad A,A —a Ani e1-1ems. wnn,a.e amt FYIIR! nIrtRE. wA1ex mrt �....... .... •� . . <xmaa.. ,�1 SECTION A -A a..x iva.re.ma ..m nm...s (.A—, `amu fjtf OFFROAO CATCHBASM mtf SJB-$UIiFAM PVC atANnLE aTAH TIE C SERNC£ nE cARp FlLTER BARRIER ® CLEANWT rd ® D+4leER.w oLP.R11Urt '�` 5302 Oc evxea coWnexr, -d 5211 ®- DV:reFRxc DSR.Arrpr 5221 i 18 ours Defore digging. IS �E GOPHER STATE ONE CALL 7';T v . j� TwinO 651-454-0002 City Are MTdl Free 1-8-252-1166 Mr, 00 a r r �rr I.e. z more s¢ xrres. e s CONTRACTOR: SURSCNNIl£ CONST sass e IFECO D ORANTM 4TH A01i ,w x.a .a m...r.. ara... ome..<. CONFORM/NG TO CWS7RUCTION R wc T 5 IT BYYsg;Z; DM art 02, TEMIN ..o ...., ..,,..c AA.. -UAL- aA :,.x.,n.TTAI IDA city Project a u Latest Revision Date: 201 f]If:IMLiRL IXPMIYF]I! •�` ` 5216 `MbmeA.l.VseS.tl.1 Yc V1SYefsY �r.a..y y TMS=�rle�rW. MVi rA.Ai.e r®e ���L�� �y� p....ii�....��ww ��/�+ Partners, LLC m�.�Q w n�A Proslei ". A�I�ws3M vine star Blie® wxe lateerm YYnewood ..ne..e.m emd^.e. arfr�� `4 �,-, 1E- Residential �tYaLLE� Development one oapmemaeey C.meR Q suke 7300 )IeLo Ol.d Olay MWANKh 3511 m"A"neni»" •�•'+• � Olf n..a. n xROa ea F o.. Os/y/n ri N. 177)0 .enem •. :�. rrrw•.. err rhe Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions CCs�ao-�Ln�-�s-�t'�r-�uction Details eucnaN AN CORDS Y5 13 MIX I6/ZM 9 °2010 Westwood Professional Service, Inc. Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets Vicinity Map for The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota Prepared for: Chanhassen Residential Development One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439-2302 Contact: Todd Baumgartner "' RECE VEDssery Phone: (952) 897-1707 JUN 2 7 2013 Fax: (952) 897-3534 Pr -- 1212 Red Pox Rd, Arden Xilly, MX 55112 1110HE 6 1 1 1ffi937 1-2 08 0 6 0 0 FAX 5 liI1ARB 3)-550 Westwood wwlr b"ado n Project number: 2010-1049 Contact: Francis D. Hagen It, P.E. Phone: 952-906-7483 CONMACn7R: BURSCHWLLE CONSTRUCTION FECOAD DAAWnY.' 407 ADORM CONFORMING TO CpJSIRUC17 RECQQDS BY Jerrod McCarty DA 02/15/2013 Partners, LLC UMEX SHM Na DESCRIPTION 1 COVER 2 OVERALL PLAN wNGHTING & SIGNAGE 3 SANITARY SEWER and WATER MAIN — RIVER ROCK DRIVE NORTH ca vscv SANITARY SEWER and WATER MAIN — DEGLER CIRCLE 5 SANITARY SEWER and WATER MAIN — MILLS DR. 6 SANITARY SEWER and WATER MAIN — RIVER ROCK DRIVE NORTH (PRIVATE) & DEGLER LANE 7 SANITARY SEWER and WATER MAIN — RIVER ROCK DR. S & JEURISSEN LANE 8 I SANITARY SEWER and WATER MAIN — REAR YARD SANITARY SEWER CONNECTION 5 0e Lake STORM SEWER and STREET CONSTRUCTION PLANS — RIVER ROCK DR. N. 6 STORM SEWER and STREET CONSTRUCTION PLANS — DEGLER CIRCLE CITY REVIEW COMMENTS STORM SEWER and STREET CONSTRUCTION PLANS — MILLS DR. & RIVER ROC( DR. N. (PRIVATE) F14SANITARY STORM SEWER and STREET CONSTRUCTION PLANS — DEGLER LANE CITY REVIEW COMMENTS STORM SEWER and STREET CONSTRUCTION PLANS — RIVER ROCK DR. S & JEURISSEN LANE 8 s ADD IRRIGATION SERVICE CONSTRUCTION DETAILS & TYPICAL SECTIONS 9 CONSTRUCTION DETAILS 18 CONSTRUCTION DETAILS 10 03/15/13 sa}I ALL VKILI Cl.BNfM BLOCK NUMBER REVISIONS o u NN,❑Ji In ® SITE f + x xi 3 $ y (Not l0 Scale)) 1 for The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota Prepared for: Chanhassen Residential Development One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439-2302 Contact: Todd Baumgartner "' RECE VEDssery Phone: (952) 897-1707 JUN 2 7 2013 Fax: (952) 897-3534 Pr -- 1212 Red Pox Rd, Arden Xilly, MX 55112 1110HE 6 1 1 1ffi937 1-2 08 0 6 0 0 FAX 5 liI1ARB 3)-550 Westwood wwlr b"ado n Project number: 2010-1049 Contact: Francis D. Hagen It, P.E. Phone: 952-906-7483 CONMACn7R: BURSCHWLLE CONSTRUCTION FECOAD DAAWnY.' 407 ADORM CONFORMING TO CpJSIRUC17 RECQQDS BY Jerrod McCarty DA 02/15/2013 Partners, LLC NO. UMEX SHM Na DESCRIPTION 1 COVER 2 OVERALL PLAN wNGHTING & SIGNAGE 3 SANITARY SEWER and WATER MAIN — RIVER ROCK DRIVE NORTH 4 SANITARY SEWER and WATER MAIN — DEGLER CIRCLE 5 SANITARY SEWER and WATER MAIN — MILLS DR. 6 SANITARY SEWER and WATER MAIN — RIVER ROCK DRIVE NORTH (PRIVATE) & DEGLER LANE 7 SANITARY SEWER and WATER MAIN — RIVER ROCK DR. S & JEURISSEN LANE 8 I SANITARY SEWER and WATER MAIN — REAR YARD SANITARY SEWER CONNECTION 5 SEWER and WATER MAIN — WATER MAIN CONNECTION CITY REVIEW COMMENTS AND 3R ADDITION RECORD DRAWINGS STORM SEWER and STREET CONSTRUCTION PLANS — RIVER ROCK DR. N. 6 STORM SEWER and STREET CONSTRUCTION PLANS — DEGLER CIRCLE CITY REVIEW COMMENTS STORM SEWER and STREET CONSTRUCTION PLANS — MILLS DR. & RIVER ROC( DR. N. (PRIVATE) F14SANITARY STORM SEWER and STREET CONSTRUCTION PLANS — DEGLER LANE CITY REVIEW COMMENTS STORM SEWER and STREET CONSTRUCTION PLANS — RIVER ROCK DR. S & JEURISSEN LANE 8 STORM SEWER and STREET CONSTRUCTION PLANS — BACKYARDS ADD IRRIGATION SERVICE CONSTRUCTION DETAILS & TYPICAL SECTIONS 9 CONSTRUCTION DETAILS 18 CONSTRUCTION DETAILS NO. DATE I REVISION SHEEFS 1 07/14/10 1 CITY RENEW COMMENTS ALL 2 07/28/10 ADD TEMPORARY TURNAROUND TO END OF DEGLER CIRCLE 2.4,11.16 3 09/01/10 REVISED END CONSTR. MILLS DR. 2.5,12 4 01/30/12 CITY REVIEW COMMENTS ALL 5 03/20/12 CITY REVIEW COMMENTS AND 3R ADDITION RECORD DRAWINGS 1,2,4-8.11-13, 15,16,18 6 03/29/12 CITY REVIEW COMMENTS 1,2.4.8.11,15 7 G4/05/12 CITY REVIEW COMMENTS 1,8 8 D4/25/12 ADD IRRIGATION SERVICE 1.4 9 02/15/13 4TH ADDITION RECORD DRAWINGS 1,2,4,11,13,15-18 10 03/15/13 5TH ADDITION ALL 11 06/21/13 BLOCK NUMBER REVISIONS ALL City Project # 10-xx Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets for The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Ch..h....,,, Minn Date: 05/26AO SLeee 1 at z 02010 Weetwooe Professions Services Inc. me ®-65 re ea 2 ,w 8 at S n7 Q Q A / Y B 1 Y Y s S I 46th Fd '% W dit On 4 06-w u s6 Q W -5s V , W-29 Y - I 7 I I i W -N RI y (m1 C s1Yx Ycauli e2 C9W s5 ss W -,o ��\`\0 Y Q \ Y \ ,II Aw-M n Y W-28 n'Fy'wx no 1 s' 4 g 4 S� I Y s 6 1LIs ®-/ — Y s z1x s _T Loh 6 Bow.- - 2 Mt 'x 8 e UDIH- - / ®Ix-Tz s W n -iY i cs-zxoY� 8 ca w.ro-Mz,o y Y ♦t \t1 B M B \ W�--r.M/a 75 [s-eer YY -25 TB 26 / 1 rE5-2x, 7 / iY 1----e: 7 Q W Il YM 21 I �r_5 W-9 ®M.iQtt 1 2 \O .1f W_ 7 a \O QIlf) \ I Y B d 41 S �� Wcaw ss ®� � \OS ' 3 � $ W -p 6A W-16 A Q-x!R \ g I_ swx-se stul-s ®Y1_s,S B xe. 4 B S 8 \ B U.................. 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TOP OF EERY EI -EV -879.00 �i 214 CB 4.00' 'x3' R- 308J -V �- 6.82' ELEV�p 215 CBMH R -3067-V 216 CBNH _ R -3067-V ra 216A CB ]' R-4342 2168 CBMM .80' R-4342 NY A 15'-18 RCP 217 CB 4. 1' 2'.3' R -3067-V 54$' IE -876.0 °U>�T O 33d1{y FES -85 er�.Tn 216 GBMH 4.46' 48' R -3067-V 1 219 CB 4. 2's3' 1 '-18' RCPF_ IE-�' ^" EMSTING PROPOSED 220 CB 1.93' 1' R-4342 ' FES -8] INLET Q O.00S -_ -_ - '__' Sanitary Sewer —s6w— Smitary Sew. — �_ 221 FES 1 IE�B B- • 874.14 - Water —w,T— Wal. —1— CLV/7RAC7CR: BURSCHNLLE CGI/SIRUC77CN HyE. w\Valva B .$ Hyd. w\Valw RECORD ORA W404th AL]DITlQM MONOLITHICALLY POURED stm sew. .--6ro— St. seWer -- CONFORMING TO CONS 770N s By Jerrod McCarty GALE 02 15 2013 CONCRETE OR PRECAST Da tea ----------- 0' 100 200' 300' POND 1 OUTLET CONTROL STRUCTURE (OCS-86) Latest Revision Date: 06/21/13 City Proled Q 10-= NO SCALE 2.1.1...010w t The Preserve D.k, O5/26/W bre 2 Ge 1e at Bluff Creek aem.ww�w.w_k zuwx.66 r _e.w.aw._.r._..... 'W— o� .rW.-rrr_.� ,ma wed 3rd, 4th, 5th ll Pte` "• r�ranee _ „�, s ter,......._,.... Chanhassen Residential Development Partnere, LLC 1am�1w iLg7C I mro o. .m„a..>w�� �- °°``°rp77X0te Men. `61 d5wte 300 I & 6th Additions w/Lighting dL Signage w rau xa2 P...d. G. Hrpa rx d�+�, ...^� ems mwh. w/eW YYOfIWOOA ww6we.�_n wmm a. rr p, 06/27N YEN. 177K ar Edioa, Minnnote 55139-3302 Cllndluaen, Miueeeat4 c -- - � I I 8921 I I 199.7 � j 9921 j 9059 � � ri0.1 OUTLOT A 1 wrEA+47 j WYE_I+07 wrE_1+8] .2+31 I 5 6 .I 7 II 8 9 10 l I M/,Y/lC VK4 I I GRANA 11U1917Y I I r ______1 �L I IS'—e or I I 1 t 9'MC TEE I w L\ V GIME1_ I I 110' (TYP.) I 9'f -48a BEND U L----------- ---------- 7 ___________________-7 r 1 I I 3 Q G9 64 ee I r_________ , r � r 1 r -• � 2 i 7 j l I I W-311 I I I I I j <g3 1 1 I I 897.9 WYE_1+42 _1+99 WYE_2 --__--- WYE_0+78 3 1 1 4 1 1 II II II II I I i I j I I 2 I I I I I I I I 6A i I I v IL____J 11- 7.5 MIN. 6th ADDMON 6th ADDITION STA. 1]+90 REMOVE PLUG ! CONNECT TO EX. WATERMAIN w/8'.1 C9W IN 920 1 E%. S PVL SDR M O 0:81; Prepared for. Chanhassen Residential Development Partnere, LLC One Corporate Center D], Suite 300 7300 Metro Blvd Edina, Minne6di 556142302 1 915 MH -6 !� � 1 INSTALL PLUG 1 STA.14+00 RE =935.46 FlNISHED C/L GRADE GOPHER STATE ONE CALL 1 IE -924.99 C/L wBCRADE 1 910 T_m Area s51 -454 -Goon 5th ADD/7T0/17 3rd ADDIMV 905 _—_-- Mn. Tdl Fee 1-800--252-11660002 Toll I ��wYFr2N3 - W0 900 ---- 31 1 GENERAL NOTES: DEVOTES SEWER SERVICE INVERT END AR STUB 895 i I 1 890 I1 1I Q II I 11- 7.5 MIN. 6th ADDMON 6th ADDITION STA. 1]+90 REMOVE PLUG ! CONNECT TO EX. WATERMAIN w/8'.1 C9W IN 1 1 // SM ADgBON y STA. 1 REMOVEVE PLUG !CONNECT 1 TO EX. WATERMAN r/B' G. 1 1 MH -32A 1 STA.1]+18 RE =920.1] 1 IE =907.15 IE 9907.05 1 i 5th ADDITION STA. 17+90 3 I END WATERMA I 1INSTALL PLUG 1 1 I 1 1 I I 1 1 I I I 1 N i 'VC C900 4 COVER 1 86'-8' PVC 09001 II I i WATERMAIN 1 1 ZS%t91iCOVER 1 -a. 8' 1 WATER MAIN 25" MIN, COVER 1 1 � 1 \ 1 3rd AD l 2 REMOVE PLUG ! CONNECT \ \ \ TO EIL WAIERNAIN r/8' G.V. 1 3rd ADD 1 LL, / 1 1 E%. S PVL SDR M O 0:81; Prepared for. Chanhassen Residential Development Partnere, LLC One Corporate Center D], Suite 300 7300 Metro Blvd Edina, Minne6di 556142302 1 Call 48 H.,a Eefore diggiog: MH -6 !� � 1 INSTALL PLUG 1 STA.14+00 RE =935.46 / GOPHER STATE ONE CALL 1 IE -924.99 EMM 1 1 T_m Area s51 -454 -Goon 5th ADD/7T0/17 3rd ADDIMV aW DD ff N /WN4Mf Mn. Tdl Fee 1-800--252-11660002 Toll I ��wYFr2N3 - W0 II II ---- 31 1 GENERAL NOTES: DEVOTES SEWER SERVICE INVERT END AR STUB ,11 wYE92_2I+5x 1 wYE9_140.8+31 2 I i I 1 I1 1I Q II I I 2 1 DENOTES SANITARYSEWER NCE W LOCATED NE FROM II I 1 2 4 2 1 1 DOWN STREAM MH I I HYD. I I I 1 1 927.1 927.1 I O I f I I 1 I W/AU1L N K I I I I I i t 9'-8' DP I I I I I WYE_1+38 WYE_0+88 I ' I I I ' 1 1 MG HYDRANTS. 8'a9' TK I I 1 1 I I _115 1 _ E - I EXTEND RODS ON DEEP VALVES. 91.2 I I 1 I I or Gg 1 1 I I ALL DROP MANHOLES TO BE CONSTRUCTED 1 _ - � I USING OUTSIDE DROPS. ALL UTILITY SHALL BE IN I It L. WITH ACCORDANCE WITH THE CIMS LATEST STANDARD SPECIFICATIONS AND I DETAIL PLATES. 91 +1 ��� ALL SANITARY SERVICES AND WYES SHALL BE 6' PVC SDR 26 pp4f �OE tt ALL WATERMAIN SHALL HAVE 7.5' -3� - . / MINIMUM COVER 'a8' TEE i l I 8'X8' CROSS -�-�\\ A \ DISTURBEDALL AREAS _ SEEDED 918 3 8191 82'L1 I I 8258 I I I 10 4 1 q /� �� AND MULCHEDOR SODDED IMMEDIATELY MINIMIZE EROSION I I I I I I // \ W WYE 0+49 I WYE 1+04 WYE_1+SB WYE 2110 n 1 r L ------ 1 r \, / / ALL CONNES TO EXISTING L tl 8a i I I 2 I /� "' 3 y4 I I 1 1 4 r---------1 i2 I ad �� C `\� MUS ORE STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE VV I L--------=�1 ♦ 1' TYPE K COPPER __J 1 2 I / �� �♦ --� 41%1 , 2 ,i/ River Rock Drive North 0 50 100' 150' 5th ADDMON 1 3rd , EXIST7NG 2nd ADOMON 1 L ADDI770 ! n II � FINISHED C/L GRADE 1 c/L weGRaDE�� i I 940 1 1 // SM ADgBON y STA. 1 REMOVEVE PLUG !CONNECT 1 TO EX. WATERMAN r/B' G. 1 1 MH -32A 1 STA.1]+18 RE =920.1] 1 IE =907.15 IE 9907.05 1 i 5th ADDITION STA. 17+90 3 I END WATERMA I 1INSTALL PLUG 1 1 I 1 1 I I 1 1 I I I 1 N i 'VC C900 4 COVER 1 86'-8' PVC 09001 II I i WATERMAIN 1 1 ZS%t91iCOVER 1 -a. 8' 1 WATER MAIN 25" MIN, COVER 1 1 � 1 \ 1 3rd AD l 2 REMOVE PLUG ! CONNECT \ \ \ TO EIL WAIERNAIN r/8' G.V. 1 3rd ADD 1 LL, / 1 1 E%. S PVL SDR M O 0:81; Prepared for. Chanhassen Residential Development Partnere, LLC One Corporate Center D], Suite 300 7300 Metro Blvd Edina, Minne6di 556142302 1 END WATE MAIN 1 MH -6 !� � 1 INSTALL PLUG 1 STA.14+00 RE =935.46 / 1 1 IE -924.99 1 1 M 1 1 )5 O 32 S A.15+30 1 1 50? EE =92200 . QNC B 1 1 4`N 1 1 1 1 1 I 1 I I 1 1 1 I _115 1 _ E - 16 _ 14 13 12 I ". wase WaYrasrrer>Wc N Na,Ma W'-'""$"_ �. erg r4X Mwaw more 4 .aoa MIBSYWDOtL r__eegr� wrp err �`p= "'= �•-•'= =�M 4��; r.� Prepared for. Chanhassen Residential Development Partnere, LLC One Corporate Center D], Suite 300 7300 Metro Blvd Edina, Minne6di 556142302 °�rog�U��-• M1 d: �o r !� � F - aaMr P8 orr 06/21/13 , . 7/716 10 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions aanAaaam. MNveeotA 2'a1'- 5 TiO1 D. O.ec 05/26/10 9es 3 GP 18 Sanitary Sewer and Water Main Construction Plans River Rork Drive North 02010 Westwood Processional Services. Inc. '� ' / / ICall 48 Hwn before digging: \\�\ 3 � GOPHER STATE ONE CALL yM,��Np Twin City Area 651-451-0002 7 `\`\ / r , 1 - 8 Mn. Tell Ree 1-800-252-1166 ♦0 \ % 1 1 TO EX SAIL. ♦ 32A `�`\ L < ' I 1 / , CT TO oL X DENOGENERTES NO ♦ \\ / I 1 7 / .% DENOTES SANITARY TUB SERVICE ♦• \ \\�` �\ \\ �i 1 j l - • I INVERT O END OF STUB o` • \ `) / 9,1.0 `\ / I l / Cha DENOTES ON MARY SEWER SERVICE wvE !i• I WYE=%+XX j \%' /' W'1E-14'88 �\ l j I 11 8• V. �_ ••� LOCATED ON MM.H. FROM ♦ / / W25 ••• DOWN STREAM M.N. 8 :lN-1JA / Stl PoSER / n\ ♦ / 'J l O < / 2 / / \ `,/' � �� ��9tf _ wrE-DH51 i ••t Fuc HYDRANTS. 909.8 \ _ / EXTEND RODS ON DEEP VALVES. P� Po24 TEE J ALL DROP MANHOLES TO BE CONSTRUCTEE i COPPER / , H-7 ; USING OUTSIDE DROPS. _ `�% " �2S ALL UTILITY MORK SHALL BE IN 4 \ \ n GV' ACCORDANCE WITH THE GNS LATEST \ V / \ ` / / L I 1 I I I 1 YIYE-M91 / STANDARD SPECIFICATIONS AND / ( VAL, \ 90A2 I In\ \ DETAIL PLATES / WYE -0+22 I , 1 I 1 / / ^ {7•-8. EE . / I O I , 4 I , l rp , AIT SANITARY W SDR AND WYES 899.6 'T � J 1 I / / EB• -22 1 7[E \ // �_,� l / I 1 / 1 ERAWMZ 8: UTaIiW �/ SHALL BE 6" PVC SDR 28 C�"0 1 \\ DA-}+� 1897.91 J L�_� 1 / 5 I ,EASEMENT /' n`\ l / ALL WAIERMAIN SHALL HAVE 7.5 \ \ MN- ) / A i I I" �J / / / / Y�ei `� 8922 I \ MINIMUM CONT 2 \ ` Y 1 v\ \ \ I1 6 // 2+32 I 1 8 -'I , B%B TEE \ ` ALL DISTURBED AREAS SHALL BE SEEDED \ \ \ ♦ / B•...GVi I I / G I 1 WYE -1f72 898.0 � / ` `\ / AND MULCHED OR SODDED IMMEDIATELY \ ` ♦ ` Ti/9 / I I ( ✓ I 1 A I jI I1 / /, �%IZ• `\ \ / TO MINIMIZE EROSION \ . ,�R WYE.,+,2 1 / zG ,.\ . . , `\ v /T 1 ZI / I / 3 / 1 8953 I \ \ BBS,p `��� ALL CONNECTIONS TO EXISTING \ 1 I I 1 1 I 89{,{ 1 ` ` STRUCTURES MUST BE CORE DRILLED. y1 233/ , 6• �AIBTARY / 1 wYE-0452 i / I N "(8'8' I 1 SER (TVP.) l l 2 I / WYE -1499 ' 249' \\\ \v 1" WATER SERVICES SHALL BE \ ,1� `-- 1' TWE N COPPER i\c_ �.)� / w. ` ` B92.o k•-11 1/4oVZ y TRACER WIRE SHALL TERMINATE IN -12 Iii• Y/1E-0+77 SNAKE PIT TRACER %RE BOXES TEE I/2° > rK.i v i _ ` •V L__�� ♦ ^.}\•`GGRIND EEL -902.8: NTD. ' • / ; ; /= 1 \� YtYE + 827 \ W/AUK VALVE `�/ I`� -72 1/20 BEllb. \\�` 14'-8• BE ` I I / I AUK VAL / r qy���y 1 \ `\ N22 CONTRACTOR BURSONM.LE' CONS7RUC770M \ '8• EL -909. / W7.5' / I 7-6• l -`I i \\ ` FECOld�DR4KM 4TH A01DllA7N � WYE -2+72 / 1898.5 1 I V l FL -90' I l 1-1 d 11 W-111% 00 W/E-1 CONFORMING JW rod C CpJSTRUCR"M/413S - l l BY JerroEM�DA7F 02 5 3 _J WYE -2+17 /890.0 / 1 7�,. �w --J _,+u I X5.0 411 I 89{,0 I / gpyp 6tt T 8924 7 i L./Clger CL1 C�e __J ,WYE_U+97 WYE_ph39 / _�� 50 ,00 ,50' 5th ADDITION 1 4th ADDMON RNISIED C/L GRADE 1 3rd ADOMON / CA SUBGRADE 1 925 :915 5th ADDITION STA. 9+55 4TH ADDITION 1 REMOVE PLUG k CONNECT TO EK WAIERMAIN •/8' G END WL PLUG IN 1 920 _ � INSTALL PLUG \ 1 910 � - 1 52' -8 -PVC 0900 : WATER MAW - I 9155 5' MIN, COVER 1 \905 \ 727'-8.. PVC 0900- WATER .900- MAN 910 : 5!MIN. COVER : _ STA,7 _ 53g'_0,90 8' PVC C 3rd ADDITION 900 STAJ+20 - - WklE I. CV.- -- - _ - 1 IEE-f�8BB.45 1 7:5' MIN. GOVEA STA. VE P 1E =89951 899.35 1 REMOVE PLUG &CONNECT TO EX. WATERMAIN 905 135'-8" PVC SUR 35 O 0.408 MH 16 w/ 8• G.V. 895 STA.11+00 I z'TB8. P EEA=6899 4909203 -B' PVC SDR 35 ® 81 1 x. 6" PVC wFTEFt MAIN RE =919.53 1 MH -1]A VC lE =90715 1 STA9+60 38 O IE =907.05 1 RE =921:89921.73 14IE QRS, Q 9015.50_ 900 1 lE ARS HI900.40 9 STA 3+40 1 MH -,2 -8" PVC SDR 35 O @4BW0.{{� 90 i RE =98343903.58 1 MH -II 1 5-8• PVC SDR 35 O 0.401 50'-8• PVC WR 35 O 4.5884.305 IE=89IA3891J6 1 REA.2+6=9034+90309 5TA.0+55 110'-e" PVC SDR 35 1 IE=89*B38B1.66 I IE =891-+1891.53 RE '�`'�„ 0 0 8%0.945 Ex. MH 1 1 IE -091 81891.23 IE =898:+189 3o MH -7 RE W & sE9D3.25 895 IE =89031 8 0.28 STA.O+OO If NW k SE=B884+887.83 5th ADDITION 1 73'48-8" PVC SOR 35 O p4zW RE 88924690279 E 889.? SM04 IE SW=888.54 885 STA 9+65 : {TIT ADOTICH 0 � iE -099.1 SW01 REMOVE PUIG k CONNECT: STA 9+65 : Ex. 15'-B' PVC SDR 35 O 0.405 3rd ADDITION TO E%. SAN. SNR. : END SAN SM. : 55'-8• PVC SDR 35 O 24RW STA. 0+90 Ex STUB E=888 70 1 WSTALLPLUG 1 2255 w TO EX. SAN. 89O 1 STUB IE=908:51 ; EPLUG 8: CONNECT 11 10 9 8 7 6 5 4 3 2 1 0 c =_ SM.1 West Reviaipa Date 06/21/13 The 20101049UW02. DW .9. l he Preserve Oww, 05/26/10 4 p 18 at Bluff Creek Sanitary Sewer I 1z� Prepared for I mmnnn r. rbc 'm' I 3rd, 4th, 5th and Water Main N� - .«-� a = a m� w v , Chanhassen Residential Development Partnere, LLC o e Corposte Bente D, s to 09 & 6th Additions Construction Plans 1 I'ww F5p P8 aunm a. mgr rl �... 7M Imo Blvd. WBtt1AlOOd q- 06M/13 u�W. rix Edina. Nsnesota ""+139-2302 m'e�' � e Delger Ctrl wes,000 Professional Se ces. Inc. O --- --- Coil 48 Haus Befare digging: \-------___-__ GENERAL NOTES: - ----, --, r--------- 920.85 r i GOPHER STATE ONE CALL \-0002 2 911.9 WYE} U056 1 16 6� VC SANITARY �I n 3 2 .% INVEDENRT O ENDITARY OF SN SEWER SERVICE TWin No Tom YAntia Free 16800-4252-111 6 \ \\ 2-' /i�909.6 \ WYE=0+65 1 L SERVICESTYP-)__ w L-______-__--4 WYE-11M DENOTES SANITARY SEWER SERVICE WYE \ <I- \ ' ' u, LOCATED ON YAINUNE FRdA ALL SANITARY SERVICES AND WYES 3 ) WYE=0+12 \ \ -------- I DOWN STREAM M.H. SHALL BE 6• PVC WR 26 2 \ 29Z MH-9 a B QI w - -MIA-10 tf RAG HYDRANTS. ALL WATERMMN SHALL HAVE 7.5' \ . �\ \\ \ NsuuTE 1\ 374' 37.0' 620', , \ gggf 6 " MH 10A MINIMUM COVER \ WYE-3+2] \ /� 1' COPPER SERVICE EKTEND RODS ON DEEP VALVES. \ \ \ \STORM R W.N. \ / \ \ /� I \ / /CURB STOP TTP. 1 ■ ■■ ■ ■ 1 903.5 \ \ 44g' \( - -I- -/- L_ �J L-� S- �• L a� MT�� �� ALL DISTURBED AREAS SHALL BE SEEDED l \ \ \ANT ee \ 4 _-\ / 501YQY�T�F7 /CII - - ALL DROP MANHOLES TO BE CONSTRUCTED AND MULCHED OR SODDED IMMEDIATELY i\\ \ WYE-2+8] \ \ 6{`T 44.4\\ \ MHya\ USING OUTSIDE DROPS. TO MINIMIZE EROSION ' 9O1 4 \ \\ 4 y\ �p ^ > \" a T la ALL UPlltt WORK SHALL BE IN µL CONNECTIONS TO EXISTING 8•-1 `°\\ 1 e a ACCORDANCE WITH THE C1TYS LATEST STRUCTURES MUST BE CORE DRILLED. W1E-2+031\\\\ +03 \ \ \ \ 1 L • - I STANDARD SPECIRCAOCNS AND • I 1 DETAIL PIATES. \\ 5 \\\ \) 9' 4' r i 1 U- WATER YPE Cl�PERS SHALL BE 9 WE +Q Bl8\\ - �- _ -- c- I ------� 8959 `-. `\ 6` \\ \ r�r g. Yp>) P . j �\ t-B, . VALVE �W e' c. v. e• qP PLUG \ ice• ow v Q =0+73 \\ \\ ;\ \ j• / C22 1/2° \ dFIND. EL-92 9 2 3 ■ ■ V 1 1 _ - 714'•5 �i �!' `,.9/s Opp\\\ 9083 \l ° s-Z�64i 9z1.1IWYE=1+n wYE�2+3o r------- 1 10' (M.) 5 \ \ 1 ------- I ` i� \\ \ r - 1 BSER- 2' RISER I 1 r r- 1TEE BETWEEN O �\--J L--- II 90x.9 \ r- 1 1 901.8 I 899.0 \ \ WYE-1+69 1 3 696DA v 2 v v 1 O ORANAGE '■[ 1Y i'8" G.V. 894.] WYE=1+11 ' C'/ \ \ EASEMEN \ \ 1 i] 1 C' `\\\ a7 \\ \\ /i CONTRACTOR SURSCNNLLE CpJS7RUCTION 4 \ \\ \ \ > \ RECORD OR4Wil O ARD A IDIMON \ iA' \ CONFORMING TO CONSMUC77OJ CORDS \ BY Jerrgd�wcCart-sDATE 03 20 2012 e I 4 • \\ �.. 050' too' 150' Mills Drive - 3rd A o nON FlNISHED CA GRADE FlNISHED CA GRADE935 SITS _CA SUSGRADE G/L SUBGRADE 94 - FINISHED C/L GRADE C/L SJBGRADE 910 9 P i�/I 94C 930 . COVER 905 i i 92 93E 925 /920 - 920 900 INSULATE BETWEEN } 93 STORM k W.M. 9 PJG 50 SDP SS 895 65.0 / 0 Pte'. 91 1�T _6' PVC SDR 35 O 9.4B1FQ49L 92 j\O MH-10 STA.8+93 STA.7+50 937.14 BE =993.99. . 21' RCP 936.27 RE =93632 923:70 IE-9%.41 0 890 IE=895.29 N TE BETWEEN 91 91 @ '98113 92 - MAINTAIN 18• MIN_ STORM k W.M. 925.0.3 4E -92G94 MH-7 SEPARATION STA.0+00 MH-9 RE =99?%90279 STA4+10 IE =68921 889.04 RE -__.._.921.89 91!905 885 IE-869 !A 889.01 IE =9169}909.49 90 MH-e IE =989119}909.41 STA.3+65 75'-8' PVC SDR 35.05.135 RE =91R:d3917d0 IE =996+2905.76 w IE=90692908.0L City Fro' • 10-x 900 0 1 2 3 4 5 6 7 8 -- 9 1.ted Revidon Date 06/21/13 mmloavononowc ne Preserve 091126/10 6i� 5 ov 18 at Bluff Creek Sanitary Sewer I ". WuerL Avlbel LM;IL ir�llrri���R�b�-�1 wI ""° ""•"'_ "_ ••'_•® ®• Prepa for.and Water Main "�$^' •�—• •— °_�- ®, Chanhassen Residential Development Partners, LLC 3rd, 4th, 5th w RIR :Wa' i-s1, R-- f Nr�PC;L-B- °mnsr..,.......�. One Corporate Center m, Suite 300 pE 6th Addition Construction P18IIS ]mitt Metro Blvd. Chanhamm MinnaoM YIIBbtnOOd .w..+n+=br� or wwo ue_tA. T�m vtrrr"`- N Edina. NiMemta 55439-2T02 hIBM Drive SerHces. Inc. 1 1 1 I I I I I II I r1V I I L(M.JI 8' PVC SAM RAVSERVICE - � /SERVICE (TW.)MHI-M II\-- 150 �\L-_--_-_1R --_-_---_-'2J----------_--_- -------"3 681 ADD1%1ON rB9S 18.0' BI -- OUTLOT A 17.5' RISERI 1+86 I 2 1 1 i 2 I I 3 4 K VAI ----------- I' COPPER SERVICE 4th ADDIT70N - 1/2° BEN ' TES I I 8' GV. AOO.JI W-11 I 8'-1111 1/4° BENZ I 1/ L_ .7 r 1-15111 i 8' PVC SAM RAVSERVICE - � /SERVICE (TW.)MHI-M II\-- 150 �\L-_--_-_1R --_-_---_-'2J----------_--_- -------"3 River Rock Drive N. (Private) 61h ADDROV i 6th ADDfMV 1 FINISHED CA GRADE 1 CA SUBGRAOE 1 1 I 196'-8' PVC C900 _ 2W'- ' 1 WATER MAIN ,AR. WN COVER 1 6th ADDITION - STA, 2+30 END WATERMAIN INSTALL PLUG 6N ADDITION STA 2+70 END SAN. SMR. INSTALL PLUG STUB IE -675.93 40'-8' 0900 (DR18) O 0. 1 O 0 40X 07-8' 0900 0 0.40% 1 I "• �an.l.arMa.lar. rnrrea ANn1�WSle e1 M.4m Tacna 1sWAera Westwood weaa.w� 1 1 1 L__- 1 1 1 1 I I 1 I I 6th ADDITION STA. 2+30 REMOVE PLUG k CONNECT TO IX. WATERMAIN MH -29 STA1+90 RE =905.08 I=89250 876.24 IE =876.14 1 -6th ADDITION 1 STA. 2+70 1 REMOVE PWG h CONNECT 1 TO. E2 SAN. SWR - 905 •/4 Degler -' 5 897.0 ( 11 WIE=0+291 W-� .. --_----160' RISER 885 6th ADUMN 5th ADDITION401 ----------- I' COPPER SERVICE 4th ADDIT70N 880 / RE =2887.50 w/CURB STOP (TW.) 875 A I HATER PVC C900 a'ln 1 1 - - -----; � P 7 C900 River Rock Drive N. (Private) 61h ADDROV i 6th ADDfMV 1 FINISHED CA GRADE 1 CA SUBGRAOE 1 1 I 196'-8' PVC C900 _ 2W'- ' 1 WATER MAIN ,AR. WN COVER 1 6th ADDITION - STA, 2+30 END WATERMAIN INSTALL PLUG 6N ADDITION STA 2+70 END SAN. SMR. INSTALL PLUG STUB IE -675.93 40'-8' 0900 (DR18) O 0. 1 O 0 40X 07-8' 0900 0 0.40% 1 I "• �an.l.arMa.lar. rnrrea ANn1�WSle e1 M.4m Tacna 1sWAera Westwood weaa.w� 1 1 1 L__- 1 1 1 1 I I 1 I I 6th ADDITION STA. 2+30 REMOVE PLUG k CONNECT TO IX. WATERMAIN MH -29 STA1+90 RE =905.08 I=89250 876.24 IE =876.14 1 -6th ADDITION 1 STA. 2+70 1 REMOVE PWG h CONNECT 1 TO. E2 SAN. SWR - 905 •/4 Cdl 48 Hmn 6ef re digging: GOPHER STATE ONE CALL Twin City Arm 651-45h0002 Mn. Tdl Free 1-800-252-1166 GENERAL NO XXILX DENOTES SANITARY SEVER SERVICE _ INVERT O END OF STUB L -_-_--_--J 1 L-_--� L J _ _ _ `4+4NN WYE=X+X% DENOTES SANITARY SEWER SERVICE WYE -----1 L_---- -, x9028, j_ 9 I 0� DOWN STREAM M.H.-I LOCATED ON FROM IfB2 -- 1 r 8963-, r9o02 WYE_D+98 X ks r - - l I 041.5 ,LV MG HYDRANTS. I ~ 4��W._y g_E��p•3� ���I WYE -1+01 1 +8] 1 1 2 I 1 1 IZt---. EXTEND RODS ON DEEP VALVES, L------- 1 \! _- - - --- �P I I I 1• SEANCE All DROP MANHOLES TO BE CONSTRUCTED 1 I 5 I I I 15C I w/ (TTP.) USING OUTSIDE DROPS Q 1 1 I 11 I 1 6' PNj 1 ARr ALL u11U1Y MORK SHALL BE IN n I 1 1 1 10' I I I (IVP.) I -' ACCORDANCE WITH THE CITY LATEST y�y I I (TTP•) I I I I STANDARD SPECIFICATIONS AND _ J - V - _ - - __ DETAIL PLATES. ---------J L L T f -J - _-J L __J f - ALL SANITARY SEANCES AND WYES SHALL BE 6' PVC SDR 26 1 _ ---- ALL WAIIRMAIN SHALL HAVE 7.5' MIN UM COVER -L_-L_ ALL DISTURBED AREAS SMALL BE SEEDED r- --.1 1 1 W-25 AND MULCHED OR SODDED IMMEDIATELY -HYD. I MH -S I I frXC I I TO MINIMIZE EROSION w/Aux. v$LVE I I W/AU_X. J �E I 1 e'-6' DIP I 12'-6 B' -1I V40 BEER14 ALL CONNECTIONS TO EXISTING - 8'.6' IEE 8'z8' 1/4° BEtlQ i m 1 1 5A I 10R W-17 i STRUCTURES MUST BE CORE DRILLED. CfiND. EL 895.8 I I 1 1 1 1GRIND j""1 I I i i 2 I 4 5 1 1 6 I II'' �'' ALL WATER SEANCES SHALL BE � 1' TWE K COPPER 8826 I 896] I X7.0 1 1 899.3 900.8 i l 9027 I V TRACER WIRE SHALL TERMINATE IN A WYE-0+45WYE�O+,1 1 WYE -0471 IWYE-11+31 WYE/+82� : SNAKE PIT TRACER WIRE BOX Degler Lane D' 50' 100' .. 885 6th ADUMN 5th ADDITION401 1 1 4th ADDIT70N 880 / RE =2887.50 1 1 875 IE =877.00 9' HATER PVC C900 a'ln Cdl 48 Hmn 6ef re digging: GOPHER STATE ONE CALL Twin City Arm 651-45h0002 Mn. Tdl Free 1-800-252-1166 GENERAL NO XXILX DENOTES SANITARY SEVER SERVICE _ INVERT O END OF STUB L -_-_--_--J 1 L-_--� L J _ _ _ `4+4NN WYE=X+X% DENOTES SANITARY SEWER SERVICE WYE -----1 L_---- -, x9028, j_ 9 I 0� DOWN STREAM M.H.-I LOCATED ON FROM IfB2 -- 1 r 8963-, r9o02 WYE_D+98 X ks r - - l I 041.5 ,LV MG HYDRANTS. I ~ 4��W._y g_E��p•3� ���I WYE -1+01 1 +8] 1 1 2 I 1 1 IZt---. EXTEND RODS ON DEEP VALVES, L------- 1 \! _- - - --- �P I I I 1• SEANCE All DROP MANHOLES TO BE CONSTRUCTED 1 I 5 I I I 15C I w/ (TTP.) USING OUTSIDE DROPS Q 1 1 I 11 I 1 6' PNj 1 ARr ALL u11U1Y MORK SHALL BE IN n I 1 1 1 10' I I I (IVP.) I -' ACCORDANCE WITH THE CITY LATEST y�y I I (TTP•) I I I I STANDARD SPECIFICATIONS AND _ J - V - _ - - __ DETAIL PLATES. ---------J L L T f -J - _-J L __J f - ALL SANITARY SEANCES AND WYES SHALL BE 6' PVC SDR 26 1 _ ---- ALL WAIIRMAIN SHALL HAVE 7.5' MIN UM COVER -L_-L_ ALL DISTURBED AREAS SMALL BE SEEDED r- --.1 1 1 W-25 AND MULCHED OR SODDED IMMEDIATELY -HYD. I MH -S I I frXC I I TO MINIMIZE EROSION w/Aux. v$LVE I I W/AU_X. J �E I 1 e'-6' DIP I 12'-6 B' -1I V40 BEER14 ALL CONNECTIONS TO EXISTING - 8'.6' IEE 8'z8' 1/4° BEtlQ i m 1 1 5A I 10R W-17 i STRUCTURES MUST BE CORE DRILLED. CfiND. EL 895.8 I I 1 1 1 1GRIND j""1 I I i i 2 I 4 5 1 1 6 I II'' �'' ALL WATER SEANCES SHALL BE � 1' TWE K COPPER 8826 I 896] I X7.0 1 1 899.3 900.8 i l 9027 I V TRACER WIRE SHALL TERMINATE IN A WYE-0+45WYE�O+,1 1 WYE -0471 IWYE-11+31 WYE/+82� : SNAKE PIT TRACER WIRE BOX rl..lr �,r Ma lr ��� yam. r.. P1ePar v�.rrwt�ey�lraon eiwr °�A �• ed for -"/�/1��•`p-• rte- °�m a,.. ®, Chanhassen Residential Development Partners, LLC tJJ }Iy.�IL d����:'•� "• "�•h"^ r.. One Corporate Curter m, Suite 300 Mmblbp P8 arena w w. 7300 Meed Blvd. ur 06/21M tit, IM aim �� EWim, Afitule4d4 5%39-2302 1oi.1orwTr°4owo .t. l he Preserve 05/26/1 s 6 DP 18 at Bluff Creek Sanitary Sewer 3rd, 4th, 5th and Water Main I & 6th Additions Construction Plans CIuMAeem Afinveeoh Riv Rork Th. N. (Private) oegler IAne Degler Lane D' 50' 100' .. FINISHED CA -GRADE CA SUBGRADE: 6th ADUMN 5th ADDITION401 1 1 4th ADDIT70N / STA. VE PLUG PLUG t CONNECT 1 1 9' HATER PVC C900 TO IX. WATERNAW ./8' G.V. TO WATER MAIN 7.5' MIN. R 8 P C900 / i 1 WATER MAIN WATER 7.5' NTN. COVER / A0 35 � PJG SOW I Al 20'-8' DIP CL 52 O 4.055 '35 Sr P 95x \05' O 2 MH -25 MH -24 STA.4+25 STA.3+20 RE =913.811 RE 910.61 IE =901.81 IE -898.71 191 1 1 1 11IOU STA; {4040 ENO WATERMAIN INSTAl1 PLUG 1 IE =898.61 1 1 1 I 1 1 8. MN -23 MH -22 94-8 0900 (DRt B) STA.1+34 STA.0+40 O O.Q% RE -903.97 RE =897.94 IE 3891.08 E 7.77 IEE .814.19 IE -874.67 1 I 1 Cl 1'T(1 • 1{I•XXI a n t 9 3 4 5 latl!BL Rrvi9ioa Date 06/21/ rl..lr �,r Ma lr ��� yam. r.. P1ePar v�.rrwt�ey�lraon eiwr °�A �• ed for -"/�/1��•`p-• rte- °�m a,.. ®, Chanhassen Residential Development Partners, LLC tJJ }Iy.�IL d����:'•� "• "�•h"^ r.. One Corporate Curter m, Suite 300 Mmblbp P8 arena w w. 7300 Meed Blvd. ur 06/21M tit, IM aim �� EWim, Afitule4d4 5%39-2302 1oi.1orwTr°4owo .t. l he Preserve 05/26/1 s 6 DP 18 at Bluff Creek Sanitary Sewer 3rd, 4th, 5th and Water Main I & 6th Additions Construction Plans CIuMAeem Afinveeoh Riv Rork Th. N. (Private) oegler IAne i rv10 wadooa rmtea�Mal Services. Inc. .......... OpOOpletO02pee■.U4 _ _ PrbW lax• M ADD/IION ---- _-- 1 I 4 I IHYD w/AUx VALVE T L- l i 895.2 !, J. i 3 i I II O i i 908.8 WYE�4+35 WYE -2+95 $ 4 WYE -0+56 1 GSD 40 10'� I 11_^ 1 ® I rwYE�� -JL- JL__-____-_ TARP l DREA ORET a URItt L`_.--- L --------- L�.' --J IL- --_� ----------- 8-111/4°BENDI I _ol r_____-___ ,Te DRANAGE k UTILITY *1-11 1/4° BEND 1 $ J 2 EASEMENT 1 I I Ytt1/4'eElD __ ______-U 8--n1/4°BEI 9 TEE 4V 6' PLUG SNI. SNR. 5708 MH -38 WATER MAIN STAB r/ 8' G.V. River Rock Drive South 5th ADD/TION RNISHED C/L GRADE C/L SUBGRADE I I 481'-8' PVC C90O WATER MAIN 7.5 MIN. COYER II II \ II II II \ II � II \ 41 I II II II II II li li li II II EX. MH STA .0+00 RE -90386 II HID' -8' 0900 (DRIB) 145-8' PVC SDR 26 00408 IE N-889.71 11 112'-B' 0900 (DRIB) O 0.40x IE E-882.91 O 040x IE S-863.68 I/�1- .-------- MH -36 MH -37 MH -38 IE W-863.56 1L----------- MH -34 STA.3+00 STA4+OO STA.5+4 MH -33 S7A.2+28.1 'EX. 115'-8' PVC O 0.408 S7A.1+15 RE =902.37 RE =897.60 RE -890.94 RE -BBE STUB RE =905.24 OR OP IE=BBB.52 IE -865.18 IE =865.68 IE. -866. IE -864.14 IE =864.24 IE =864.79 IE =865.08 IE =865.58 IE -866. \ MH -34 t .......... OpOOpletO02pee■.U4 _ _ PrbW lax• M ADD/IION mrvm a.+.� r,�,,, a,,... _-- .W1b os ale I IHYD w/AUx VALVE T L- l i 895.2 !, � 897.0 ; WYE�1r15 i 3 i I II O i i 908.8 WYE�4+35 WYE -2+95 WYE -0+56 1 GSD 40 10'� I 11_^ 1 ® I rwYE�� w1Y1yrrE 6' Ts NJ TARP l DREA ORET a URItt L`_.--- L -1f L�.' --J IL- --_� t ( ( 2�. 1 PrbW lax• Pr°�Pe1w�f�°cL���� n Residential Development Partners, LLC One Cnrpoate Ccnty IT, Suite 300 7" Metro Blvd. Edina, Minnesota 554592302 mrvm a.+.� r,�,,, a,,... ,.M. rar a .W1b os ale I IHYD w/AUx VALVE T L- l r --� NYC II 91-8' 8' -go, KW 1 GSD 40 Irl. REDUCER I' COPPER SERVICE GRND. 6 I 11_^ 1 ® I rwYE�� I I 8926 I �! w/CURB STOP (TM.) OUTLOT M 12 III ' L____ L____� jeurissen Lane 5th ADDMON rwre. An ae..xr ew alu rAx al.umss [ouwe t4twn+Ix 9Yeatwood ..m.m.- �.xrA.wwt�.y �tamr rrrxrxx WAr� � Prude1K RyaP8' . 06/21/13 „max. IM a°M� PrbW lax• Pr°�Pe1w�f�°cL���� n Residential Development Partners, LLC One Cnrpoate Ccnty IT, Suite 300 7" Metro Blvd. Edina, Minnesota 554592302 mrvm a.+.� r,�,,, a,,... ,.M. rar a .W1b os ale yam„• W 86'-8' PVC C900 TATER MAIN .5' MM.-0OVER 1-35 A:+00 917.82 -905.82 Cnll 48 Hwa before digging. GOPHER STATE ONE CALL Twm City Ara 651-454-0002 Mn. Toll Fres 1 -BOO -252-1166 GFNERAL NOTES, DENOTES SANITARY SEWER SERVICE INVERT O ENO OF STUB NTE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS- ALL ROPSALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CIMS LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6' PVC SDR 26 ALL WATERMAIN SHALL HAYS 7.5' MINIMUM COWR ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISRNG STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SKAIL BE 1' TYPE K COPPER �+ TRACER HIRE SHALL TERMINATE IN SNAKE PIT TRACER WIRE BOXES The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions 0 50' 100' 150 City Project # 10-* 885 Latest ReTriroon Date 06/21M znwl+lo a2u1Fa5ow: n.r. 05/26/10 56xa 7 oP 18 Sanitary Sewer and Water Main Construction Plans River Rork Drive B k J..,W n Iwne Rear Yazd Sanitary Sewer Connection 4th ADDITION 6th ADDITION I 1 1 FINISHED CRADE EXISTING GRADE 1 I 1 / � 1 1 � . NH ADDITION 1 STA. 0+11 1 1 "21' RCP. � e�G —.. _._ �... 110'-8' PVC SDR 26 MH -1 9 `-20'-8' DIP CL 52 O (14 1000 r/ PROTECTO 401 RE =B RE =881.00 DROP IE=87052 IE =859.96 • 855 NNYIZY urtarsN arae 6 r� r eae r4r lOLlr r+ewets VileStwood ro.a...`.e. 25 O IE —872 75. �1 E =872.85 [(L 13'-8' PVC SDR 26 00405 144'—B PVC SDR 26 O 6th ADDITION IAN_21 STA. 0+13 RE 887 00 REMOVE PLUG a CONNECT IE =873.61 TO EX. SAN, SWR. IE =673.51 MH -22 STAG+40 RE =897.94 IE =874.29 IE =874.19 ter, ryrrtr�e�ey�.e �e.� rYr Ppared for re r.e.rrrt�.4Swtv�tu. t.. era Chanhassen Residential Development Partners, LLC Oy t ma oe One Corporate Center m. Suite 300 Pestle 0. top Z8 ernent a w v trr w... 7300 Meeo BW& tee. 06/21MM. r V716Edina, MimnNa 551.39-23()2 Call 48 Hours before Gigging: GOPHER STATE ONE CALL Trin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: %IOLX DENOTES SANITARY SEWER SERVICE INVERT O END OF SNB DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS ALL UTILITY WORK SHALL BE IN ACCMDANCE WITH THE CIMS LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES, ALL SANITARY SERVICES AND WYES SHALL BE 6' PVC SIM 26 ALL WATFRMAIN SHALL HAVE 7.5' MINIMUM COWR ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1' TYPE N COPPER TRACER %RE SHALL TERMINATE IN SNAKE PIT TRACER WIRE BOXES X 0' 50' 100' 150' The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Qunheeeen. MireeoM 2010Tw.* eDWG 05/26/10 fi 8 W 18 Sanitary Sewer and Water Main Construction Plans Rear YW San. Sw .. Conaec+loe / 144'—B PVC SDR 26 O 6th ADDITION IAN_21 STA. 0+13 RE 887 00 REMOVE PLUG a CONNECT IE =873.61 TO EX. SAN, SWR. IE =673.51 MH -22 STAG+40 RE =897.94 IE =874.29 IE =874.19 ter, ryrrtr�e�ey�.e �e.� rYr Ppared for re r.e.rrrt�.4Swtv�tu. t.. era Chanhassen Residential Development Partners, LLC Oy t ma oe One Corporate Center m. Suite 300 Pestle 0. top Z8 ernent a w v trr w... 7300 Meeo BW& tee. 06/21MM. r V716Edina, MimnNa 551.39-23()2 Call 48 Hours before Gigging: GOPHER STATE ONE CALL Trin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: %IOLX DENOTES SANITARY SEWER SERVICE INVERT O END OF SNB DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS ALL UTILITY WORK SHALL BE IN ACCMDANCE WITH THE CIMS LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES, ALL SANITARY SERVICES AND WYES SHALL BE 6' PVC SIM 26 ALL WATFRMAIN SHALL HAVE 7.5' MINIMUM COWR ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1' TYPE N COPPER TRACER %RE SHALL TERMINATE IN SNAKE PIT TRACER WIRE BOXES X 0' 50' 100' 150' The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Qunheeeen. MireeoM 2010Tw.* eDWG 05/26/10 fi 8 W 18 Sanitary Sewer and Water Main Construction Plans Rear YW San. Sw .. Conaec+loe c2010 Westeooa Professional series. Inc. Cal 48 Hcun Ce(cre Egging: GOPHER STATE ONE CALL Twin City Area 651-154-0002 Mn. TNI Free 1-800-252-1166 NRI NO X%XX DENOTES SANITARY SEWER SERVCE INVERT O END OF STUB DENOTES SANITARY SEWER SERVCE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. I -__-_ EXTEND R0o5 ON DEEP VALVES. - C.S.A.H. NO. l8 ALL USINGROUTSIDE OP DROPS. BE CONSTRUCTED dd.."� iLymen 011'dJ - t ;- _ - - ---- ALL UTIUW WORK SHALL BE IN - ACCORDANCE WITH THE CITYS LATEST STANDARD SPECIFICATIONS AND -- 1_-__-_--- ----- DETAIL PLATES - - -- - - - _ _ _ _ _ - _ —r--------------- 18• DIP PLUG ALL SANITARY AND WYES I , 1 s 1B'x8'TEE VC SOBS SHALL BE 6' PK SOR 2fi - E I 1 I 1 1 1 �� HAVE 9.5' h- �I I � �~ I��1��1�-1 I 1 MINIMUM LOVER - I I aFUFF�uu uu�uue• 18' BUTTERFLY 1 1 II I VALVE F�I�m`ul ADDMON 6th A Hw_ I ALL DISTURBED AREA�D IMMEDIAS SHAUL BE TELY O 'I II CON _ IVIS W/AUX VALVE I AND MULCHED OR TO MINIMIZE EROSION _ _� - __I_ I _ DB' WATER MAIN « un E----1 I r----I 7'-6' DIP 18'x6' TEE GRND. EL. -B85.5 ALL CONNECTIONS TOE STRUCTURES MUST BE CORE DRILLED . jSSOS� IIl 18• BUTTERFLY SEE 6 VALVE f MEET IcI -J L I I 3 I I 4 1 I 5O T A j �'/O/ 6 v ALL LL WATER SERVCES SHABE 1' TYPE K COPPER II , W/LFI +1J j I I I __ - W 5B I I I I I I 6B:! I D J JI I , , 5A ( I I Water Main .• Connection i 0 50 1W' 190' L Ern ADDMON 890 _ 9 I ". Wde.e N.r.,uI LMy We 3131Nf.Y .rl�l.s11. sr� Bt,.aMe w rxa +ssrzlxa YYastwood E%. 18' DIP FINISHED GRADE EXISTING GRADE 6th ADDITION 8' DIP CL 51 WATER WATER MAIN -- -- 7.5' MIN, COVER y 5 6_ 8 9 rMar e.4 �rw..n�b�.r� prtpered v �+r rr�.Ay�a�_Faon W� nu1�A Ima Ior '�-��1—'��- ^m•�°aa— m. ,®. Chanhassen Residential Development Partners, LLC ONOOne Corporate Cense: D3, Swte 3110 tiwL Nr/PH 9300 Metra Blvd o. 06/23/131� IM �/moo•••• ••r Fai„a. Minnnota 55+»a302 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions z0i010 nc" r. O.rc 05/26/10 6 9 oP 18 Sanitary Sewer and Water Main Construction Plans water Main Connection a -2010 Weetesad Profeaion9l Services. Inc. Coll 48 Hours before digging: GOPHER STATE ONE CALL ---------- ADD0N DEXISTING Twin City�rea651-47.0 ---------DMN dADDMON 2nd ADDITION TlF1 52-1166 NOTE: �I -- - GENERAL NOTES: COMPACTION TS IN51 CB -84 1 I I I I 1 - YARD AREAS SHALL MEET 6 CS CB -85 I I �O1 RADIUS TO BE 8618 C. & G CAI -LED FON DER STREET 0 1 1 L KITH 10' TRANSTICN FROM CA SURMOUNTABLE CURB 1 5 6 I I CB4H-2131 2 I r� . DENOTES GIJTIERLINE ELEVATION W i 7 8 9 10 1 2 1 1 3 1 1 4 1 2 3, AT INTERSECTIONS 11 I I I m 1 1 1 1 ALL RCP SHALL BE CLASS 5 IN I SLn ADDITION I I k N TALL I CB -214 l ROADWAY O 3rd AMM I I MIN. 9" CLASS 5 UNDER C S G 5' CONCRETE \ SU NTABLE BTA 14+95 IBARPoCAOEB 1 4 9DETVAIR Typ.) \ t'_ j g C 4 WTIER 1 1 1 BEGIN SIREETI I ADJUST G.V 5T'l 13#8 HOLES TO BE PRE -WT IN ALL 1 -- W-B'BEGIN S 4 `-_ _ - ___-621 CBNH 6� GON$TRZC11011 m IiTYP WNSTRUC 1 STORM 5TRITGTZRES THAT HAVE - - _ ------' - L ___ a __ DRAINTILE INLETS. -_ L____J 751-75 L - J n -J L .J r - _ -_--- INLET SEDIMENT FILTERS SHALL 7 _83 -4, I BE INSTALLED IMMEWAHEY AFTER I _ - �_ _ @ • ''Foq yn _ 1 BE MIS CCUPAWED N THEY SHALL, I 3 I / STIN-80 N �- 41 DBMH-82 g rl - - �- i `��\ 1 BE MAINTAINED UNTIL THE SITE HAS & INSTALL 91 :sl S.1 s_ 1 BEEN STABILIZED AND THEN SHALL 1 §INSTALL S q . q'1'I' h BE TEMO. 5 PER CITY DETAIL BARRICADES �� ~� _ � PLATE N0. 5302 •• l r 611 �DpTN]N I ----� I 5N ADDITION 'u tr / In SIGNAGE TO BE FURNISHED AND rAD.AIST Y. F_________ / INSTAL1ID BY tltt. I S It]+85 I n '' l _ 1 I N STREET I I _ OONSTRUCIIpI CBNH-8� 11TYPJ f I 157 95 1 T- t �� ,\�� 55.90 - 1055.90 2 4 CTION I PEED. RAMP I I 20') FND 882EET 1 1 er ALL DISTURBED AREAS SHALL BE I 1 1 1(TYPJ 1 `\�\ SEEDED AND MULCHED M41H IN _ w DRAINAGt A UTILITY I I CONSTRUCTION I 1 L --------- I- 1 1 I I �T - -'CMH-811 I I EASEM 1 1 1 1 1 `r ' 1 48 HOURS TO MINIMIZE EROSION I / A{ m_Y1 I I I I I I L---------'� I 1 1 r� \ p- - --- -L CBLgh]9 I i 4 I -'�I. 1 I 1 2 I I 3 I I A 1-----------I 1 2 NIL I � \ Ail RDANCWORK sHE TYSN-&TEST II`- B ) w 1 1 1 I 1 I I I I I ai I q 1 I 4 I I ar STANDARDACCORDANCE SPECIRCARON AND DETAIL 2 1 I 1 1 11 11 V 3 j I '�. . ``' PLATES, SEE SHEET 11 412. p i L_________ ICI J L __- J 1 I 1 1 I 1 1 1 I I r 1 I m 1 I 1 1 J I--__ �HHHM___� L__- 15 I r________ 1 j • \� CASTING NOTE: L____J I- --J 1 1 / /`� ______, L� 1 2 /i H j ALL CATCH BA51N CASTINGS IN D 2 I r -__ _--__ nl I 1 ,/ / //e� MANHOLE STINGS IN5PAMEDT AND / SHALL BE SUMPED 0.05 FEET. RIM --, 4 , / / ELEVATIONS ON PLAN PROFILES 1 / / 2 / RE CT THE SUMPED ELEVATIONS. River Rock Drive North 0' N' 'N' o m -- r o m N P N m N P on T T m I m P 0 P: n 1 m N P o' P P P N N P. P 8 m o _ m e m I � � r �. P �d m 1 R 5: � ., n �. 920 6th ADDMON 5th ADDIT701V AMMON EXISTING 2nd ADD/WN 945 d > 1 F 05' 4C 1 I rsg' w< n w i I 1 z9a vc 915 L.P. ELEV = 905.90 1 / FlNISHED CA GRADE I 1 O m n o : LP. STA = 20+]9.80 1 /.... CA SUSGRADE t 1 "' m L.P. EI -EV = 927.29 940 nNISHED C/L GRADE ± PN STA = 19+70 1 1 N m 1.P. STA = 9+80.4] nm X11. PN STA = 10+00 C/L SUBGRADE "' PN ELEV = 904.67 / ' STAHI+}6. 13' n m 1 1 A w + n PN n V- '924.50 mw A A. AO - 7.97 / 1 RE =920 64 ry 1 1 + m 910 i w K= 36.40 1 IE =914.29 n 1 1 > "' K= 37.22 A A 935 / 1 +. VC = 290.00' >> 1 u 1 i' 1 ear O. 75 / 1 1 M.P. ELEV s 937.28 ; 905 1 / 1 I HP. STA = 13+75.66 930 ceMH-82 D'� 1 CBMH-8STXIB+88 1 / I 1 PN STA-- 14 25 O j' RE -91034 1 / 1 1 PN ELEV 947.82 PJG 50B IE -906.3411.31 A K 36-69 \ 166,15 / I VO a 415 DO' 900 925 i STM 28+53 5 17.5 L 4 P61% AADCETION S 0- } RE =906.00 1 M=901.25 895 / CBMH-6 CBMH-63 CB -65 920 RE -1 73 RE =924.70 5 O 10016 RE 9184.84 CBIAH-64 IE =920.30 122-15" Rep CL CB ' L IE 9-- J REA�'2484 89G CBMH-82 RE =912.24 ---'--- IE =919.41 CB -el S1pH-80 1E =90924 II 91$ RE =9 5.4 17 5 tr - - - CBMH-83 64:.15' RCP. CL 5. O 6.505_. 149'-15' RCP CL 5 O 0.603 RE =905 40 - RE -9+58 IE =901 40 31'-t5' RCP CL 5.0 0.505. RE =912.04 26'-15' RCP Cl. 5 O 3.893 PRC 4 IE -90802 40•._15' RCP CL 5 • 4205 PRO 2 885 6& ACity Project i 10-xx 910 DDITION _ 22 21 20 19 18 17 16 15 14 13 12 11 10 9 L tat Revimon Date 06/21/13 ]mmo.ssam.D. The Preserve D-te 05/26/10 � 10 OF 18 ". .44.ee1nvl�wlY4etHc rl-aImA.YYj.�e.�F�..Y�, m at Bluff Creek Storm Sewer I v11u4 rem ae.A.aw`wr�.ryA�AAevaavr "rte vrs+ a®a Prepared for ���-sllr e®-� �.--•r.--. „�.�Q A._ 3rd 4th 5th 4754 street ,m a M� y ®. Chanhassen Residential Development Partners, LLC e...e One Corporate Center m, Suite 300 & 6th Additions Construction Plans Westwood mu �^ srm 1Ar 06/21/75 PQM-ynfi FAina,7Minneen4e BIvB� Chanh., Minneente River Rork Drive North 020% Westwood Professionm Services. Inc. R No �\ Call 48 Hour before Egging: TEMPOR 3 GOPHER STATE ONE CALL NRNAR ��~ Ten City Area 651-454-0002 Mn. Tdl Free 1-800-252-1166 << SNH-62 CBM\/ �51H-61 2 �GENERAL NOTES: ♦♦ w�a s \ I \ %\\ \\ // I / ' I BEGIN STREET RADIUS TO BE B618 C. & G. `♦ 'as �/ I / I - 8 CONSTRUCTION WITH 10' TRANSICUR FROM \\\l ST x•9+45 \) j `\ \V / 11 , r-_- ♦ WRMWNTABIE CURB STREET,/ 2 CBMH-122C�_�_ �♦♦ . DENOTES WTIERUNE ELEVATION X/ / ' ` ♦I \ /Y� // 2 \ / J 1tl01 /6 / 4 ♦♦ AT INTERSECTIONS ♦♦I All RCP SHALL BE CLASS 5 IN ROADWAY % \\ PED. < i // \ % s1 t`_�_ �I MIN. 9' CLASS 5 UNDER C h G / ` _ \ \(7�J •� \`/4a'AoolnoN'�,/ �FE\5-221 i i �°f r\,v 1eas / -�� HOLESTsOiaucrvrvREsn THATHAVE ALL p VA,4 \ \ \ END STREET \ s 3 I DRAINTILE INLETS. CONSTRUCT // \ l / 2 / 1 1 l 41 8 !_ $URYOIl1/TALaE I WIRE INLET SEDIMENT FILTERS YAf` ESHALL R \ / , �� I I I I 4 Y a QIT7ER/ BE INSTALLED IMMEDIATELY AFIER / \ N- I / I I 3 I l I / t I / �- 5 !��__ �____ JI CURB IS COMPLETE. THEY STE H v I I I /' 57TH-203 BE MAINTAINED UNTIL THE 9TE HAS 4 / l l (DRAINAGE d Ul►11Y/ I 1 BEEN STABILIZED AND THEN SHALL / � G 1 EASEMENT / �/ 2 '' I BE REMOVED. PER CITY DETAIL \\ \ y 1 / L N / / PLATE NO. 5302 \ \ 20• R (iTP.) \ ADJUST GV. 1 I /HOLE 1 _CB�ByI I 1 / 6 // /\\ I ALL SIGNAGE TO BE FURNISHED AND 2 \; \ / ♦ \(IYPJ / I 6 / /CdIPAD 6FdtTs 4+� l_;.v 7 / . / \ \ 1 YARD SMALL MEET 66, _� / % \ \ / / INSTALLED BY CITY. \\ \ \ ♦ 1 I / I CALLED UNDER BIR / 4' DRMNTI E\ \ 55.90 - 1055.90 \ \ I41090a f / I 1 \ \\ ♦ CBIW-57 1 I / / 5 I \ \\ P r9•3 // / 1�\ „ \SE\ DEA/ ALL DISTURBED AREAS SHALL B E 2I/ 4 I SEEDEDAND MULCHED WITH IN I 48 HOURS TO MINIMIZE EROSVDN \ w -5 4- I 4' DRAINTILE 2 / I • j / /1410/01 iV \ \\ / ALL UTILItt WORK SHALL BE IN ACCORDANCE WITH THE CIMS LATEST / 1Ap,lUST yLK I }TA A2-21 / a •\\\\ \ V STANDARD SPECIFICATION AND DETAIL STR \I0\) PLATES. SEE SHET11 & 12. 6BMH-53 CONSTRUCTION/ 9' \ \ !•U. s �J L` I 1 \; \ i , CASTING NOTE: CB-58\-- _ 3 _ `��/ / - f1BY1� �\ \ `♦ ALL CATCH BASIN CASTINGS IN CUM AND _ s ¢ ♦ / \ \ SHALL B CASTINGS OINSPAYED T AREAS / �+ I ;' (-__ , s Yd IOPntA. \\ 9: EEI.EVATBONSWON�RANOPRO�FIITE.SRIM '\ 5 \ \ 6 / • $ B• CONCREIF I 1 �. \ STA 2+21 \\ \ / REYlECT THE SUMPED ELEVATIONS. \ \ • / SIDEWALK( .� / rq r�___ . \ \END STREET \ .. I'-. �,� \\ pSrtsSTmcnaN > / 2 / Lro /r---�T � \\ � 8� cavnracroR•BuascHwlE consnwcnav 1 i W 3 1 is ! I `t'1 \. \ / / `/' aFORWINC I CONS°TR cnON l I %Y l / l / 1 �\ BY Jp .d��rs:Car OA7E 02 15 13 1 6T1 Degler Circle ``-J 1 ' \`', 0 50 1DO 150' n n h n n o m m m m ml m m m m m m o a m m m 1 m m m m o m m m m to m 930 5th ADDITION 1 n "F - PM STA = 6+50 m m 1 0 1 m c PN SfA =_7+50 PW ELEV = 908.50 4th ADDII/ON 1 3rd ADDl170N 0 v+ lw K ei'nPN ELEV - 912.2] A.D. = 2.2] 1 H.P. ELEV 921.94 -m FlNISHED C GRADE 1 a m 1 H.P. STA - 9+60:53 m+ A.D. = 11 K = 39.65 CA SUBGRADE I OT Ir K= 38.11 gp'pc PN STA = 9+25 p1 0 r 1 PH ELEV = 92100 we ,^a n PVI STA - 3+50 1 LP- ELEV = 902.62 H. P: EJPV = 903.10 925 m m + 1 A.D. _ -8.13 via tlo m PVI ELEV = 904.00 1 L.P. STA = 1+40.05 H.P. STA+ 0+27.54 1 p 5tH AOOIDON o: m i K - 1].21 ro m m+ m + A.D. Pv1 STA = 1+45 PN BTA = 0+25 w r STA 9+55 W II - p '° = 0']5 1 PN ELEV = 902.47 PM ELEV - 903.19 u m CONNECT TO vi a 1 m m Y II i n P a K= 119.42 I AD 1.34 A.D. - -1.35 E%. ST. SNR. w Y - w'; 5 m K I K= 66.93 T E VC 5 S 1 o via '•' a Y I we LOW PUNT ELEV = 902.71 920 u o. 1 via \ > e n m 1 _ oo LOW PONT STA - 9+52.63 910 1 6j'� vi a vi n 0 1 m ry o 0 0 ^ 0 �n m PN ELEv = 90L84 mm 0 0 q 'a 0 0 1 \S O ¢S'- w p Y 1 Y p± a , o ro �. A.D. _ ].04 1 ]0 tq9 RCP H_5J Ze IS' Lsaz > I Y > 915 I \ TA.]+}] �h3yR W m vi n 1 ' S w w U 'A w• K =36.91 RE 911.. CBMH-56 `�+F' 1 w ra vi i w 2 vi n m m j. 905 SWH 62.. \ E =981969071!10 STAG+82 � 1 i -OJS PROFILE 1 / / STA 10+8] 11' R 10]'- RE. =920.64 CBMH-fit O 0.358 CL 5 1 CBMH-59 p \ RE -98938909.2 S9 - IE =914.29 STA.10+fit 1 STA.8+85 IE -9B&4T 905.43 159'�� RCP CBMH-5} _ 1 i 910 E -91120 I E=9 1& 8 ,}.R 1 CBMH-54 IS 01.� REA5+5 �06.� _ - _ 1 B-202 - 900 I. CR i TA 6+16 3 IE -%25490231 - _ 1 4 RE =982-4 7.48 HS-18 RCP- - ZOE tb ADDITION IE =99314 28 CBMH-218 E=89814-897. 25-15' RCP CL 5 O 0.355 1 STA. 9+55 iTA.2+76 99 66'- 1 END ST SWR. I RE=oo2sg80486 1 i CO 5150 RCp X21 SR 266-15" RCP ]905 IIE5913.83LUG I..... Eb &4289fl43 {I ;'v203;MH-215 O. 0.2.9901.15PROF1LFi 161,STA.1+40 .....CBMH-215LM.H-" 4th ADDmON I CBMH 216 [.E �99F9W021, SE MG EA. P+55 0229STMH 0313 9PROFILE ZS 9- 58 STA1+73 jE=0W3389 .3E =O!S! 9583=99?2i902B3_ IE =896418 896.87 Co4th ADDnTON CBMH-5) RE 99040- 218 R CBMH-132A CB-604A.J+A RE =9T8 14.59 RE =9FI-34110 .14 CB 219 I_E =g9Eig 39 CL 510• R9•H1FQ24i IE =fes L� "iBjV' REA1+5 �890IE -91498914.56 IE =99id4907.14 _ IE �9:s5t-220 125'- PROFILE' 1 CB-55 REA 2+]6 M'2CL 510 R6:AIF0.In CBMH-201;g9Br4:.�0.19 FES-221 O _ CBMn-59 4th AD� 2i. to RCP CL 5Tom,-1RCp CL 5 019 ' IEE- 1 IE B989B 898.81 CBMH-218 YT �s CBMH-215A CB-21] STA0+53 9._._. 913.76 IE =9132491&61 PROFII+E 9 PROFILE L STA.1+40 Ic =�e�7.30111/ Ci 1(Ync 0 33"-12• RCP: CL 5 O p VRY 15 RCP CL 5 23'-15• RCP RE 895 0.485 ...4th ADDm0N hh. ADDCRON 1.410^698 C:. 5 O IE = 0D IE ` 289466 2 ti - 5 11 10 9 8 -- - 7 6 5 4 3 2PROFII.E 16A 1 0 1 Latest Beirisioa Date 106sTI/2= 3rd ADMON The Preserve TTS osiuno 61 n DP TB at Bluff Creek storm sewer I upnermu r�a..r�: .'r�_rYm�ra Y0'� Irr4 reM[ PreCh toe "~""'��"' I "'�-�- I m�•„W,m.�^..• m^•^•---- o,,,. ,®. I n Residential Development Partners, LLC 3rd, 4th, 5th and Street m, Chanhassen rnx rsi.auss L// 11- mron'ng•ws cWe One Corponte Cmta a Suite 300 & 6th Additions COIIStIIlCtlon Plans w iavr.sso IhYeEY D. 1(ys A P8 mMP2 cn]300 Metro Blvd Westwood .awmbc� to 06/2LU ppe• Iv 1TA6 ems OSY w/a.• FAiru, Minneaote 5509-2302 Cbavlurm, A11[IeMatB D.41 tlpde weet.00d Wri 0 E =0%fiB E 99571 E -69551 W -90Z83 O E=846.8797 }4842 E=80578 E-89169 CB -206 908.52 RE =948.69. 904.441E =99468 I ". 11w�e..r Aarwl3..3�4e 3rxArrsr a1e.I�Mxslrs s1.>•H43e 39une 1468151M Westwood ...w.Asm. Mills Drive Y (� S m' c -4 RCP CL. 5 O - ^fp CB -209Cl.D. /yA9 PN STA = 1+20 E- 92&.49linn 2'H51iZ„ PN ELEV = 905+72:. 0 STMH-71 A.D. 1.62: CBMH-204 STA=2 STA.0+11 CBMH-206 \5 K. - 55.66 - FINISHED CA GRADE f i Tj3' CBMH'.203A , _ _WW-- o CA SUBGRADE IE=919,Rz IE � 931.17 26'-15' RCP O A9 .CBMH-204 CBMH-205: 50 RCP 0.- m m 235% CL 5 0 0.56% e STA.D 26 y I CBMH-211 ry 6p=' _ STA 5+95 CB -81 e 23'-15 RCP CL 5 ;REBAIA JE 926.37 STA:.20+63 R931.07 EA. ]43F�i64935.T7... 0 g CBMn-93 RE -905.40 =93H3& 34'-15' RCP CL 5 IE -901.40 IE 931.31 QC RG �5 r � 1 0.54% `11 CB -212 cBIJH-zn RE^2971 6 931.2] PROFILE 5 CBMH-210 IE =924.36 927.12 3rd ADDITION STA.4+J3 RE =9234692349 / h IE =9+94&91&98 \`62'-15' / 56 E =0%fiB E 99571 E -69551 W -90Z83 O E=846.8797 }4842 E=80578 E-89169 CB -206 908.52 RE =948.69. 904.441E =99468 I ". 11w�e..r Aarwl3..3�4e 3rxArrsr a1e.I�Mxslrs s1.>•H43e 39une 1468151M Westwood ...w.Asm. Mills Drive Y (� S m' c -4 RCP CL. 5 O - ^fp CB -209Cl.D. /yA9 E- 92&.49linn 2'H51iZ„ i 0 STMH-71 k CBMH-204 STA=2 STA.0+11 CBMH-206 \5 RE-BBs4. GTA.D+11 RE=9B2d4 f i Tj3' CBMH'.203A , _ E =0%fiB E 99571 E -69551 W -90Z83 O E=846.8797 }4842 E=80578 E-89169 CB -206 908.52 RE =948.69. 904.441E =99468 I ". 11w�e..r Aarwl3..3�4e 3rxArrsr a1e.I�Mxslrs s1.>•H43e 39une 1468151M Westwood ...w.Asm. Mills Drive Y (� S m' c -4 RCP CL. 5 O - ^fp CB -209Cl.D. E- 92&.49linn 2'H51iZ„ 510 LE IE =91964 919.01 STMH-71 BMH2 STA.0+11 12' R PROFILE 7 CBMH-206 RE =904+70 IE =09279 3rd ADDITION STA.4+15 f i STA.0+26 RE 91982 15-15' RCP JRE =90134 IE=919,Rz IE � 931.17 26'-15' RCP CL. 5 O 3954 4.% A9 .CBMH-204 CBMH-205: 50 RCP 0.- STA2+10 � 26'-15' RCP Cl- 5 0 9.594 235% N m n 3rd ADDITION frA 9=6 .49.93 5. 225+ E= 546 h u I I ADJUST G.V. 1 (TYP.) I _ I rG I TURNAROUND J/ rE DETAIL SHEE ) 2 STMH-J1 �--------, Riv n o m w m 940 9 ------ ---- ------------- - PED. RAYS 7,ql)RM 2 IT1R) z 6BTUtt 4. 2 13 IIMJ _FM ADRIF CON FTE SIMMS L 20' R. (TYP.) r - ' 45 I I H9GP98 n p.A \ I r - I I 2 90EWAIX ( \ ive N. (Private) o m & :.Bier Call 48 Hours before digging: GOPHER STATE ONE CALL Tern City Arm 651-454-0002 Mn, Toll Free 1-800-252-1166 GENERAL NOTES: RADIUS TO BE B618 C. k G. MTH 10" TRANSITION FROM SURMOUNTABLE CURB + DENOTES GUTTERUNE ELEVATION AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 IN ROADWAY • MIN. 9' CLASS 5 UNDER C A G HOLES TO BE PRE -GUT IN ALL STORM STRUCTURES THAT HAVE DRAINTLE INLETS. • CURB INLET SEDIMENT FILTERS SHALL BE INSTALLER IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY CITY • 55.90 - 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED AN IN 48 HOURS TO MINIMIZE EROSION • ALL VTIUTY WORK SHALL BE IN ACCORDANCE 4TH THE GT'PS LATEST STANDARD SPECIFICATION AND DETAIL PLATES. SEE SHEET 11 & 12. CASTING NOTE ALL CATCH BASIN CASINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLN PROFILES REFLECT THE SUMPED ELEVATIONS. n I I 0' 50' 100' 150' FINISHED C/L GRADE C/L SUBGRADE 935 PN STA = 1+00 PN ELEV = 904.16 A.D. = 0.40 uni K - 224.Q e4. o 90 W E . + r'EN 930 0 „+ 6"A ADDITI N w+ TO ADDITION 4 > STo TA. 1+55 1+55 aCON � a sSTSMRALLPLG1. %925 n a a.99.02 920CL 510 LE STMH-80 STMH-71 BMH2 STA.0+11 12' R RE =904+70 IE =09279 MTA STA]+88 RE: -W.24 f i STA.0+26 RE =98&62935.6] 15-15' RCP JRE =90134 / IE � 931.17 IE.==99.23 A9 i STA1+27 E -90005 4 RE =903.89 IE=SS8.57 50 RCP 0.- 895 CE -]5 CL 5 0 0.56% 15 STA.D 26 y I CBMH-211 6p=' _ STA 5+95 CB -81 CB -214 23'-15 RCP CL 5 ;REBAIA JE 926.37 STA:.20+63 R931.07 EA. ]43F�i64935.T7... 0 g CBMn-93 RE -905.40 =93H3& 34'-15' RCP CL 5 IE -901.40 IE 931.31 QC RG �5 26'-15' RCP CL 5 04551E 0.54% `11 CB -212 cBIJH-zn RE^2971 6 931.2] PROFILE 5 CBMH-210 IE =924.36 927.12 3rd ADDITION STA.4+J3 RE =9234692349 IE =9+94&91&98 \`62'-15' 26'-15" RCP CL 5 025842.68% RCP CL 5 O7 ]f�LibFILE 919.78 6 914.37 3rd ADDITION 9 ------ ---- ------------- - PED. RAYS 7,ql)RM 2 IT1R) z 6BTUtt 4. 2 13 IIMJ _FM ADRIF CON FTE SIMMS L 20' R. (TYP.) r - ' 45 I I H9GP98 n p.A \ I r - I I 2 90EWAIX ( \ ive N. (Private) o m & :.Bier Call 48 Hours before digging: GOPHER STATE ONE CALL Tern City Arm 651-454-0002 Mn, Toll Free 1-800-252-1166 GENERAL NOTES: RADIUS TO BE B618 C. k G. MTH 10" TRANSITION FROM SURMOUNTABLE CURB + DENOTES GUTTERUNE ELEVATION AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 IN ROADWAY • MIN. 9' CLASS 5 UNDER C A G HOLES TO BE PRE -GUT IN ALL STORM STRUCTURES THAT HAVE DRAINTLE INLETS. • CURB INLET SEDIMENT FILTERS SHALL BE INSTALLER IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY CITY • 55.90 - 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED AN IN 48 HOURS TO MINIMIZE EROSION • ALL VTIUTY WORK SHALL BE IN ACCORDANCE 4TH THE GT'PS LATEST STANDARD SPECIFICATION AND DETAIL PLATES. SEE SHEET 11 & 12. CASTING NOTE ALL CATCH BASIN CASINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLN PROFILES REFLECT THE SUMPED ELEVATIONS. n I I 0' 50' 100' 150' FINISHED C/L GRADE C/L SUBGRADE 935 PN STA = 1+00 PN ELEV = 904.16 A.D. = 0.40 uni K - 224.Q e4. o 90 W E . + r'EN 930 0 „+ 6"A ADDITI N w+ TO ADDITION 4 > STo TA. 1+55 1+55 aCON � a sSTSMRALLPLG1. %925 n a a.99.02 Prepared /� -T� °��•��.~- Chanhassen Residential Development Partners, LLC mrmm..._. o... 41C One Corporate Center m. Svite 300 e"M liu3 a FM9ea W P8 W3,3 sA ew., rr4r7300 Metro Blvd ee�OW2I/15 rL N. MN�`'• Edina. MMMIe40ra 55439-2302 920CL 510 LE STMH-80 STMH-71 STA.0+11 12' R RE =904+70 IE =09279 OgMH-]4 RE: -W.24 I STA.0+26 915 15-15' RCP JRE =90134 :5.01.50% 111E IE.==99.23 CL =898.01 STA1+27 E -90005 4 RE =903.89 IE=SS8.57 TOD-15' RCP 895 CE -]5 CL 5 0 0.56% STA.D 26 910 RE -903.34 E =899.34 CB -81 23'-15 RCP CL 5 CBMH-74 STA:.20+63 O O. SOS Prepared /� -T� °��•��.~- Chanhassen Residential Development Partners, LLC mrmm..._. o... 41C One Corporate Center m. Svite 300 e"M liu3 a FM9ea W P8 W3,3 sA ew., rr4r7300 Metro Blvd ee�OW2I/15 rL N. MN�`'• Edina. MMMIe40ra 55439-2302 11 PROFELE 10 I 1 646 AVIDS 2 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions 3 20101049S* 03D.c TASK 05/26/10 slee6 12 oP 18 Storm Sewer and Street Construction Plans Mille Dr. & River Rr& Dr. N. U r Bete) STMH-80 :20+55. 125 L cL S RE: -W.24 900 CL 5 �_to ; w i LIE _ CP ,S-157 ROS CBIAH-79 STA 2+20 PROFILE 9 j CBMH-76 RE +904.81 6th ADDITION STA1+27 E -90005 4 RE =903.89 IE=SS8.57 Ij 895 S MH -BO M-77 HE =90512 IE =899.60 $90 CB -81 STA:.20+63 RE -905.40 34'-15' RCP CL 5 IE -901.40 CBMH-76 O 3.02% 3T'-15' RCP CL 5 11 PROFELE 10 I 1 646 AVIDS 2 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions 3 20101049S* 03D.c TASK 05/26/10 slee6 12 oP 18 Storm Sewer and Street Construction Plans Mille Dr. & River Rr& Dr. N. U r Bete) C2010 Westwoo0 Professional Services. Inc. Call 48 Hwm before Gigging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Tall Free 1-800-252-1166 GFN RANOTES, RADIUS TO BE B618 C. 3 G. _ WITH 10' TRANSITION FROM SURMOUNTABLE CURB L -------_.J 1 I I L ---- L T' . DENOTES WTTERLINE ELEVATION r______-__, J rJy I I _--_ i r-_----__ AT INTERSECTIONS 1 i I r _ _ ] I I I elal 1� 2 ALL RCP SHALL BE CLASS 5 IN MSB V I r--_-� ICBNH-78� 1 1 I 1 1.' 3 ROADWAY I I 1 3 I 2 1 1 ' I (� - -- __ -- MIN. 9' CLASS 5 UNDER C! G 1 L-------� - ti I 5 1 1 4 I T`NOTEI I Iliz Iw I I 1 I I CPAP% OI EFFOR IINSIDE HOLES 51 U PE -CUT IN ALL I _ _ _ - I STORM SIRUCNRES THAT MAYS -- - I I I YARD EAS SHALLI tET SPECS I I-�---CONSTRUCT TEMP. DRAINTILE INLETS C OR UNDERI T5. 1e, BIT BERM TO DIRECT CBMH-]41 I I IR WATER TO CATCH CURB INLET SEDIMENT FILLERS SMALL X-]0 ADJUST N.H. I I 11ROOBJ n l 1 LCB -73 1 IVVV UNTIL 5TH ADD. IS BE INSTALLED IMMEDIATELY AFTER I STMH-]11 ICBMH-72 I I J L.-- I __-_-_COMPLETED. CURB IS COMPLETE. THEY SHALL �__-_ L -__J BEEN STA& ZED AND THEN SIULLBE MAINTAINIED UNTIL THE SITE S Ea BE REMOVED. PER CITY DETAIL PLATE N0. 5302 g aa 1 1 I = 6 1 ITON STA. 44++4 -- INSTALLED BYSIGNAK TCITY. O RE NRNISHED AND I 1 c�•���A.� mm��••������ 61H 1END STREET 1 H-69 _ _ _ _ _ 6th Al n-101 - - _ _ _ _ _ _ _ - - STA. 4146 I CONSTRUCToN 55.90 - 1055.90 1 CB -B8 BEGIN STREET I n • ALL DISTURBED AREAS SHALL BE 1 m= CONSTRTREET I L SEEDED AND MULCHED WITH IN 1 48 HOURS TO MINIMIZE EROSION PED. RAMP 5' CONCRETE (TYP.) I • ALL UTILITY WORK SHALL BE IN 9 EWALN (TTP.) w SURMOUNTAB E CONCRETE I ACCORDANCE WITH THE CITY'S LATEST i m CURB k GUT17R 10' RQ(TYP{) STANDARD SPECIRCATION AND DETAIL I w f 2 3 4 5 V 6 PLATES. SEE SHEET 11 h 12. x : 5A I CASTING NOTE: —OH_ __--__ - - ---- - - -_- - -. _ ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND 1 N N O •ems DRAINAGE k UTI MANHOLE CASTINGS IN PAYED AREAS 1eeeew 4',,e..EASEMENT ee ' ���ELEVATONS ON PLAN ~EFLEGT THE SUMPED ELEVATIONS. CONTRACTOR.BURSCNLILLE CO 57RUC77ON ~ RECORD DRAWM 47H ADDITION CONFORMING TO CON57RU4,-77ON RECORDS r�y� BY_JteTOA McCarty DATE 02/15/13 Degler Lane ��— 0' 50' 100' 150' s-- o p 0 0 O 0 4th ADDITION STA. 4+36 END ST SWR, INSTALL PLUG IE-9i'A 09.57 69, ADDITION x 915 915 STA. 4+36 I76• w CONNECT TO EX. ST. SWR. ,W PM STA = 1+34 PN ELEV = 905.00 + w 304'F + n A.O. _ -4.42 It / a > 910 910 K= 39.59 e FINISHED C/L GRADE n or i }0ax N s n e C/L SUBGRADE 5 i u 905 '+ m / 156't5 acP GSTTn.74+53 905 I, RE =944.43914.57 25'46'-15' RCP IE =9i8: 14 910.41 w / CI_ 5 B b94R a w / 0807' CBMH-72 3.38x 900 j CR C1" S I RE 1:9013.84 F I IE =904.84 k / 133->6 IE =902.95 PROFILE 12 �' STMH-71 } 6th ADDITION 69 IIS/ EEA_80 9�1 L 895I 111]I4JbY nu M4aeeHp r� a1 iIIrsM Westwood wumvaro.m� CB -e8 S A.3+03 .1 -909.57 1E -905.57 25 CBIAH-72 RCP CL 5 O 2.t5x �ry�rrr�w•rtM�w�wr 6M4� � (� TiY rrr��y A�rrreWr. �e 1®e '�-"•-•�—•t--- ^����=o-- 1 Chanhassen Residential Development Partners, LLC �. One Coryorete C<ntu III, Suite 360 Feel' mn�n�» _ _ 73DO Metro Blvd er OH2UL9 1r w Mill I -- _ — I rdina. Minneeoh 55439-2302 GB -78A 890 E =909.90 IE -905.90 O 0502 44_15' RCP CL 5 O 5.235 CBMH-78 E-=9036 E 0 Ci P -Jed IF 10-- ails 4 5 Cwt Revision Date 06/2.1/13 001010.0s1v041ea The Preserve mam 05/26/10 SA.eb 13 OF 18 Storm Sewer at Bluff Creek 3rd, 4th, 5th and Street & 6th Additions Construction Plansen I Chhe 1!4 n De' 1e Lane I f O/ 7 River Rock Drive South O p. 0 q P m p 0 m m o + 200 51h ADOMON � e; e e +o m m � PN STA =4+50 290 OAA FINISHED C/L GRADE PVI ELEV = 887.15 w w C/L SUBGRADE A.D. - 6.40 _ K-29.69 190' VC i. H11GH POINT ELEV - 905.30 HIGH POINT STA = 1+20.98 '� m PN STA = 1+60.47 A m PN ELEV 907.42 \ �� •n AD. _ -10.04 K = 19.92 m m FES -93 93 LJ� IE PROFILE 19 51h ADDMON 1 1 STAN 21 =88432 \ IE -885.32 1 26'-15• RCP CL 5 O 2.00E I \ I I � � I 1 I � J CBMH-94 STA.4+21 RE -889.32 IE =884.80 IE =8]0.26 86•-19• RCP CL 5 0 0.30% 95 \ 67 I NO COM ACTON EFFORTS INSIDE YAR AREAS SHALL MEET SPECS CALLED FOR UNDER STREETS. 1 STMH-89 }-B8A CBMH-90 - (IlOPBe w 18" RC APRON w/TRASH GUARD 5.9 C.Y. CL 3 RIP -RAP 3.0 C.Y. NITER MATERIAL 5M ADDVTION r --it-----1 r ----r I I 1 5 4 3 1. 2 11 I I I I IADAST M.H. SURMOU AB 1 - -- J _ - -- - CURB &NSu CONCRETE -DRAINAGE & UTILITY EASEMENT OUTLOT M Jeurissen Lane m w 5th AMMON 9: ti H I - m 1y\\1 STA.0+47 148'VC- _ 2 RE -902.W 1 CBMH-91 1V 2 HE -89838 1 ST O+34RE 4 L =901PVI 1 ELEV = 904.96.. m �- 1E =898.AD X2" -DRAINAGE & UTILITY EASEMENT OUTLOT M Jeurissen Lane m w 5th AMMON PROFILE 18 5th ADDITION \/ CB 92 I I 1 _____J RE LOO E =8398 E =883.98 IE =8]0.19 I ". rem I- nW rl�t~e/�istn ..-•mow mn1^.- MI; Chenhaseen Residential Development Partners, LLC �10R e1 ��n'r "•"' is One Caxporate Centro m, Suite 300 mune asm+1M I !tM Re.s PE' 2300 Mello Blvd Waslw ood iiii Maw H.y7m Gee4 �r M/i` lidim, Nlimmtl 5543942302 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Call 48 Hous before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Tol Free 1-800-252-1166 GENERAL NOTES: RADIUS TO BE B618 C & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB DENOTES GUTTERUNE ELEVATION AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 IN ROADWAY MIN. 9- CLASS 5 UNDER C & G HOLES TO BE PRE-CUT IN ALL STORM STRUCTURES THAT HAVE DRAINTLE INLETS. CURB INLET SEDIMENT FILTERS SHALL BE INSTAI IF IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 ALL SGNACE TO BE FURNISHED AND INSTALLED BY CITY. • 55.90 = 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION • ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CIMS LATEST STANDARD SPECIFICATION AND DETAIL PLATES. SEE SHEET 11 & 12. CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED EIEVATONS. D' 50 100' 150' 5 F-8BA 8]0.00 IN 201010ess1Fas0w D.K 05/26/10 saw 14 oP 18 Storm Sewer and Street Construction Plans Riva Rock Drive S & )eurieem Le CB -92 STA.0+47 148'VC- RE -902.W 1 CBMH-91 PV1 STA = 1+1&50 HE -89838 1 ST O+34RE =901PVI ELEV = 904.96.. m �- 1E =898.AD X2" -COO K = 37021CP CL 5 01.005 1FINISHED' C/L GRADEI ++b a �n CA_ SUBCRADE ___:I / 49'-15" RCP CL.15 O 1A0% 1e J / I SSTTAM 4 RE =9 5 S > IE =8; / I � / I PROFILE 18 5th ADDITION \/ CB 92 I I 1 _____J RE LOO E =8398 E =883.98 IE =8]0.19 I ". rem I- nW rl�t~e/�istn ..-•mow mn1^.- MI; Chenhaseen Residential Development Partners, LLC �10R e1 ��n'r "•"' is One Caxporate Centro m, Suite 300 mune asm+1M I !tM Re.s PE' 2300 Mello Blvd Waslw ood iiii Maw H.y7m Gee4 �r M/i` lidim, Nlimmtl 5543942302 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Call 48 Hous before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Tol Free 1-800-252-1166 GENERAL NOTES: RADIUS TO BE B618 C & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB DENOTES GUTTERUNE ELEVATION AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 IN ROADWAY MIN. 9- CLASS 5 UNDER C & G HOLES TO BE PRE-CUT IN ALL STORM STRUCTURES THAT HAVE DRAINTLE INLETS. CURB INLET SEDIMENT FILTERS SHALL BE INSTAI IF IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 ALL SGNACE TO BE FURNISHED AND INSTALLED BY CITY. • 55.90 = 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION • ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CIMS LATEST STANDARD SPECIFICATION AND DETAIL PLATES. SEE SHEET 11 & 12. CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED EIEVATONS. D' 50 100' 150' 5 F-8BA 8]0.00 IN 201010ess1Fas0w D.K 05/26/10 saw 14 oP 18 Storm Sewer and Street Construction Plans Riva Rock Drive S & )eurieem Le CBMH-216 STA 1,73 RE =902.13 IE =896.68 ' 1875 I ". Y/esllrrW l.�1e♦Yc 1111YA.Y M4�r�W8r¢ ws axs® eAx a11sall Men, rawiers Viestwood vsep0 RE -903.88 IE =598.08 57'-15" RCP CL 5 O 2.46% PROFILE 15 3rd AMMON I I BMH I I I I $ 'I I w I I I I I I I I I I I I I I I I I I '�5-0 ---- 2iI iI _--- _- ---- JI of 3C r - 3 1 t SEE SHEET 13 I I i I I DRAINAGE & UTILITY EASEMENT 1 2 ''„I 3 � 4 5 -----J L--- 15A - O •nm - LSTMH-68 6th .4DDf%lO1N FES -66 •'• '• 4' eee. ,4'44 NOTE- C COMPACTION EFFORTS INSIDE 444• YARD AREAS SIAL- MEET SPECS P" BE ON ./TRASH WAp1- �i,4W44 ^ I CALLED FOR UNDER STREETS. I8.] C.Y. CL 3 RIP -RAP 9e 4.4 C.Y. FILTER MATERIAL I I I I III III I I I THAT I I III I II III IIF I F NI III I III III II I I IIIIFFI1111111 �L OCS-86 PONNNIAL 8]6.00 18" RC APRON ./TRASH WARDFES-87 2 -YR. HW -876.603.9 C.Y. CL 3 RI 3.0 C.Y. FILTER MATERIAL 10 -YR. HWi.�811.31 AL 100 -YR. HW-873.43FES_30 FES -85 � (SEE DETAIL 21" RC APRON ./TRASH WARD SHEET 2) 6.3 C.Y. CL 3 RIP -RAR 3.2 C.Y. FILTER MATERIAL - CM 7. ATERIAL CBMH70 STA.o+W RE =89473 E -888.91 E =888.17 C5' -t5" RCP CL 5 O 1.008 CBMH-89 STA G+04 RE ;;894,73 IE =887.94 HE =885.94 11 146'-27" RCP CL 3 O 0.228 STM= -68 RE =8696 FE -87 IE -876 96 SHAH -67 IE =875J3 IE =876.16 RE _886-20 IE =875.84 52'-2)" RCP CL. 3 0090% PROFILE 16 6th AMMON I 6 I I I 4A 2 I I I I I I I I ) ` I I � I T 2l 1" 'N`:\ 3 \\\4 Q \� .-' 5 \ J COMPA EFFOR S IN YARD AR SHALL MEET BMH-52 \ �j 7 / �\ \ CALLED F DER STREETS, 7 % X 2 -------- i u 1 ,\\ 21 \`:\. Air � 3 8 4 4 2 \\\\\ 9 '. rBMH7216B 5 \\ \ \ \ \`\ --J _________- -216 \\\ Ce 2 7 7 \ ) 10 11 I N -215A - - - - --L - - - - -^. CBMH-216 STA 1,73 RE =902.13 IE =896.68 ' 1875 I ". Y/esllrrW l.�1e♦Yc 1111YA.Y M4�r�W8r¢ ws axs® eAx a11sall Men, rawiers Viestwood vsep0 RE -903.88 IE =598.08 57'-15" RCP CL 5 O 2.46% PROFILE 15 3rd AMMON I I BMH I I I I $ 'I I w I I I I I I I I I I I I I I I I I I '�5-0 ---- 2iI iI _--- _- ---- JI of 3C r - 3 1 t SEE SHEET 13 I I i I I DRAINAGE & UTILITY EASEMENT 1 2 ''„I 3 � 4 5 -----J L--- 15A - O •nm - LSTMH-68 6th .4DDf%lO1N FES -66 •'• '• 4' eee. ,4'44 NOTE- C COMPACTION EFFORTS INSIDE 444• YARD AREAS SIAL- MEET SPECS P" BE ON ./TRASH WAp1- �i,4W44 ^ I CALLED FOR UNDER STREETS. I8.] C.Y. CL 3 RIP -RAP 9e 4.4 C.Y. FILTER MATERIAL I I I I III III I I I THAT I I III I II III IIF I F NI III I III III II I I IIIIFFI1111111 �L OCS-86 PONNNIAL 8]6.00 18" RC APRON ./TRASH WARDFES-87 2 -YR. HW -876.603.9 C.Y. CL 3 RI 3.0 C.Y. FILTER MATERIAL 10 -YR. HWi.�811.31 AL 100 -YR. HW-873.43FES_30 FES -85 � (SEE DETAIL 21" RC APRON ./TRASH WARD SHEET 2) 6.3 C.Y. CL 3 RIP -RAR 3.2 C.Y. FILTER MATERIAL - CM 7. ATERIAL CBMH70 STA.o+W RE =89473 E -888.91 E =888.17 C5' -t5" RCP CL 5 O 1.008 CBMH-89 STA G+04 RE ;;894,73 IE =887.94 HE =885.94 11 146'-27" RCP CL 3 O 0.228 STM= -68 RE =8696 FE -87 IE -876 96 SHAH -67 IE =875J3 IE =876.16 RE _886-20 IE =875.84 52'-2)" RCP CL. 3 0090% PROFILE 16 6th AMMON I 6 I I I 4A 2 I I I I I I I I ) ` I I � I T 2l i .-' 5 WMH-53 BMH-52 \ �j 3 900 895 890 885 880 875 870 I IE S- 5-6i06.d&87AO7 Call 48 Hwre before diggingr GOPHER STATE ONE CALL Twin atl Area 651-454-0002 Mn. Tal Free 1-800-252-1166 • RADIUS TO BE 8618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE WRB DENOTES WTTERLINE ELEVATION AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 IN ROADWAY MIN. 9" CLASS 5 UNDER C A, G RIX S TO BE PRE -WT IN ALL STORM STRUCTURES THAT HAVE DRAINTILE INLETS. OURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER WRB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE STE HAS BEEN STABILIZED AND THEN SHA1L BE REMOVED. PER CITY DETAIL PLATE N0. 5302 ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY CITY. • 55.90 - 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION • ALL UTILITY WORK SHALL BE IN ACCaTDANCE WITH THE aTYS LATEST STANDARD SPECIFICATION MID DETAIL PLATES. SEE SHEET 11 A 12- CASTING 2CASTING NOTE: ALL CATCH BASIN CASTNGS IN WRB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUPPED 0.0.5 FEET. RIM ELEVATIONS ON PLAN PROFILES REELECT THE SUPPED ELEVATIONS, CONTRACTOR: BURSCHNLLE CONS7RUC77LTN RECORD DRAWRl3 47HADOMON CONFOWING TO CONS7RUCWN BY J �aA oagmNaa 7E 02/15/13 0' 50 100' 150• r M.Ir �Irraalr�ve..I lr�. r., r� P,-p.,d fm. fYaalYdl�•iea�Ia¢aaa>t4 LVsk MY •--•--- ^��.��--d--g amn,-�---• Chanhassen Residential Development Partners, LLC ra.a.e lox v 01��. wm�z a: wM`..r� - -��' o... arc One CarP7300 Center ec Suice 300 Prod.-�� � P8 ' ¢nrN+� � � r+ r ]300 Metro Blvd PM Edo , ABvneeoM 554394302 y 86/21/!!" 11� 1Y D714 PROFILE 17 4th ADDITION city Projecti 10-1 87 latest Revi>aon Date 06/21/13 2m Wo Wal.G.G The e Preserve 05/26/10 6r.c 15 or IB at Bluff Creek Storm Sewer 3rd, 4th, 5th and Street I & 6th Additions Construction Plans Qunhae , Minneeofa Bm'k7.A. c2010 a INSTALL 2 I BARRICADESS (ME (SEE CITY 2 DETAILS SHEET 18) SURMOUNTABLE CURB AND CUTTER 4" HIGH TEMPORARY THRWGH n]APgiART BITUMINOUS CURBV ND D STA: 1 pry y TUR STA: 1+93 6B ___—__—__ 2.0% 1C �50.� SO.O�r o 2" BITUMINOUS ASr N / k 6" Ct- 5 AGGREGATE BASE (TYP.) 26' R (TOP.) 2 STANDARD STREET m sEcnoN (TOP.) f 5 TE.H10RARY TU��R��N..s9Ar�F��R�OMM DETAM >+ [ 6"-3A32 CONCRETE 4"CL5 COMPACTED SUBGRADE CONCRM WALKWAY 3" BITUMINOUS WEAR COURSE TYPE 41WEA50055B 6" Cl- 5 AGGREGATE BASE 1005 CRUSHED ROCK MnDOT 3138-1 APPROVED COMPACTED SUBGRADE MnDOT SPEC, 21D5 k 2112 BITUM NOUS TRAIL vu Ae ram A,Y,IAt NN 5S 11] n1aM en.xmolm 6,X 61.E Teurles aWarsm Westwood .�...•.�„ I B � A. SUB -SURFACE MANTLE WMTSPEC. 2357 MIUMNWS 2 - .MOT 2360 SPNEBSIOC BASE COURSE (BEE DETAI SHEET) MLL12 - CLAM 5 AGAEGTE BASE. IM CRUS11E0 STONE PROJECT NAME N" WDOT 3149.28 SELECT CRANUUR BORROW gE RAN NEO/ FOR SPEOFlC 90E COMPACTED SUBWADE n rcscw -' TYPICAL PUBLIC MRW SEMON (EXCEPT FOR RRER ROCK MW SWT1 Or BACK TO BACK) Ai nw a®�adr INAnmm- s..• wa.e .u•rA cor..cr- "m""wc NN R 6' w a a6 N Ra aM _ w.� A�iaio w 9lE arse K MY udIPS cart �91xLL N /. vYN T rAO YtErs T e i MSrNA AT rc cwsmc,v, um.Nzs aws 1 9p 9uLL ,uK x1E Bx0[ONIa e1N WC .'Fe A UrIER nn ro F11 INFO SON - arameM owNMon � vt3 PL MUMAGE UTUTY EAMNB4T O O N a00 Te 4' 9' W CL 15.5' NEAR CURSE TO BE 1/2 _ �ABON: m OF WTTER 30' Cel 48 Noun before rigging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll free 1-800-252-1166 PL 10' DRAMA(£ a UTutt EASEMENT PwvATE unuTr�O $ I-I/s" - u�oor zxo svNm3wc NEAR couRg TACT( COAT A. SUB -SURFACE MANTLE WMTSPEC. 2357 MIUMNWS 2 - .MOT 2360 SPNEBSIOC BASE COURSE (BEE DETAI SHEET) MLL12 - CLAM 5 AGAEGTE BASE. IM CRUS11E0 STONE CHANnIE N" WDOT 3149.28 SELECT CRANUUR BORROW gE RAN NEO/ FOR SPEOFlC 90E COMPACTED SUBWADE — SURMOUNTABLE TYPICAL PUBLIC MRW SEMON (EXCEPT FOR RRER ROCK MW SWT1 Or BACK TO BACK) Cel 48 Noun before rigging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll free 1-800-252-1166 PL 10' DRAMA(£ a UTutt EASEMENT PwvATE unuTr�O $ ,6 ,� LRlES p b N J•) h' a1 CHANnIE V gE RAN NEO/ FOR SPEOFlC 90E cpt veEwAlx — SURMOUNTABLE CURB a CUTTER (EXCEPT FOR RRER ROCK MW SWT1 WYCH S,.WU) BE M18 CURB AND GUTTER) PC' CIL V 20' PA 20' P/L 10' 6.0' 14.0' 14.0 10. 5' TY Y ORA MANAGE k BOULEVARD NAW t UPU URItt EASETENT E&MADIT SE W[AR NURTO SE 1/2' 2 -ROLLS m0 ABOVE EDGE CF WT ER ].OF SLOPE 2014 SLOPE 2.0—� O IS g' 9. U 1-1/2' - YMOT 2360 9`MEB340C WAR COURSE SF£ ftAN NEW FUt e SUB-SUFFACE Y T SPEC. 2357 STJMINNS TACK NAT g1NHTAHf 9 Cnc SdW FOR OEWALX DRNNn1E 2" - WWT 2360 70EB340C BASE COURSE CURB M GUTTER (SFE DETAIL 91EET) 12" - QA 5 AGGREGATE BASE. 10ON CRUSHED STOVE 24' W WT 3149.28 91£Cr CRANUWt BCRRMW COMPACTED S BGRADE TYPICAL PRIVATE STREET SECTION OV BACK TO BACKI 8 pA. w 'l`.E SBCTION VIHW B' qA INC K0noncmw SIEEW PLAN 'Y9�2E•' CURB STOP PLAN TYPICAL CURB STOP (NOT TO SCALE) rllw . pyo ar.�F.rrrr eeeee. o�rM. a'•� ara rm[ -..R_..Q}�--•.r— P,�.�,0�.1,—v..�. Nm,1,,.,-.-- Clmnheasen Residential Development Partners, LLC E 1tF1W pg ^� mnsn�«..ua�e~ �o�neeee One Corporate Cerra 111, Suite 300 7300 Metro Blvd ur Edina, Minnesota 55439-2302 CON7RACTOR: BURSONWLE WNSMUC77ON REWW DRA"40 47H A DOMON CONFORMING TO C0457WJC77M RECORDS BY_ mod M�DA7E 02/15/13 City Project N 10-= West Revision Date: 06/21/13 .�.t_ l he Preserve L*1� 05/26/10 st c 16 oP 18 at Bluff Creek Construction 3rd, 4th, 5th Details and & 6th Additions Typical Sections 2010 Westwoocl Professional S Xces, Inc, —rR aaaoea�: p e g o, ®V seer ® n m• wew. rr d a, r r . a r rY r rO r' -r? Sy Y -C (r YT � > � s $ won• m• ry wl a m• xav a ar.m a a.wm Avr r m'e won m Yw w aM1 S j txrol t % e A/• JT r -r JT -0 mw`wi'•yN a # ST JT ST J+' f •' ~iy�• wry Ye . 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SERN(£ mIf SAMTARY SERNCE RISER (GREATER TIMI I6' D®) 01f STANDARD YANHCIE fff SANITARY $EWER WISICE gtCV YANHIXE mif k 1 BARRIER Mslfvar IN DOIK W S(%LSG R(P R qP ® AIR X8L ML —` :IaLYEpuw uPMT[IIL r 2001 gXimsc ovMMrT w�a 2002 ExurgMl6 oEPMlLavr ea< 2101 UioFgOaa bfPMIlE3R x`m 210.1 OlOmsc ofPMlYF3R �� 21M ® Yomllc gHml[M ~m 2202 O141fDelc ovMroR 100] 70N 3$ rsanu r. a.•nqa.w,.nY a w .•. — - - -.r..m..�a. .a.. d•7— CON)RACTOR: BURSCNWLLE CONSMUC FECOBD DRAM G 47H ADOMN COVFOPY/aA TO McCayS DAZE 02 19 ��s.. — ',oAr..4- .m-.>o. awon,. wr. ” .m LAN a.r. _O« wn ww ..Ya mWn .Y. .w xm N.°•nn+an sw PLAN O In � rcr.. w o..e -n ^ •r :M .... _ ^v^m M0 Via,,., e a „a e• n.E'°°�°Si.' M Tbhe r.r a -':I .'°ei_"u Ir m ;w _- - ,rte ° �ae.ea°.../s r r..•�__ T Gdr YAILFYAIN UxUEA Si ?tx 4r4R O WWa a.SECTION SECTI N �..my�u"n.� ry v. �00/�0 °.,s �a�w ww nc 9uu H EL® war/NIS? '°"°•mrm von m- SbW� uvV °'/••��. r ea e.v. ra[ �q ° ru m es n0 w rm.rvv n n a a ra. $rr'M a mv+d• r arR torr ® m w ------ a ,e rvarv�a+u nm, v von u n wmuq +.aav •^. tw' er.o •..� a vrma r... w - --.—aa. s Na".mamT�fNa� a ry , •� 01f ® PIPE 9EDDDIG FOR P.V.C. PIPE mlf ® WATERMNN/STORM SEWER CROSSING f CATCH 8A 14 mjf TYPICAL 4'° DIAMETER YANHIXE CASTING AND Q�f TYPICAL �f ® SIgiM SEWER CATCH BASIN 2' % ]' RECTANgJLAR f� WIMLANHVLJ�1H SUMP CATCH BASIN MANIIZ � ADAISIMG O AR f�WSALUG •y DNsiFIWra RI'MIL(M3 ~` 220.1 r -m EYPFAtG OFPM11tNr wsd 22M Eavmaa �P.. rrtc. ]101 '+ WarvEtaxc oEPMT[wi -- 5102 D[atflWC Ww1IBrt 'wd ZIIO Es®ImWO OEPMIIEMr M4 lOW eNoNIwMPaMXT ~m 3101 y�2alalaa P[opct rWste Preserve 111 rl pall$ c Call 48 Hwa before digging: Twin City Area 651-154-0002 City GOPHER STA7E ONE CALL Mn. Toll Free 1-800-252-1166 Late6t to lit, at mutt Creek ". 'MrWFW�IL'Ia Mc I.Nry �b wrswWrT.Yww�se� 4alali P3ePaled for tauwwr wrW.r.rw3�•ywn®In n..lec EDW_ ~`~•--'v �—���---•W-- ��ag;ar--� Chanhassen Residential Development Partners, LLC 3rd, 4th, 5th Construction 0 jrCO POTa a �nle3 $ YE 00 6th Additions Details OIt >sme RrY� PA mm�s a.s .�wm x....�. w:a m w. r/ra. PM 7300 Metro Blvd. Chanbassm, MLw®ota Wilftt.Yood w _ [w 0612112 .N. D/16 Ed , Mulnaom 55439-2302 02010 Westwood Professional Services, Inc. > I :Nwas Isaw 1 • 1� A, $ECPpI A -A e,4 m• p �1R SEC Y„f RIP RM wes 0ff� OETNL __,____ pommc 4PMMrt 3107 mr Z UrfCURB caISTRUCTIDN AT CATCH BASIN CEPMRANi rr 31 D6 SEDIMENT TRAP se 9FTi. dowse I eegtSwiAµF. uv MODEL( CO23 s. :. az,A,� or�rF�w, "NA, i m -T I c- w.aT.,,,T_ 011 CATCH BASIN ® SEDIMENT TRAP 5302A SOwETFIC 15— aasa 'paz A- - 7- 011 EI END YCTION .. __-._ p➢MIYENT �` 3108 me— rim a•JN� •A '•aeS wx wLW v WAw�AL nMe u M_ M^ oPc mAo,G • f F1EVAllb. Cf FAMP�r mM ,rrts ®w rim w�mwoa My PEDEsmIAR ® CURB RAMP LFPNn1ENr —` 5215 rn,� s W wxx w s M ti•a•Y b 011 TYPICAL® BARRICADE �_.���.. v.mRllfc of➢M1YENr •�` 5244 was PAID OUTLET CONTROL STRUCNRE pY%EFANG pFpMrlExr "�` }1p3 o�r•Q::'w�u Wa ..� L Mme.. t _� rw¢ ou�trM .31�•,. �� 1�u¢�W.1�ftlLv SILT ® FENCE RPMnaTn ` 5}00 i x u yrs' I I n e.w...aa .°,..• fir •,r T - 0 6 ff PV" '4. O Oe�PI we• uw gas ns,• a r+me�n Em.0.mr SECTION A -A a a.m. u•aa. UrfCURB caISTRUCTIDN AT CATCH BASIN CEPMRANi rr 31 D6 SEDIMENT TRAP se 9FTi. dowse I eegtSwiAµF. uv MODEL( CO23 s. :. az,A,� or�rF�w, "NA, i m -T I c- w.aT.,,,T_ 011 CATCH BASIN ® SEDIMENT TRAP 5302A SOwETFIC 15— aasa 'paz A- - 7- 011 EI END YCTION .. __-._ p➢MIYENT �` 3108 me— rim a•JN� •A '•aeS wx wLW v WAw�AL nMe u M_ M^ oPc mAo,G • f F1EVAllb. Cf FAMP�r mM ,rrts ®w rim w�mwoa My PEDEsmIAR ® CURB RAMP LFPNn1ENr —` 5215 rn,� s W wxx w s M ti•a•Y b 011 TYPICAL® BARRICADE �_.���.. v.mRllfc of➢M1YENr •�` 5244 was PAID OUTLET CONTROL STRUCNRE pY%EFANG pFpMrlExr "�` }1p3 o�r•Q::'w�u Wa ..� L Mme.. t _� rw¢ ou�trM .31�•,. �� 1�u¢�W.1�ftlLv SILT ® FENCE RPMnaTn ` 5}00 i x u yrs' I I n e.w...aa .°,..• fir •,r T - 0 zrrrzve ff PV" '4. O _ », wine o a a.m. u•aa. wes ..m.s.mq•> A. W'f CURB TYPICALDGUT . MRI AN pCimOG cSt. ` 5203 �IF�IbI �1HIF_ me• .r rN1Om A°�uYI aw mav'we 1= � b� 1 III mn mw We ..,new �• Rw wwww, . I I 1 STANDARD CUL -OE -SAC Iww eensw ww m wxl W n..0. 1 as Asa®m e.v m aae on— Im) 011 TYPICAL f CUL-DE-SAC - pIGv4EMIG ofPM1r[rrr •v” 5205 ��wesr - :42 _ c J �f Dovw,,.—.� '4 �tt 0� MD%NDUT 011ROCK plp,ese opMs,W, —` 5231 LxcrlR,eu ttPM,1EM 5221 CONSTRUCTION 0fl® NIRANCE NCNLmIw oFPM1,F,rt ~" SM1 we Pewased n¢eG Q� 'J N ��levl�,oer s�a,.cm ~ •w�rtxn w rru.luuw[ %vn, I ,n ww FIMOr( RJ 2 µRAID MAR SECTION A -A 011 OFTROM DATDNBA$IN 1111® TATER BARRIER plcKvaxc mMnFErrt ` y53D2 9 rwT - S aAs 5 eAa S r isv WOEII a TRS i e -T ` ou: r •n .—Ar..sue n a ,s,�,.I MIN CONCRETE ® SIDEWA DIOFuses dresmwFM I•�` 5214 awwuR eAc nWMrwn owwaAa va sadvisix wY Ona. new ,1 Tiff IIFT/LL aP u ww :dw m nalca m,w1Ac aav' gotta zrrrzve ff PV" m. wm � r PPE IkT ". ma4® u tl0 ATA.m AT m eA . a a.m. u•aa. wes ..m.s.mq•> 7608 ale i, WWi1010atwood Hdlva, taFoopo v 351,i�7A03 06/21tt6 ue_ x• P/� oe�i aro u�uAo,n[z r d.r. r/ar vv �IF�IbI �1HIF_ 4 W9 UTILE CE 0„ TYPICAL 27 DIAMETER ORAINCATCH BASIN t pFnMFFNr •� ` 5232 :ND/IEIM:G IXPAsnes' 1-- 3103 a •w Call 46 Hours Nefwe digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Tall Free 1-600-252-1166 WamYNrYCYt•'bat m nalca m,w1Ac aav' N n.oT P a �.v zrrrzve f' _�'� Partite�sl LLC m. wm � r ". ma4® ^oar®vWary diew RneY",IYmv,,� C�haftsen �{i�la{la{ Uevel(ipmeitt Ove CapavEe CmOr B. 8u10e 30D a a.m. u•aa. ..m.s.mq•> 7608 ale i, WWi1010atwood Hdlva, taFoopo v 351,i�7A03 06/21tt6 ue_ x• P/� r d.r. r/ar vv �IF�IbI �1HIF_ me• .r 11=11miEl = I-111-111 1I IMI—II 1=111=1 � F� ____ 1 III w. �• Rw wwww, . I I 1 _ Iww eensw ww m wxl � —1l 1111 — llI 1-111 1I=111=11�II�I ILII II Y ice. ��wesr - pc) R r. -,ii _ c J �f SUB -SURFACE PVC ORNNIILE 01f STANDARD SERNCE ® TIE CARD 0� MD%NDUT plp,ese opMs,W, —` 5231 LxcrlR,eu ttPM,1EM 5221 Call 46 Hours Nefwe digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Tall Free 1-600-252-1166 WamYNrYCYt•'bat ,eelweesy`rte=T b w.•r awYlsIsimper zrrrzve f' _�'� Partite�sl LLC le"we' ". ma4® ^oar®vWary diew RneY",IYmv,,� C�haftsen �{i�la{la{ Uevel(ipmeitt Ove CapavEe CmOr B. 8u10e 30D a a.m. u•aa. ..m.s.mq•> 7608 ale i, WWi1010atwood Hdlva, taFoopo v 351,i�7A03 06/21tt6 ue_ x• P/� r d.r. r/ar vv CONTRACTOR: BURSCHNLLE CONSTRUCTION RECOM DRAWN(` 47H ADDI'770N CONFORMING TO CON57RUCRQVCORDS BY Jerrvd�NPC ,St DA7E 02 15 13 City Project i 10-3a West Revisi /�o nn Daft 06/21/13 The Preserve - O5/26/1 ]011A Pie0] s cr 1a r,F 1f at Bluff Creek 3rd, 4th, 5th & 6th Additions Construction Details THE PRESERVE A T BLUFF CREEK 5TH ADD/TION KNOW ALL PERSONS BY 7HESE PRESENTS. That Degler Land Company, LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot B, THE PRESERVE AT BLUFF CREEK 1ST ADD/TION and Outlot C, THE PRESERVE AT BLUFF CREEK 4TH ADDITION, according to the recorded plots thereof, both in Carver County, Minnesota. Has caused the some to be surveyed and platted as THE PRESERVE AT BLUFF CREEK 57H ADD177ON and does hereby donate and dedicate to the public for public use forever the easements as shown on this plat for drainage and utility purposes only. In witness whereof said Degler Land Company, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officers this day of 1 20 STA 7E OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me by I its company, on behalf of the company. (Signature) Notary Public, My Commission Expires this County, Minnesota DEGLER LAND COMPANY, LLC Its day of 20 of Degler Land Company, LLC, a Minnesota limited liability (Name Printed) 1, Craig W. Morse, do hereby certify that this plat was prepared by me or under my direct supervision; that l 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 ear,that a// 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 plot; and all public ways are shown and labeled on this plat. Dated this day of Craig W. Morse, Licensed Land Surveyor Minnesota License No. 23021 STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me on (Signature) Notary Public, My Commission Expires County, Minnesota 20 by Craig W. Morse. (Name Printed) CITY COUNCIL, CITY OF CHANHASSEN, MINNESOTA This plat of 7HE PRESERVE AT BLUFF CREEK 57H ADD177ON was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this day of 20. and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Chanhassen, Minnesota Aff COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plot has been approved this 20 John E. Freemyer, County Surveyor day of COUNTY AUDITOR—TREASURER, Carver County, Minnesota / hereby certify that taxes payable in 20 and prior years have been paid for land described on this plat. Dated this day of 20 Laurie Engelen, County AuditorlTreasurer COUNTY RECORDER, Carver County, Minnesota l hereby certify that this plot of 7HE PRESERVE AT BLUFF CREEK 57H ADD17701V was filed this 20 at o'clock M., as Document No. Mork Lundgren, Carver County Recorder day of CITY OF CHANHASSEN RECEIVED JUN 2 7 2013 CHANHASSEN PLANNING WT Westwood Professional Services, Inc. Sheet 1 of 3 sheets N01 °05'17"E - N8805443"W 405.00 29.00 N88054'43"W 27.00 ---- o N01 °05'17"E 41.00 0 N88054'43"W 93 00 \F a n Q LIJ �r \ l THE PRESERVE A T BLUFF CREEK 5TH ADD/TION p^50 Lim p Scale o N88054'43"W 164.1- W A=3°57'11 "__ -_-= -, 1\188054'4,3"W 60.00 R=220.00 15.18 30.00 3a. oo i N88°54'43"'W 247.26 N88 054'43"W 138 98 = 108 28 o 0 50 50 150 in fee t N01 05 17 E N 19.83 - N01 °05'17"E- OUMOT B10 2 40.00 Q 30 30 N88054'43NW- - N88°54"43"'W 142.00 08.28 \4The orientation of this bearing system is -` - - - " _ _ _ _ _ 16.72 110 N88°54- - 125.00 I 10 based on the east line of Outlot C, THE r-14' \ , O -7-1O r PRESERVE AT BLUFF CREEK 4TH ADDITION r \ L- O / 1_) r- r-! O /1 I 1 O I r `/ I O f O LO DRAINAGE &-` which is assumed to bear N 01005'17" E I I I I v I\ L_ L_ r\ O � r l %7 UTILITY �'� '6 \ 1r- A T Lam% L. �% II b 1 I b I I EASEMENT may+ b V L A r n �I � V I N88°54'43"W 125.00 L o 188°5443"W 742.00 J TfiL/ ` I\L- t rfi r J� L ----------J o o -� o Denotes 1/2 inch by 14 inch iron monument O r - - - - - - - - - -, o r - -I i (,') set and marked by License No. 23021 J ------ - p O I 7 I O DRAINAGE & Z O p a W o Unum O • Denotes 1/2 inch by 14 inch iron monument V I 2 h ^ EASEMENT 2 e found and marked by License No. 23021 C--------- r------------ / DRAINAGE & UTILITY-,--_� / r�l< p Q1 _ DRAINAGE & UnLITY 100 O EASEMENT � 00 i\L -L1\ O 0 EASEMENT --- 0 O b '� — b A T L� I I I Z N88°5443"W 125.00 ° 110 \ A I i L- I — --- — — — J L N88 54'43"W 742.00 — r- � IL VL r ITI�IV r---------- 30 30 / -rI AVIJIII i f -- - - -- - / I ('� 110 OI Ar111YIT1 A1�� 4 L6 / -1 L/ LJ ! I I lJ l V 1 L--------- L - - - - - - - - / 125.00 30.00 30.00 742.00 --- N88°54'43"W 327.00 / Drainage and Utility Easements are shown thus: I I / 60 I 10 � � 10 c �--MOST NORTHERLY COR. _�----J L ---'L Cy �, 6=O 41 07' �� OF OU7L0T B, THE R=660.00 �`� PRESERVE AT BLUFF 7.90 CREEK 1ST ADDITION (No Scale) NORTHWESTERLY LINE OF- W / UTL0T B, THE PRESERVE AT a i tv IA Being 5 feet in width, unless otherwise indicated, BLUFF CREEK 1ST ADDITION A h w and adjoining lot lines, and 10 feet in width and / I I o) o adjoining right-of-way lines as shown on the plat. �AN Westwood Professional Services, Inc. Sheet 2 of 3 sheets Sheet 3 of 3 sheets MEMORANDUM TO: Kate Aanenson, Community Development Director FROM: Jerrin Mohn, Building Official DATE: July 2, 2013 SUBJ: The Preserve at Bluff Creek (5'b Addition) Planning Case: 06-14 COMMENT: Previous comments dated Mar. 29, 2006 (provided below), continue to apply. Please ensure item #3 is included in the conditions of approval. No additional comments. I have reviewed the plans for above project and offer the following comments, which should be included in the conditions of approval: 1. The developer must submit a list of proposed street names for review and approval prior to final plat of the property. 2. Demolition permits must be obtained before demolishing any structures on the site. 3. A final grading plan and soils report must be to the Inspections Division before permits can be issued. 4. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 5. Each lot must be provided with separate sewer and water services. 6. The developer and or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. G:\PLAN\2006 Planning Cases\06-14 The Pn=v6buildingofficialcomments 5th additionAm May 12, 2006 Dan Cook The Pemtom Land Company 7697 Anagram Drive Eden Prairie, MN 55345 Re: The Preserve — Planning Case 06-14 Dear Mr. Cook: The Preserve at Bluff Creek 5' Addition has been submitted on June 27, 2013 for final plat approval at the July 22, 2013 City Council Meeting. Please review these conditions approval against the attached plans and respond to Kate no later than Friday, July 12, 2013. Respond to each condition as follows: • Still applies • Does not apply or has been met • Is modified as follows (include modification) • New condition A digital copy of this letter (for copying and pasting the conditions for your response) is available at g:\plan\2006 planning cases\06-14 the preserve\final plat documents — 5`h addition\preliminary approval ltr.doc On Monday, May 8, 2006 the Chanhassen City Council approved the rezoning of the land within the plat for "The Preserve" from Agricultural Estate District, A2, to Planned Unit Development - Residential, PUD -R; approval of a conditional use permit to permit development within the Bluff Creek Overlay District and alterations within the flood plain; and approval of the preliminary plat for "The Preserve" creating 155 lots, 15 outlots and right-of-way for public streets, plans prepared by Westwood Professional Services, Inc., dated March 17, 2006, subject to the following conditions: 1. The drainage and utility easement over the northern portion of Lift Station #24 must be vacated and filed upon final approval of the final plat. 2. The "Existing Conditions" plan must be revised to show the drainage and utility easement that was granted to the City and contain trunk sanitary sewer and watermain. Prior to City Council consideration of the final plat, the applicant must provide documentation indicating that the proposed right-of-way for Lyman Boulevard meets Carver County's requirement. 4. The grading plan must identify the existing and proposed 100 -year floodplain. 5. Due to the anticipated timing of the final plat with respect to the timing of formal approvals from FEMA, the proposed lots that are within the current floodplain may be preliminary platted subject to FEMA approval of the LOMR. 6. Any grading within the floodplain will require a Conditional Use Permit. 7. Catch basins on each side of all public streets must be no more than 300 feet apart. 8. The proposed outlet for Wetland A must lie along the edge of the wetland. Mr. Dan Cook May 12, 2006 Page 2 of 6 9. The storm sewer from Pond 1 must outlet to the wetland north of Pond 2 in order to maintain hydrology to the wetland. 10. Storm sewer within Street J must be rerouted through the side yards within Block 3 and outlet to Pond 2. 11. Hydraulic calculations must be submitted with the final plat submittals. 12. The legend on the final grading plan must identify the lowest floor elevation. 13. All buildings must be demolished before the second phase. 14. The final grading plan must show the top and bottom of wall elevations. 15. Any retaining wall four feet high or taller requires a building permit and must be designed by an Engineer registered in the State of Minnesota. 16. The developer must work with staff to find the preferred sanitary sewer alignment west of Block 3 prior to City Council consideration of the final plat. 17. The plan must be revised to show an 18 -inch diameter watemmain on the south side of Lyman Boulevard to the east property line. 18. The developer's engineer must submit a separate cost estimate for the watermain oversizing along Lyman Boulevard with the final plat submittals. 19. To the maximum extent practicable, the trail along the east side of Bluff Creek must be within close proximity of the manholes for the existing trunk sanitary sewer. 20. The lowest floor elevation of each unit must be shown on the utility plan. 21. The existing well and septic system must be properly removed and abandoned during site grading and utility installation. 22. The developer must pay $15,776 in cash with the final plat for the pro -rated cost for the preparation of the 2005 MUSA AUAR. 23. The outstanding assessments — $310,999.03 for 2005 MUSA roads and water, and $162,976.08 for Highway 101/Lyman Boulevard/Highway 312/Highway 212 must be paid with the final plat or reassessed to the lots and outlots for future development. 24. Each new lot is subject to the sanitary sewer and water hookup charges. These fees are collected with the building permit and are based on the rates in effect at the time of building permit application. The party applying for the building permit is responsible for payment of these fees. Mr. Dan Cook May 12, 2006 Page 3 of 6 25. The City will construct Bluff Creek Boulevard Improvements to serve the development in conjunction with public improvement project No. 06-05. The property within the plat will be specially assessed for this project. 26. The development is subject to the arterial collector fee, which must be paid in cash with the final plat. 27. Streets F and K must extend past Lot 6, Block 13 and Lot 1, Block 17, respectively to provide adequate space for a vehicle to back out of the driveway and turn into the street. 28. Curbs on public streets will be high -back; curbs on private streets will be surmountable. 29. The sidewalk along the north side of Street H between Street A and Street I, and along the north side of Street E must be eliminated. 30. Sidewalks adjacent to private streets and within privately owned outlots can be used by the public. 31. The applicant will work with staff to discuss eliminating Lots 1 and 2, Block 11, and Lots 1 through 5, Block 1. 32. The applicant shall revise the plan design to ensure adequate hydrology for Wetland 4 in the post -development condition. 33. If the applicant wishes to pursue an exemption for impact to Wetland A, the applicant shall furnish information to substantiate the exemption request. The applicant is advised that, even if impacts would be exempt from WCA, they may not be exempt from the requirements of the Army Corps of Engineers. 34. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all wetlands and wetland mitigation areas. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. All structures shall maintain a setback of at least 40 feet from the wetland buffer edge. 35. All structures shall maintain a 50 -foot setback from the ordinary high water level of Bluff Creek. All structures shall maintain a minimum 40 -foot setback from the primary corridor. No alterations shall occur within the primary corridor or within the first 20 feet of the setback from the primary corridor. The 50 -foot setback, primary corridor boundary, 40 -foot structure setback and 20 -foot grading setback shall be shown on the plans. 36. The applicant shall provide details for the proposed trail crossing of Bluff Creek. Minnesota Department of Natural Resources (DNR) permits shall be obtained for all creek crossings. In addition, the trail alignment shall be revised to cross Bluff Creek in the same location as the sanitary sewer crossing. Immediately south of the creek crossing, the trail intersection shall be redesigned to avoid impact to the trees. Mr. Dan Cook May 12, 2006 Page 4 of 6 37. The plans shall be revised to provide a lower EOF for Wetland A and a path to the west for excess water that will not threaten proposed structures. 38. The EOF path for Pond 1 shall be revised to provide a more direct EOF route from Pond 1 to Wetland 4. 39. The proposed sanitary sewer and storm sewer outlet in the vicinity of Pond 2 shall be revised to ensure: 1. The runoff from the outlet will not compromise the integrity of the sanitary sewer; and 2. The sanitary sewer is not located below the normal water level (NWL) of Pond 2. 40. The outfall from Pond 3 shall not outlet upslope of the proposed trail. 41. The applicant shall clarify the avoidance of the drainage way to be preserved during the construction of Pond 4 and, if possible, redesign the pond to provide additional storage and treatment in lieu of avoiding the drainage way. 42. Pond 5 shall be constructed prior to the construction of all the areas that drain to it. 43. Drainage and utility easements (minimum 20 feet in width) shall be provided over all existing wetlands, wetland mitigation areas, buffer areas used as PVC and storm water ponds. 44. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 45. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. 46. The applicant shall be proactive in addressing potential run-on problems in the vicinity of the extreme southeast comer of the property. This would potentially involve vertically tracking equipment up and down the graded faces of the slope to increase roughness and prevent rilling. Similar practices shall be used behind the homes along the central part of Outlot A. 47. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $242,760. Mr. Dan Cook May 12, 2006 Page 5 of 6 48. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 49. The applicant shall demonstrate that the outlet pipe installation and elevation will not impact the wetland. 50. If recommended by the Park and Recreation Commission, park fees shall be paid as per City ordinance at the rate of final platting. 51. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limits. 52. A walk-through inspection of the silt/tree preservation fence shall be required prior to construction. 53. No burning permits shall be issued for tree removal. All trees removed on site shall be chipped and used on site or hauled off. 54. A turf plan shall be submitted to the City indicating the location of sod and seeding areas. 55. Buffer plantings shall be installed along the east property line in the rear yards of Lots 7 through 16, Block 3 and Lots 1 through 5, Block 10. 56. Applicant shall remove Emerald Queen Norway maple from the planting schedule. The applicant shall substitute another species with approval from the City. 57. A conservation easement shall be recorded over Outlot A. 58. The developer shall work with staff to develop and install appropriate markers at lot lines to demarcate the primary zone. 59. The applicant shall submit a plan for the revegetation of any areas of grading within Outlot A. The plan shall incorporate native plants and be consistent with the City's Bluff Creek Natural Resources Management Plan Appendix C. Special attention should be paid to areas with steep slopes (greater than 3:1). Staff recommends that the Hill Prairie planting list be used for the restoration. 60. The applicant shall provide all design, engineering, construction and testing services required of the "Bluff Creek Trail." All construction documents shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of each phase of construction. The trail shall be 10 feet in width, surfaced with bituminous material and constructed to meet all city specifications. The applicant shall be reimbursed for the actual cost of construction materials for the Bluff Creek Trail. This reimbursement payment shall be Mr. Dan Cook May 12, 2006 Page 6 of 6 made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials utilized in its construction. 61. Outlots A, B, L and N be conveyed to the city as public property by warranty deed. 62. The following items are to be addressed at final plat: • Attention to garage door facades including n percent of doors with windows • Color palate ( 4 minimum) • Private streets and sidewalks, • Percentage of future boilable area, • Setbacks on corner lots • Turnarounds at the end of private streets. Attached are the requirements for final plat. Please feel free to call me at 952-227-1139 if you have any questions. Sincerely, Kathryn R. Aanenson, AICP Community Development Director Enc. c: Gayle & Lois Degler 9:\plan\2006 phnnmg ca '06-14 the prtsetveViml plat docmnents Rh addinm\pm iminary approval hr.dm w TRANSMITTAL Date: June 27, 2013 Westwood profeszbssal Sewkes 2599 0.wcpam N;: Eden mane, IAV 553" vain 952937-5150 :as 952-937-5672 uses. 1$66931.5150 sML wps6westwoodm(. www.westwoodps.m Re: Preserve @ Bluff Creek 5th Addition: Submission for Final Plat Review File R0001014 To: Kathryn Aanenson City of Chanhassen CIN RECEIVED OF SSEN 7700 Market Boulevard[] PO Box 147 Chanhassen, MN 55317 JUN 2 7 2013 From: Francis D. Hagen, 11 CHANHASSEN PUNNING DEPT Items: No Description 5 full size sets and 1- 8-1/2"x11" reduced set of the Final Plat for the 5th Addition & Final Utility & Street Plans for the 3rd -6th Additions I set of the Lot -by -Lot area tabulations 1 set storm sewer drainage calculations and area maps Purpose: For your approval Remarks: The application and application fee will be submitted by the Developer under separate cover. We respectfully request that this project be placed on the agenda of the July 22nd, 2013 meeting of the City Council for review and approval of the Final Plat for the Preserve @ Bluff Creek 5th Addition. Please call and let us know if there is anything else you may need or if our assumption on the schedule for approval is incorrect. Delivery: Hand Deliver cc: File; Todd Baumgartner, Chanhassen Residential Development Partners, LLC CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Appplicant Name Cly , l e//cam nd Addr' es &(.dnt' &4 _?30o n 4 AO 4"" FDr�s� Contact: 16M 26 Phone:7-176.7 F - 7 Email: riu,4 k,,;ka- Alor _�,., Contact: Ii N Planning Case No'Z-0(a —14 5441 AaCjt-�l on CITY OF CHANHASSEN RECEIVED JUN 2 7 2013 CHANHASSEN PLANNING DEPT Name and Address: NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)' Subdivision'(4rV1 1{a� Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign - $200 (City to install and remove) X Escrow for Filing Fees/Attorney Cost** - $50 CUP/SPR/VAC/VAR/WAP/Metes & Bounds - $450 My'ior SUB An additional fee of $ .00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. *Five (5) full-size folded copies of the plans must be submitted, including an B%" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. VI PROJECT NAME: AL -1/ti(�dVr. &-/ )ex Q L SAH dyw X( • • I�� ';;Mme v-jm LEGAL DESCRIPTION AND PID: TOTAL ACREAGE: WETLANDS PRESENT: YES NO PRESENT ZONING: REQUESTED ZONING: PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. 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. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. 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 have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed 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. The documents and information I have submitted are true and correct to the best of my knowledge. jt3 Signature o Applicant Date Signature of Fee Owner Date F planloms development reviewappfication.doc The following items are required to be submitted a minimum of 30 days prior to City Council meeting and payment of a $250.00 final plat review fee: 1. 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 T Five (5) sets (folded) of final plat, one (1) set of reductions (8'/i' x 11"), and a digital copy in .tif format. B. 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 wiu result in delaying consideration of final plat before the City Council. Updated 11-29-06 Odocuments and settings\ws26\local settings\temporary internet £les\olk6e\final plat submittal.doc THE PRESERVE AT BLUFF CREEK 5TH ADDITION 0001014 Parcel Area Report �^ Client: Degler Land Co. Project Name: P:\0001014.00\dwg\Survey\0001014CPF05.dwg Project Description: Report Date: 6/20/2013 6:04:04 PM Prepared by: SRS Parcel Name Square Feet Acres Block 1 Lot 1 8125.000 0.187 380.000 Block 1 Lot 2 6875.000 0.158 360.000 Block 1 Lot 3 6875.000 0.158 360.000 Block 1 Lot 4 8125.000 0.187 380.000 Block 2 Lot 1 9230.000 0.212 1 414.000 Block 2 Lot 2 8520.000 0.196 404.000 Block 2 Lot 3 8520.000 0.196 404.000 Block 2 Lot 4 9230.000 0.212 414.000 Block 3 Lot 1 7299.288 0.168 363.864 Block 3 Lot 2 7207.242 0.165 360.722 Block 3 Lot 3 7286.093 0.167 363.414 Block 3 Lot 4 7536.375 0.173 371.960 Block 3 Lot 5 8684.066 0.199 389.561 Block 4 Lot 1 7200.000 0.165 360.000 Block 4 Lot 2 8073.548 0.185 382.808 Outlot A 266701.983 6.123 2273.930 Outlot B 4331.311 0.099 296.566 Outlot C 13342.536 0.306 747.086 Outlot D 94576.403 2.171 2666.950 Outlot E 205175.369 4.710 2342.244 CIN OF CHANHASSEN RECEIVED JUN 2 7 2013 CHANHASSEN PUNNING DEPT River Rock Drive North 18140.129 0.416 724.671 River Rock Drive South 30385.478 0.698 1135.439 Total Boundary 751439.822 17.251 1135.439 12010 Westwood Professional Services, Inc. for CITY OF I' , s£N RFI— r, JUiv '1,10 CHANHASSEN PLANNING DEPT ucti Sanitary Sewer, and Streets Water Main, Storm Sewer Vicinity Map MPP S�� �Ak CT I�jf p � u ,q Gil DR. RIpGwO�D I Zj\J R. i W. m (d RENAI SANCE9CREE VIEW Y LAKE CT, P 3 Y CT.,6 SPN R; 6. �4.�` Q.�nF't� �7. 108 SSV elf LAKE 9� p ti k Lake HERUN DR Pt��SLP(N DOVECT. 35. a MSE r CT MCT.ARM�? Gt w ¢ S -USAN`' CT GE a TR. c N 1t4 TER CTri Q4 t �1 E 4 'FIN qJ DSPR =HILLS DR. I - Ilk VALLEY THRUS Tf S J RIDGE ¢ CT. sy ,ZQ' rz rn W g PL. 49,y PC DR. z J W lti O� T BARBARA' £ ti Ja > > a Sl�E CT. SV SPM SJSP T CT. m q <r y�SSE101 Mgti LTSNE Oz T. �P �.4' C LYMAN BLVD, H 19 5 SITE SII I I II 17 ll o TI16N R23W I 22L23 27J26 I I qll O a, � W A 3 � ❑ W. a � OO9 � (Not to Scale) 17 4 K for The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota Prepared for: Chanhassen Residential Development Partners, LLC One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439-2302 Contact: Todd Baumgartner Phone: (952) 897-1707 Fax: (952) 897-3534 Prepared by: W Westwood Professional Services, Inc. 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651-288-0600 FAX 651-288-0659 TOLL FREE 1-888-937-5150 Westwood www.westwoocips.com Project number: 2010-1049 Contact: Francis D. Hagen II, P.E. Phone: 952-906-7483 CONTRACTOR: BURSCHWLLE CONS7RUC71ON RECORD DR4WNG Ah AMMON CONFORM/N JJG TO CONSTRUCAON RECORDS BYJerrOMcCarty DA TE 02/15/2013 WE6 OF NO. INDEX REVISION SHEETS SHEET NO. DESCRIPTION CITY REVIEW COMMENTS ALL 1 COVER ADD TEMPORARY TURNAROUND TO END OF DEGLER CIRCLE 2,4,11,16 2 OVERALL PLAN w/LIGHTING & SIGNAGE REVISED END CONSTR. MILLS DR. 2,5,12 3 SANITARY SEWER and WATER MAIN — RIVER ROCK DRIVE NORTH ALL 4 SANITARY SEWER and WATER MAIN — DEGLER CIRCLE CITY REVIEW COMMENTS AND 3RD ADDITION RECORD DRAWINGS 5 SANITARY SEWER and WATER MAIN — MILLS DR. 03/29/12 CITY REVIEW COMMENTS 6 SANITARY SEWER and WATER MAIN — RIVER ROCK DRIVE NORTH (PRIVATE) & DEGLER LANE 7 SANITARY SEWER and WATER MAIN — RIVER ROCK DR. S & JEURISSEN LANE ADD IRRIGATION SERVICE 8 SANITARY SEWER and WATER MAIN — REAR YARD SANITARY SEWER CONNECTION 4TH ADDITION RECORD DRAWINGS 9 SANITARY SEWER and WATER MAIN — WATER MAIN CONNECTION 5TH ADDITION 10 STORM SEWER and STREET CONSTRUCTION PLANS — RIVER ROCK DR. N. JBILOCK NUMBER REVISIONS 11 STORM SEWER and STREET CONSTRUCTION PLANS — DEGLER CIRCLE 12 STORM SEWER and STREET CONSTRUCTION PLANS — MILLS DR. & RIVER ROCK DR. N. (PRIVATE) 13 STORM SEWER and STREET CONSTRUCTION PLANS — DEGLER LANE 14 STORM SEWER and STREET CONSTRUCTION PLANS — RIVER ROCK DR. S & JEURISSEN LANE 15 STORM SEWER and STREET CONSTRUCTION PLANS — BACKYARDS 16 CONSTRUCTION DETAILS & TYPICAL SECTIONS 17 CONSTRUCTION DETAILS 18 CONSTRUCTION DETAILS NO. DATE REVISION SHEETS 1 07/14/10 CITY REVIEW COMMENTS ALL 2 07/28/10 ADD TEMPORARY TURNAROUND TO END OF DEGLER CIRCLE 2,4,11,16 3 09/01/10 REVISED END CONSTR. MILLS DR. 2,5,12 4 01/30/12 CITY REVIEW COMMENTS ALL 5 03/20/12 CITY REVIEW COMMENTS AND 3RD ADDITION RECORD DRAWINGS 1,2,4-8,11-13, 15,16,18 6 03/29/12 CITY REVIEW COMMENTS 1,2,4,8,11,15 7 04/05/12 CITY REVIEW COMMENTS 1,8 8 04/25/12 ADD IRRIGATION SERVICE 1,4 9 02/15/13 4TH ADDITION RECORD DRAWINGS 1,2,4,11,13,15-18 10 03/15/13 5TH ADDITION ALL 11 1 06/21/13 JBILOCK NUMBER REVISIONS ALL City Project # 10-xx Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets for The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota Date: 05/26/10 Sheet: 1 of 18 20101049CVFOI c2010 Westwood Professional Services, Inc. STUB CB -65 CB -84 2 H -10A 6 3 5 7 8 9 to l 2 3 4 1 2 # 1 23 3 -6 1Y,,\ P MH- 2 d'� o 4 t, � CB H-213 CB -21 N r CBMH-83 CBMH 64 j CB -81 1 ! q 3 MH -29 m i 19, 11 n\` '`STREET MH -31 H-32 MH -10 (TYP) STMH 80 CBMH 82 CBMH 63 MH -28 TEMPORA Y STMH 62 4 2 1 CBMH 9 TURNAR ND __ CBMH 61 C __ _ 3 4 5' -'� 2 3 4 �7 2 f ' BB -` 2 BA C - - - 1 CBMH 211 CB -212 3 I; B 78A BMH 1 -7 CBMH 78 _ .. - ..-rt+� w�.;. 2 2all ' "= _ SC 3 TEMPORARY 2 5B CB -75 REMOVE CB -77 4 3 2 % 2 ➢ 1FURNAROUN 5 _ CB 73 CBMH-59 'CB -60 3 CBMH 74 MH -25 1 $2 CB -209 �J CBMH-70 BMH-7 CB -220- CBMH-210 Q MH -22 STMH 71 1� JW? I FES -221--7 I 1 IC H-59 Z -MH 23 1 MH -9 6 Q CS 88 MH 24 CBMH-5 CMH- 208 1 2 1 MH -17 ' 2 3 �•1 0 6 6 CBMJ 207 \ 0 k 4 5 CB -58 CBMH-56 CB -55 5 4 3 - I ` MH -20 5A MH -16 4 CB -206 ISM 1 Jr CBMH-204A STMH-68 STMH-67 CBMH-54 3 4 2 I ES-666`v� 4 3 "v+ 14c.4 O % CBMH-53 CBMH-205 U_81A����w�.,.x.rt.:.#�s. a"� 2 2 X. \ 2 CBMH-52 3 CBMH-204 CBMH 132A OCS-86 FES -85 C 16A ' 5 it 1 `FES -8= FES -5\ QMH -51 00 2 s CBMH-201 STMH 3A z CB -216B :���»., ,, ..,€��rx� me■®wee:-., ' �m 4 7STMH-203 8' BIT. TRAIL A BMH-21 CBMH-216 TO BE BUILT IN 4 CBMH-215 CB - 4 2 1 (! 6 /If / 5 7 4� 8 3 9 10 1 tl B 17 3 4 . 1 S SA � 26 2 7 / 4th ADDITION. �'�� 5 MH -14 _ dA SEE SECTION ON MH -7 DETAIL SHEET. (TYP.) 4 1 MH -1 MH -19.: 6 CB -219 CBMH 215A `? x 2 3 ! ? �r ' MH -12 CB -217 " e 10 BRIDGE CROSSING 7 8 9 1 2 1 ` 4 ! (BY OTHERS); MH -1 1 r 5 7 _ EX. MH a " a - - OUTLOTA -< e a � I OUTLOT G 1�a � " i TOP OF BERM ELEV.=879.00 3:1 _- - ELEV.=S7:�.9 " 878.06 -� d , 48I I h _. . 145'-18" RCP EW 876.0 OUTLET ® 3c33gb3,07% FES -85 17'-18" RCP IE -M4 FES -87 INLET ® 0.00% III III --III 1_� 874.14 MONOLITHICALLY POURED CONCRETE OR PRECAST POND 1 OUTLET CONTROL STRUCTURE (OCS-86) NO SCALE W Westwood Professional Services. Inc 1212 Red Fox Rd. Arden Hills, NIN 55112 PHONE 651-288-0600 FAX 651-288-0659 TOLL FREE 1-088-937-5150 V"stwood www.westwoodps.com 0 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 MH -35-` 4 CBMH 4.00' 48" R -3067-V 83 CB -95 4.02' 48" R -3067-V 84 CB MH -38 STORM SEWER CASTING SCHEDULE 2 FES 86 OCS 5.00' 48" GRATE 90 CBMH-94 4.91' 48" R -3067-V STRUCTURE CASTING TYPE �1 MH_37 NUMBER TYPE BUILD DIA. 5 l` \ 4 MH -36 FES -9 / 50 FES 21" CB 51 STMH 17.50' 48" R-1642 / 52 CBMH 4.00' 48" R -3067-V 5CBMH-91 / 53 CBMH 4.00' 48" R -3067-V 90 3 CBMH-90 54 CBMH 4.00' 48" RR 55 CB 4 00' 27" R-4342 -4342V i 433 12 n &/ 7 8 I g t 10 1 _ 1 d \ STMH-8 � , 56 CBMH 3.73' 48" R -3067-V 57 CBMH 4.08' 48" R -3067-V MH -33 FES -88A 58 CB 4.00' 2'x3' R -3067-V TD 59 CBMH 6.14' 48" R -3067-V 60 CB 4.00' 27" R-4342 EX. MH 61 CBMH 5.38' 48" R -3067-V 62 STMH 6.35 48" R-1642 63 CBMH 6.39' 48" R -3067-V 64 CBMH 5.43' 48" R -3067-V \ / 65 CB 4.00' 27" R-4342 66 FES 27" 67 STMH 10.36' 48" R-1642 68 STMH 7.34' 48" R-1642 69 CBMH 6.79' 48" R -3067-V 70 CBMH 5.82' 48" R -3067-V \ 71 STMH 6.91' 48" R-1642 72 CBMH 5.89' 48" R -3067-V 73 CB 4.00' 2'x3' R -3067-V 74 CBMH 5.33' 48" R -3067-V 75 CB 4.00' 2'x3' R -3067-V 76 CBMH 5.32' 48" R -3067-V \\` \ 77 CB 5.52' 27" R-4342 78 CBMH 4.00' 48" R-4342 \ 78A CB 4.00' 27" R-4342 �)\ \ 79 CBMH 4.76' 48" R67 -V R-1 � 80 STMH 4.76' 48" R-1642 81 CB 4 00' 9'x3' R -3067-V 82 CBMH 4.00' 48" R -3067-V 83 CBMH 4.02' 48" R -3067-V 84 CB 3.00' 27" R-4342 85 FES 18" FES 86 OCS 5.00' 48" GRATE I hereby certify that this pion wee Prepared by me a: under my Revldom Prepared for. direct supervision and that I am a duly licensed PROFESSIONAL Dedgne& FDH II BNGINMEt order the Owe of the Shft of llinoeeofa 07/28/10 City Review Comments 02/15/13 4th Add. Record Dwgs Chanhassen Residential Development 07/28/10 Add Temporary Turnaround to End of Dealer Circle 03/15/13 lth Addition :bGC1[ed: PDH ZI 09/01/10 Revised End Comments Mills Dr. 06/21/13 Block Number Revisions Co Center e � 0130/12 City Review Comments Dnwa CWG One Corporate Center M, Suite 3W Francis D. Hagen Elf pg 03/20/12 City Review Comments and 3rd Addition Record Drawings r'.eM Metro Blvd. Daft 06/21/13 I.i� No. 1T716 03/29/12 City Review comments Record Dewing by/daft �M Edina,J1NMinnesota 5M9-2302 at Bluff Creek Partners, LLC 3rd, 4th, 5th Overall Plan & 6th Additions w/Lighting &Signage Chanhassen, Minnesota Vv- 87 FES 18" 88 CB 4.00' 2'x3' R -3067-V \ 88A FES 18" 89 STMH 17.81' 48" R-1642 90 CBMH 4.91' 48" R -3067-V 91 CBMH 3.86' 48" R -3067-V 92 CB 4.00' 2'x3' R -3067-V 93 FES 18" 94 CBMH 19.06' 48" R -3067-V 95 CB 4.00' 2'x3' R -3067-V 132A CBMH 13.04' 48" R -3067-V 201 CBMH 7.22' 48" R -3067-V 202 CB 4.00' 2'x3' R -3067-V 203 STMH 7.23' 48" R-1642 203A CBMH 4.94' 48" R -3067-V 204 CBMH 5.59' 48" R -3067-V = 204A CBMH 4.00' 48" R -3067-V 205 CBMH 5.43' 48" R -3067-V 206 CB 4.10' 27" R-4342 " 207 CBMH 5.02' 48" R -3067-V - 208 CBMH 3.99' 48" R -3067-V 209 CB 4.39' 27" R-4342 210 CBMH 4.02' 48" R -3067-V 211 CBMH 4.46' 48" R -3067-V 212 CB 4.00' 2'x3' R -3067-V 213 CBMH 4.14' 48" R -3067-V 214 CB 4.00' 2'x3' R -3067-V 215 CBMH 6.54' 48" R -3067-V 215A CBMH 5.62' 48" R -3067-V 216 CBMH 5.45' 48" R -3067-V 216A CB 4.00' 27" R-4342 216B CBMH 5.80' 48" R-4342 217 CB 4.01' 2'x3' R -3067-V 218 CBMH 4.46' 48" R -3067-V 219 CB 4.00' 2'x3' R -3067-V EXISTING PROPOSED 220 CB 1.93' 27" R-4342 © Sanitary Sewer SAN- Sanitary Sewer -q 221 FES 12" Water wAT Water - I CONTRACTOR: BURSCHWLLE CONSMUCRON Hyd. w\Valve 1 Hyd. w\Valve - I RECORD DRAWING 4th ADD17ION Storm Sewer F�-- STo Storm Sewer « CONFORM/NG TO CONS7RUC77ON RECORDS. BYWESTWOODOdOFMcCarty E 02/15/2013 Draintile ----- ERVICES 0' 100' 200' 300' Latest Revision Date. 06/21/13 City Project # 10-xx 20101049OAF0LD\ The Preserve Date- 05/26/10 sheet 2 oa 18 I hereby certify that this pion wee Prepared by me a: under my Revldom Prepared for. direct supervision and that I am a duly licensed PROFESSIONAL Dedgne& FDH II BNGINMEt order the Owe of the Shft of llinoeeofa 07/28/10 City Review Comments 02/15/13 4th Add. Record Dwgs Chanhassen Residential Development 07/28/10 Add Temporary Turnaround to End of Dealer Circle 03/15/13 lth Addition :bGC1[ed: PDH ZI 09/01/10 Revised End Comments Mills Dr. 06/21/13 Block Number Revisions Co Center e � 0130/12 City Review Comments Dnwa CWG One Corporate Center M, Suite 3W Francis D. Hagen Elf pg 03/20/12 City Review Comments and 3rd Addition Record Drawings r'.eM Metro Blvd. Daft 06/21/13 I.i� No. 1T716 03/29/12 City Review comments Record Dewing by/daft �M Edina,J1NMinnesota 5M9-2302 at Bluff Creek Partners, LLC 3rd, 4th, 5th Overall Plan & 6th Additions w/Lighting &Signage Chanhassen, Minnesota ©2010 Westwood Professional Services, Inc. 6th ADDITION 5th ADDITION 3rd ADDITION River Rock Drive North EXISTING 2nd ADDITION Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: DENOTES SANITARY SEWER SERVICE INVERT ® END OF STUB WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER 0' 50' 100' 150' W Westwood Professional Services, Inc. 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651-288-0600 FAX 651-288-0659 ,a TOLL FREE 1-888-937-5150 —r _J W www.westwoodps.com I hereby certify that this plan was prepared by me or under my direct supervision end that I am a duly licensed PROFESSIONAL ENGINEER under the Taawme/of the State of Min amts. Frandsen II, P H IC Data 06/21/13 Ll m No. 17716 Re iekim 07/14/10 City Review Comments 01/30/12 City Review Comments 03/15/13 5th Addition 06/21/13 Block Number Revisions Dadxned: PDH R C6eeked: PDH D Dews CVG Reaocd AwKIN by/date Prepared for: Chanhassen Residential Development One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439-2302 at Bluff Creek Partners, LLC 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota Sanitary Sewer and Water Main Construction Plans River Rock Drive North 6th ADDIT ON I ....- J'rth ADDITION -. 3rd EXISTING 2nd AMMON 1 .. U. 1 ..... ..... .. ... ..... . 1.... ...... .. ...... ....... 1:: ADDlT1'O ... ... .. ... .. ...... ..... ......... 920 FINISHED: CA: GRADE .: .. - .... ...... . __.............. _ ..._ :..... _. L ........... .. C/L:SUBGRADE.:.:... ......1................ ..: ......1....: .... _.... _ . _ 940 ....... ............ . ............ 6th ADDITION.. . 1 .... 1 ........................ ....... .... ... ...... ......... ....... ....... ....... STA, 17+90 1: 915 ...._......._ .......... .... REMOVE. PLUG &.CONNECT:: _.... ::: „.. L.........._...: / .: .... ..................................._..:............._................. .5th ADDITION..... :................................. :. 935 T X. O.E .WATERMAIN w/$ - G.V.- _ . .. y ...STA.. 15+08... - - ... .. 1: ......:...........1.....: 8" PV as' c csoo 1 �:f _.......... FINISHED: CA GRADE :. 1 REMOVE:PLUG.& CONNECT. 1. .WATERMAIN � .. 1 - �- �— � � _ - ...... .. Cf L: SUBGRADE: : :....... ...:..... ... .-. . .:..... .:. ....... ....... ... TO :EX.. WATERMAIN /8"_ G:V. 1 Z.5%Iv[I J(� .. COVE R::�: I: - ... : : 8 �. ....... ....... ...:........:.�.... 1.. -. .......-.. . AIN ... WATER M �... 910 .... 1 i covE 7.5' IN R _.... ................... ............... .1. 930 1: 1 ... ... :. 1 ...... .. - 282-8� PVC C900:. 1: STA;ADDI20:....::.. NNECT .........: :..-.-.. :. .......: .......... .. �: ... MH 32A- .. WA. FtFAAIN :: 1 : .::: TOMEX.EWATER GN.. 905STA. /. 1 . 7+4. .-. ... MIN. COVER 1 �. AINOw 8 f —.....-. ... . �.....: .- ............._..... ............... ........... .......... ._.jol....... _1.....6_.......— 1... ..... ..... ... .......... ............ ..... ....... ......:..— —925 �..�. .... ........... ........ .. 1 _ RE :-920.17... IE: =907.15:.. l:. 1. 3rd ADDITION ::STA. 15+08:. : 1 :.:: — — EX. : " . � 8 PVC SDR: 35: ® p..: 61% -` . ............ .......... . . i ...........— ..... .�::: ....... -8" PVC: C900:::: ........ .. WATERMAIN: ......... .. ...... 1 - :::IE =907A5 . ..... . . :: IN MH=6: ..STA.14+00::...... ..... ....... ........ ...... .. ... .... ... ........ 7.5' MIN: COVE _ - .... MH..31.... ..... 1 ADDITION / :.. NSTALLTPLUG I ::.. I :. _ RE :-936.46 : . . 900 .. ........ ...........:: ...........:............ . STA.18+00 :...1.. . .....5th. STA,. 17+s0......... .. - ..:1 :.... _ 920 ..................:. .... ..:...... ....:RE =916.53:. h 1�......: I ENQ WATERMAIN :: :: ....:1 a 1. .. .. ........1.......IE 1. ..... ....... ...... ............... _.... ............ .. g5 _ IE =903.50 ..... I - NS- LL .P.LUG. . INSTALL 8�e1 .. `�' 1:::. �:::: .. . :.........:.........:.........:.........:...... .. OR.... ......... .. C 5 .........:. ...... .......:......... �.. . . ...::.... ®: MH -32:::::. 5 4 STA;15+30 1 1. ... ..:. w .p,1 . �$ .. ... - 1 R :..:::: O_ RE .934.00 1 �: ..... ........ 895 ....... ..:........ ....... ..........:...... .... 6a ...... .......... .... .._.. .....:.. I. ... .....:.... .. ............ ... . 5 . C 1E =922.00. .... �...... 1: I: 915 .......... :.... :. .. 1..... 1:: ... ...................................................:..:.................:............... T.4... 1. 1 1.. 1 ............... ......... :..... ...:.........:.........:.........:.1.......:...:::::: ..... ...... ................ .: ti1:. .. . ... .. ...:1:. ... ... .. ..... MH -29 1 1: 1 .. .... ..... ....... 890 .. STA.20+70...:.... .......:::.... ... ... 1.::... �::: .... .....-. 910 RE905.88...: � 1..... 1.......... ........... ........... ......... ............... [E. ^.892.50 . ... - .: .......:........:...... 1 .... .. . 1 1 IE' =876.24.. . I...... .... .. 1: 1: .............. ... ...... ..::: ... _ I.E. 876.14... .. 1: 1: 1.:: 1: 885 City Project :# 10- ck 905 22 21 20 19 18 17 16 15 14 13 12 11 10 9 Latest Revision Date: 06/21/13 The Preserve 201010,! F01.DWG nate: 05/26/10 Sheet: 3 OF is W Westwood Professional Services, Inc. 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651-288-0600 FAX 651-288-0659 ,a TOLL FREE 1-888-937-5150 —r _J W www.westwoodps.com I hereby certify that this plan was prepared by me or under my direct supervision end that I am a duly licensed PROFESSIONAL ENGINEER under the Taawme/of the State of Min amts. Frandsen II, P H IC Data 06/21/13 Ll m No. 17716 Re iekim 07/14/10 City Review Comments 01/30/12 City Review Comments 03/15/13 5th Addition 06/21/13 Block Number Revisions Dadxned: PDH R C6eeked: PDH D Dews CVG Reaocd AwKIN by/date Prepared for: Chanhassen Residential Development One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439-2302 at Bluff Creek Partners, LLC 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota Sanitary Sewer and Water Main Construction Plans River Rock Drive North ®2010 Westwood Professional Services, Inc. —MH -32A \\\\ \ \'nr\\\1V00 f <� 1 ///\ 2 5.0' RI2' CONNECT TO EX. SAN. t / CONNECT TO EX. W.M. / 1 WYE=0+51 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT @ END OF STUB WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. FXTFND RnnS nN nFFP VAIVFS . Westwood Professional Services. Inc. I hereby certify that this plan was Prepared by as or under my ReylsiaM Prepared for: 1212 Red Fox Rd. direct supervision and that I son a duly licensed PROFESSIONAL D PDH U Arden Hills, MN 55112 ENGINEER under the laws of the State of Mmn•`M' 07/14/10 City Review Comments 02/15/13 4th Add. Record Dwge Chanhassen Residential Development 07/28/10 Add Temporary Turnaround to End of Dealer Circle 03/15/13 5th Addition Chwksk. PDH II PHONE 651-288.0600 V f 01/30/12 City Review Comments 06/21/13 Block Number Revisions FAX 651.268-0659 / / 03/20/12 City Review Comments and 3rd Addition Record Drawings Dnw= CWG One Corporate Center III, Suite 300 TOLL FREE 1.M-937-5150 Francis D. Hagen II, P.H 03/29/12 City Review Comments 7300 Metro Blvd. 04/25/12 Add Irrigation Service d Dn oe by/datc ]PM Westwood www.westwoodps.com Date: 06/21/13 Ljc . No. 17716 I I Edina, Minnesota 55439-2302 — --'aw — at Bluff Creek Sanitary Sewer Partners, LLC 3rd, 4th, 5th and Water Main & 6th Additions Construction Plans Chanhassen, Minnesota Delger Circle 02010 Westwood Professional Services, Inc. Z,' 3 \\ \ WYE=0+12 \ \ \ \ \ 29.2 \ \\ 906.6 \\ \\ 2 \ \ ;\ \ \ \ \ INSULATE BE EN \ 37.4 \ O� s 1 WYE=3+27 \ \STORM & W.M.'. `, 903.5 \ \\ 3 \\ \44.1' 448 4 _ —V WYE=2+67 \ \ 84.1' 44.4'\\ MHys\ Alp <i\1 8"-1� }/i °`END 1 \ \ WYE=2+03 \ \ \ \ G 4 0 \\ \ 5 \\\\\642' S9.^ 899.3 84.6'\ \ \ s 6 \\ti \23.8' � 1' o '\ WYE=0+73 \ \\ 81.8 \ \\ / \ — \ 22 1/2 BE \ \ 10' (TYP.) ` \ ' , 5 \ \ 6 \ t� HYD. \ \ \ 71.4'114.5' _ i 9i 4 W/Aux. VA L \ 908.3 1 t\ 9'-6" DIP \\ \ 8"x6" TEE WYE=3+51 ND. EL.=912.\ ` 4' v \\44 so4.s v vv� N�$UDA E�_ BETWEEN \\ \ �6TORM-. AM. Q \ WYE=2+31 t 899.0 .9 \ r \\ 2 \\ \ nod DRAINAGE & 11TILITY `.WYE=1+11 ^ t\ \\ \\ EASEMENT \\ \\ J WYE=0+56 1 f"11 T 917.0 A�081' I. WYE=0+56 WY- 6—/ —P_ V.—C_ . 5—SA— NITAR Y SERVCE-(TYP_)_ MH -9 89. 0'6 37.0' 62." COPPER SERVICE /CURB STOP (TYP.).QZ�&L� ' I` _ 6 7 -8 HYD.- W/AUX. VALVE I � I i 8" G. V. t-6" DIP I l I I 8"x6" TEE I I I I 4 GRND. EL.=92.9927.3 ;I 9117.5 I I 924.2 l 921.1 I :WYE=1+77 YE=2+30 WYE=0+64 2' RISER I 2' RISER i �_ IWYE=1+22 ---- r ------I F---- 1I A I I I ! I I I I 11 s 31 1 1 I f Lj w U L — MH -10 4 MH -10A a�� I - 3tfi ADD/TfON - 8 1 9 8" DIP PLUG a 6 i I L CONTRACTOR: BURSCHALE CONS7RUC77ON RECORD DRAWING 3RD ADDITION CONFORMING TO CONS7RUC77ON RECORDS. BY Jerrod McCarty DA 7E 03/20/2012 WESTWOOD PROFESSIONAL SERVICES Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER 0' 50' 100' 150' GENERAL NOTES: ED ED SANITARY SEWER SERVICE INVERT INVERT ® END OF STUB WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. CONTRACTOR: BURSCHALE CONS7RUC77ON RECORD DRAWING 3RD ADDITION CONFORMING TO CONS7RUC77ON RECORDS. BY Jerrod McCarty DA 7E 03/20/2012 WESTWOOD PROFESSIONAL SERVICES Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER 0' 50' 100' 150' ®2010 Westwood Professional Services, Inc. 905 1'11167 - E:y1*1 E:rN7 ' Me L 19 DRAINAGE & UTILITY EASEMENT 8"-11 1/40 BEND M it MH-34� 6th ADDITION ! 5 4 '; 3 --2 895.2 I I 897.0 I V I i 1 1 908.8 WYE=0+56 yyYE=1+15 i 901.0 1 I WYE=2+35 I f WYE=2+95 ! I I I WYE=1+75 I I I I 10' ( 6" PV I NITARY I DRAINAGE & UTILITY SERVIC TYP.) EASEMENT (TYP.) I I I I I I I it II I1 II I L -1r_— I r...._ .... .._i L_. ie _J L_ _J L_____J — MH -35 F. .t HYD. r - W/AUX. VALVE 1 W/AUX. V VE l I _ I 9'-6" DIP 9'-6" DII 8"-900 BEND i P' I I 8"x6" TE�8"x6" REDUCER GRND. EL 40 {. 1" COPPER SERVICE GRND. EL.=918.0 03. I w/CURB STOP (TYP.) I� 894.5 I I 897.6 I OUTLOT M WYE=0+71 I WYE=1+31 2.1 1 _ I _ Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT ® END OF STUB WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER 4w/°► TRACER WIRE SHALL TERMINATE IN SNAKE PIT TRACER WIRE BOXES W Westwood Professional Services, Inc. I hereby certify that this plan was prepared by mRlvl�R P e or under my 1212 Red Fox Rd. direct supervision and that I am a duly licensed PROFESSIONAL Deeipoed: PDH it Prepared for: Arden Hills, MN 55112 �' under lam of the ` of h � 07/14/10 City Review Comments 011/30/12 City Review Comments CIS PDH II Chanhassen Residential Development Partners, LLC PHONE 651-288-0600 03/20/12 City Review Comments and 3rd Addition Record Drawings FAX 651-288.0659 ` �- `� / 1� 06/21/13 Block Number Revisions Ds - CWG One Corporate Center III, Suite 300 TOLL FREE 1-888-937-5150 Francis D. Hagen 11, FE7300 Metro Blvd. w. V"St ood wwwestwoodps.com Date: 06/21/13 License No. 177M6 liemxd �� �/ Edina, Minnesota 55439-2302 at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota Sanitary Sewer and Water Main Construction Plans River Rock Drive S. & Jeurissen Lane 02010 Westwood Professional Services, Inc. Ak •• ♦• MH -21 wO D � h J . h 70 • / 1 MH -22 // J s 6th ADDITION _4t# U D MH OVER EX. Jr•ritlirrtt�ir�1 •;J/ �ti �` i '%`��J J �O // a,; 8 PVC STUB 4 4 ♦•/ J %.,,' EX. MH---,,.)rrrurrrlrrarrE J^\\ \ e —�— MH-20MH ` V 6' MH -19 i - 4th A - , fTM--� 5 � Rear Yard Sanitary Sewer Connection Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT ® END OF STUB WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER TRACER WIRE SHALL TERMINATE IN SNAKE PIT TRACER WIRE BOXES Moe 0' 50' 100' 150' ®2010 Westwood Professional Services, Inc. G- E I �O FOOT NI GH WA Y EA SEMEN T I— 1 -- ----------------- k CONNECT TO EX. 18" DIP WATER MAIN 18" BUTTERFLY VALVE U:i.A.h! No. 18 W N A (Lyman Blvd.) CD F- -- W '5A 5A N ~ IIw f PLUG -- -- --- -- - 18"x8"TEE - - 10 11 12 1 -18" BUTTERFLY VALVE 6th ADDITION HYD. 1W/AUX. VALVE """t F 7'-6" DIP r - - - - 16th AD ITION- - -� 18"x6" TEE I I !( 1 1 I I I GRIND. EL.=885.5 ii 2 Is 3 4 5 ii 6OUTLOTA I I f l i t tl l I! i 15B I I ! I 6B 1 1 I II II [I II If I II !I _il II II � I Water Main Connection Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT ® END OF STUB WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER 0' 50' 100' 150' W wastwood Professional Services. Inc 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651-288-0600 FAX 651-288.0659 TOLL FREE 14888-937-5150 We5tYY00d www.weshvoodps.com I hereby ratify that thi pin ww prepared by me or vada my direct supervision and that I am a duly Hamed PROFESSIONAL ENGINEER -der the laws of the State of Miamom 07/14/10 City Review Comments 01/30/12 City Review Comments 03/15/13 5th Addition rte" 06/21/13 Block Number Revisions Fran& D. Hagen H, PR Dabs 06/21/13 Llamas Na 17716 Desimed: FDH II Checked FDH II Draws CWG Record Drawhsls by/ddc Prepared for. Chanhassen Residential Development One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439-2302 at Bluff Creek Partners, LLC 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota Sanitary Sewer and Water Main Construction Plans Water Main Connection a IIIIIIIIIIsm - - AM - - - . At - x w W N A (Lyman Blvd.) CD F- -- W '5A 5A N ~ IIw f PLUG -- -- --- -- - 18"x8"TEE - - 10 11 12 1 -18" BUTTERFLY VALVE 6th ADDITION HYD. 1W/AUX. VALVE """t F 7'-6" DIP r - - - - 16th AD ITION- - -� 18"x6" TEE I I !( 1 1 I I I GRIND. EL.=885.5 ii 2 Is 3 4 5 ii 6OUTLOTA I I f l i t tl l I! i 15B I I ! I 6B 1 1 I II II [I II If I II !I _il II II � I Water Main Connection Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT ® END OF STUB WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER 0' 50' 100' 150' W wastwood Professional Services. Inc 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651-288-0600 FAX 651-288.0659 TOLL FREE 14888-937-5150 We5tYY00d www.weshvoodps.com I hereby ratify that thi pin ww prepared by me or vada my direct supervision and that I am a duly Hamed PROFESSIONAL ENGINEER -der the laws of the State of Miamom 07/14/10 City Review Comments 01/30/12 City Review Comments 03/15/13 5th Addition rte" 06/21/13 Block Number Revisions Fran& D. Hagen H, PR Dabs 06/21/13 Llamas Na 17716 Desimed: FDH II Checked FDH II Draws CWG Record Drawhsls by/ddc Prepared for. Chanhassen Residential Development One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439-2302 at Bluff Creek Partners, LLC 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota Sanitary Sewer and Water Main Construction Plans Water Main Connection 4D2010 Westwood Professional Services, Inc. 6th ADDITION 5th ADDITION 3rd ADDITION River Rock Drive North EXISTING 2nd ADDITION Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: RADIUS TO BE 8618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB + DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 IN ROADWAY MIN. 9" CLASS 5 UNDER C & G HOLES TO BE PRE-CUT IN ALL STORM STRUCTURES THAT HAVE DRAINTILE INLETS. CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY CITY. 55.90 = 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATION AND DETAIL PLATES, SEE SHEET 11 & 12. CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. 0' 50' 100' 150 W Westwood Professional Services, Inc. I hereby certify that this plan wee prepared by mRot 0°R P e or under my at Bluff Creek Storm Sewer 1212 Red Fox Rd. direct supervision and that I am a duly licensed PROFESSIONAL Deeiltned PDH II Prepared for: Arden Hills, MN 55112 ENGhNEER under the laws of the State of Minnesota. 07/14/10 City Review Comments Chanhassen Residential Development Partners 4th 5th and Street 01/30/12 City v Review comments Checkab PDH PHONE 651-286-0600///���) 03/15/13 5th Addition Q FAX 651-286-0659 `� / f 08/21/133 Block Number Revisions Drawn: CM One Corporate Center III, Suite 300 ' & 6th Additions Construction Plans TOLL FREE 1408-937.5150 Francis D. Hagen H, PS7300 Westwood w .westwoodps.com Date 06/21/13 uaenae No. 17716 xornrd Drawing by/date bt Edina, Minnesota a 55439-2302 LLC 3rd Chanhassen, Minnesota River Rock Drive North . . rn: M . aa:. cn:. _ _ _ O: n. N. . . . . . `}: . . . . . t0: �: 1'.'?: `-: L?:. I _ . rva . . . . . . . to �: � _ : _ _ _ 0: . . . . . . �: . �: Q: �.: : : _ : M: tn: . I . p: . rn: N: _ . 0: : _ . �: �" �' . N: h' rn: 0' : 00: N' M: st: LO: N: N: O ..0:. t0: _ 100[ : : : : :.: .0: .....0:. .....0 . 6' : : : : : :6: [ : : : .0: :.: : : 00 : : ....0:........r: _ . _ . . . . _ . . . 6: . . . . . . . . M: CO: .......�- I: . . . 0: .N:...... .N ........CA _ . _ _ _ _ .. _ _ _ �: . . . . . . . r: . 0: _ M: ........M:."......IM: .I'-: ".: : : c0:. .t7: .. :I..M: . r: : 1 :: . .......M: ... _ . . c0: : . . . . . . : tp: : .1'7: ........rM:". M: : .M: - - - : 0: .M: _ . : . . .. . . _ : Ov ... ..N: ......N:. .. . .. . . . _ _ : n: : n: : ..N: .N: : CO: : : Cit .. . . . . . .N: .N: : . .. ........rn:. �:-_......rn:........rn:. ---...0) .... rn: ......rn:. _.....rn: rn: I. rn:.." ..rn ... rn:........rn:........rn:. 1°1... ^Ql.rn:.....I..rn:........a�:... ....rn:._.__...rn rn:.... ...rn: ._. ...rn:_... ...rn:_... ...rn:... rn:........rn:...... .rn:........ 920 r, 6th._A©©lT/ON . . . ... .: 5th A©.... % EX/ST/NG.2nd AflD�TI©11�.... .... ..... ...... 945 .............. ....... .. ............. ............ ............... ":.. r..rn.........I ....... .. ..." ... ......... .ADD1714N 1............. .... I..... ... ......... ..... ..... ....... ... ... ..... 415'40 ... ... .. ... ........... w. 1. i I 290 : VC ' 290927.29 I: 915 L.P. ELEV. _. 905.90. _ _ I.... FINISHED: C GRADE C. /. 1............... 1.....".................. di -q1: t oo L.P, 'ELEV. 940 ............................................................. n n p - L:P. STA .- .20+79.80... .." ,/ .. ....... .L.SUBGRADE........ ... "" ........... .... In in r1 L.P, STA .. 9+84,47 . . ......... .. FINISHED- CA .GRADE . _ .....' co . ....... p ................. . . ......PVI STA 19+70 .. STMH-.62 ..... _ .: :...... ... 1 1 N::°' �_ . II n .. .. RVI STA = t0+00....:: ... to .......... CA ...U..GR + E.. .......N ............:.....PVIELEV.*:904.87.........:....... .:.......�. .STA:17H36 1 13' LT.. .........:..-- ....:.........: v .... . .... ..... 11 > ..... + .. o:.. .... .. PVI ELEV = 924.50:...:.:... ,'� N ..:. " .... p ..:.........: II :.. . .... .. .. A:D.. =. 7:9:7..: 1 : RE: _ 4 .... =920;6 .: _ .. ....... tpn. 04 ... ... 1. .7slit v. w t�. . _ F Dorn 910 >. ...... 1,3... _ . K - .36.40 ...... .. - . ...... I ......... IE =914.29.... - - ao.. N .: 1:: .:. >. a. W .:: rn. ... .. ... . KD 37 22 ....... .. . 935 ................... ......... .............................n..1........ w / ......................... 1 .................... _.......... rn........ 1t II > .... .. ... vc = i.. 2s000 . n II U.., >> ..: > - . .... . w .........:.........:.........:.. ... ............:.. .. ...: ... :... /.. : 1 ...... ? 1.:.. �- 4 `319, W. 0. .. 79e... / ..H.O.: 1 .. ELEV = 937.28 . .. . ..:. ... ... . . 905 .... ....::::....... 1 CBMH-82 ... .. ....... y. l H.P: STA _= 13+:75.66 .. . \ .. ... 930 ..... ................... :.. _ :............. �. T�e.........I...STA.18+88.... 1 3 ,j .:1...: ... .j.: _. .PV STA 14+25:. ... = '94 ............ _ . ............... ................ .............. -54 syr ...: _ RE=910.34 .. .-: 1.... %.::.. ...:I j.. PVI V ;82 PVI. \..... ._ ... ... .... .. ........... .�_. :OR 3. . . I =901I ... E.I.. . /.. I 1 = - AK �...... ..... .... ...... __:_....................................... ................. .......... . r:36�&9 .........:. �g6 .... ......... O�n : . . / :: ... 1:. VC: _: 415.00' :... ....... 900 .................. .. ............................. . :... I :.I �' ...................................................... PROFILE 3 p.. �� :. .......:............................ ....... / ................................. ....... .... ................. ........ ............. ........ ........... .................:... .. ... ._ .............:.:........ 925 :. sTMH-80 1.7.5 L. .....: �::.....: . -- _ - - . :STA.20+55 ADDITION 1:: :: :: RE =906.00:::::: .......6th I.......:. .: ....... 1E =901.25. ........ ............... ' :""... ......... .... .......... . ...... ...... ...... ..... ....... II...... .: CBMH-63 8 95 . :. ... 920 .. ... .:... ........... ..... _ ..... CBMH 63.. ......... _ ..... ..... C8..65 .. ........... .... ....... .............. ..... ... STA.1.6+73 :.:: ... _ ...... :.. ... :........ 122-15 ��:.. 00% 5. ®: 1...... RE' =924 84 .. .... IE .=918.45... ' ....: . CBMFI�64 RE��1924,84 _ EE -9204300::. . ..... . ......... .... ............... .. .RCP CB .84 . J . . CBMH-82 RE =912.24 -----.---.. .. L 1E =919.41 . . 890 ...... :.........:CB -8i .. ..... _ STMH SO..:.... ........ ... .......... .................... IE.=909:2.4: ......... ...... ......"...64.-15-RCP..CI.. ". 5.0.:6.50X .: ... ..... e. 57 .0. ...... .... ..... .. .......... ..... ........... ... .. ......... ................... ........ .... 915 ...................... ................. .... .STA.20+55..17.5 i .:.....:... ... ......CBMH-83.: .._. . _..... ......... ....... ... RE :=905.40:::::::. STA.t8+58 :... .... . . _ IE =901.40 :...... . _ _ ...... ". 3.1 -1.5 . RCP. CL.: 5. ®. 0.50% RE =912.04 .. ......:.........:... ..... ....... .... ... .:: : 26'.=ty RCP. CL.. 5. ® 3;69% ........" :....... ..:.... .....:.........:................... PRpFILE :........ 4 IE =908.02:........ ' 401=1:5" RCP CL.' 5 ® 4:20% PROFILE 2 ..... ..... ............... .. .... ...... 885 ...... 6th AODMON. .... 5th ADDFfION .. .. Ci Project # 10-�oi 910 22 21 20 19 18 17 16 15 14 13 12 11 10 9 Latest Revision Date: 06/21/13 The Preserve 20101049STF01.DWG Date. 05/26/10 sheet. 10 of 18 W Westwood Professional Services, Inc. I hereby certify that this plan wee prepared by mRot 0°R P e or under my at Bluff Creek Storm Sewer 1212 Red Fox Rd. direct supervision and that I am a duly licensed PROFESSIONAL Deeiltned PDH II Prepared for: Arden Hills, MN 55112 ENGhNEER under the laws of the State of Minnesota. 07/14/10 City Review Comments Chanhassen Residential Development Partners 4th 5th and Street 01/30/12 City v Review comments Checkab PDH PHONE 651-286-0600///���) 03/15/13 5th Addition Q FAX 651-286-0659 `� / f 08/21/133 Block Number Revisions Drawn: CM One Corporate Center III, Suite 300 ' & 6th Additions Construction Plans TOLL FREE 1408-937.5150 Francis D. Hagen H, PS7300 Westwood w .westwoodps.com Date 06/21/13 uaenae No. 17716 xornrd Drawing by/date bt Edina, Minnesota a 55439-2302 LLC 3rd Chanhassen, Minnesota River Rock Drive North ©2006 Westwood Professional Services, Inc. Degler 3rd ADDITION STA. 1+51 BEGIN STREET (1rWCTDI 1/1TIAM 100' Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: • RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB + DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS • ALL RCP SHALL BE CLASS 5 IN ROADWAY • MIN. 9" CLASS 5 UNDER C & G • HOLES TO BE PRE—CUT IN ALL STORM STRUCTURES THAT HAVE DRAINTILE INLETS. • CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 • ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY CITY. • 55.90 = 1055.90 • ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION • ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATION AND DETAIL PLATES, SEE SHEET 11 & 12. CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. CONTRACTOR: BURSCHNLLE CONS7RUC770N RECORD DR4 KING 47H ADDMON CONFORMING TO CONS7RUC770N RECORDS BY Jerrod McCarty DATE 02/15/13 WESTWOOD PROFEUIORAL EERVICEE 150' m2010 Westwood Professional Services, Inc. CONTRACTOR: BURSCHWLLE CONSTRUCTION i I I I i I CB -81 FROPU E 9 / Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: • RADIUS TO BE 8618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB + DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS • ALL RCP SHALL BE CLASS 5 IN ROADWAY • MIN. 9" CLASS 5 UNDER C & G • HOLES TO BE PRE—CUT IN ALL STORM STRUCTURES THAT HAVE DRAINTLE INLETS. • CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 • ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY CITY. • 55.90 = 1055.90 • ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION • ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATION AND DETAIL PLATES, SEE SHEET 11 & 12. TING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. W Westwood Professional Services, Inc. I hereby certify that tide plan was prepared by me or under my BavW= Prepared for: 1212 Red Fox Rd. direct supervision and that I am a duly licensed PROFESSIONAL Deswned: PDH II Alden Hills, MN 55112 ENGINEER under the laws of the State of Minnesota 07/01/10 City Review Comments Chanhassen Residential Development 09/01/10 Revised End Constr- Mills Dr. Choel(!d: II PDH PHONE 651.288-0600 V 1 01/30/12 City Review Comments FAX 651-266-0659 "��/ 03/20/12 City Review Comments and 3rd Addition Record Drawings Drawn: CING One Corporate Center III, .Suite 300 TOLL FREE 1-888.937-5150 Francis D. Hagen E r RE 03/15/13 5th Addition 7300 u stwood 06/21/13 1M6 06/21/13 Block Number Revisions Dap by/date IM Edina Metroa Blvd.5439-2302 �tCI�RVW www.westwoodps.com Data L.icenee No. r Partners, LLC IF v at Bluff Creek 3rd, 4th, Sth & 6th Additions Chanhassen, Minnesota Storm Sewer and Street Construction Plans Mills Dr. & River Rock Dr. N. (Private) c2010 Westwood Professional Services, Inc. BMH-70 X I� CBMH-69 STMH-($� O v CONSTRUCT TEMP. BIT BERM TODIRECT C WATER TO CATCH UNTIL 5TH ADD. IS - - - - - - -CQMPLETED. 4th ADDITION STA. 4+46 TEND STREET ICONSTRUCTION -7 i CONTRACTOR: BURSCHVILLE CONSTRUCTION RECORD DRAW/NG 4TH AMMON CONFORMING TO CONSTRUCTION RECORDS. Degler Lane BY Jerrod McCarty DATE 02/15/13 WESTWOOD PROFESSIONAL SERVICES Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: • RADIUS TO BE 8618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB + DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS • ALL RCP SHALL BE CLASS 5 IN ROADWAY • MIN. 9" CLASS 5 UNDER C & G HOLES TO BE PRE-CUT IN ALL STORM STRUCTURES THAT HAVE DRAINTILE INLETS. • CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 • ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY CITY. • 55.90 = 1055.90 • ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION • ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATION AND DETAIL PLATES, SEE SHEET 11 & 12. I TV -1I ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. 0' 50' 100' 150' W Westwood Professional Services, Inc. 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651-288-06W FAX 651-288.0659 ����,,1 TOLL FREE 1-888-937-5150Westwlood www.westwoocips.com I hereby certify that this plan was Prepared by me or under my direct supervision and that i an, a duly licensed PROFESSIONAL ENG24M under the laws of the State of Minnesota Francis I FJL r� Date 06/21/13 Limnos No. 17716 03/20/12 City Review Comments and 3rd Addition Record Drawings 02/15/13 4th Add. Record Dwas 03/15/13 5th Addition 06/21/13 Block Number Revisions Prepared for: at Bluff Creek H Chanhassen Residential Development Partners, LLC 3rd, 4th, Sth Dmaww cwc One Corporate Center III, Suite 300 & 6th Additions xe=a Drawing by/date JFM 7300 Metro Blvd. Edina, Minnesota 55439-2302 Chanhassen, Minnesota Storm Sewer and Street Construction Plans Degler Lane LO::::::: o6:.::.::: o' :::... y6:O: ...... ........ ... .. GO: 00: ...... ...... . ... cb: _ ..................... . 92 p .._ :.... .......:................:.. ......... ..... .. .... ..... ...th ADDLTION:.. . 920 _ _. __..........:. ...... _ _ _ STA: 4+36 .: . ..... END ST SWR. ..__ INSTALL PLUG .. .. EE 999-59909.57 .... ADDITION p0�'" 915 ....6th STA. 4+36 ....... 915 _ _ ......... __. .........._ _ _........:.:.. _ ..._._.:..... .....:. ......... __ ........ ............... _ _ ... ... ..... ............ _ 175' vc CONNECT TO ... ....... � ............. ............... ............... to � EX.: ST.. SWR:: � ^ :� .......... .................... .:........:RVI -STA = 1+34 ,F' tv PVI ELEV 905:00 w ... 910 A.D. -4.42 9.... :910 Ju .39 . ...... .5 . ..... J ...._....... .... .:..... ....... .. ....... .... ....... .............. FINISHED CA GRADE EL w � � � ...................:..... . o ^. C/L'SUBGRADE ... 5.® 3. ... 1n (a m. 14-. m ...... .: .. .. j..... GL. 5° SCP a CB -73 905 _ .. _. __ ..:.. ........... :.:. ..... .....:. ........... : .:. ..... ...... .. +..,� rn.�1 .................. .. ... ....: .............. - .:.:.........[....._... .�'.. .. - ......... ...... �.... .. .... sTA:4+s3.:.........:. ............... ............. ............... 905 _ o .II �� ... , 1. _ " _ EE 93910 4 . ... ... CL. 5�03..g4 ........... .............. .... ..... ... a w . 'sj.. 900 5 .� C MH 72 B I tA.2+79 900 _ ....:............ __ _.... __ _. .........:...... _:.... _:_ .._....._ _......... ........ .......... .. .........s g_ __.. .......... .......... 5" E =902.9.5 PROFILE RnLrrloly STA d - ; : .. 6th p 895 .. _ . ST (>"la... +46, 11 :L 895 ..........._._ _..._........... ............ '-'..... ........... ........... ........: ......... ... ........ .............. ...... ........ ....................... .......... ......... ... .... .. ........... ...... ......... ...... ....... _ _ .... .. .. ......... 6�y RE:: 904:70 ... .. �:. .... .... ...... ..... .... ........ ...... ..... ......... ... .... ....... IE =897.79 .. .... .... Gam' �. G... . ...... ............ ............. ...... 890 ..... ,........ ............ _ .... CB -88 ...... .... _ RB-�sos.sG...... ............... ............... ............... 890 .....:........... ........ .......: ......... ........: ..................................... _................ _........:......... __....... ...... .. ..... S A. +0 ' IE =905 :90 _ RE 909:57 ........ ....... :......... ::.... .:.............. ....:.................. ....... ...... — .. CBMH..70 .:: JE — .. .... .... .... .... .... 500 1...11.:........ 44 15 RCP 129 —15 RGP :CL. 5 .. -.. _._ ... 239 STA.0+04 RE: =894.73 -CBMH 72: 885 IE =888.91 34'-15"' RCP: CL 5 6 2.15 E�� 903 600 C1 PYO• # 10 -XX 885 0 1 2 3 4 5 Latest Revision Date: 06/21/13 20101049STF04.DWG The Preserve Date: 05/26/10 Sheet: 13 of 18 W Westwood Professional Services, Inc. 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651-288-06W FAX 651-288.0659 ����,,1 TOLL FREE 1-888-937-5150Westwlood www.westwoocips.com I hereby certify that this plan was Prepared by me or under my direct supervision and that i an, a duly licensed PROFESSIONAL ENG24M under the laws of the State of Minnesota Francis I FJL r� Date 06/21/13 Limnos No. 17716 03/20/12 City Review Comments and 3rd Addition Record Drawings 02/15/13 4th Add. Record Dwas 03/15/13 5th Addition 06/21/13 Block Number Revisions Prepared for: at Bluff Creek H Chanhassen Residential Development Partners, LLC 3rd, 4th, Sth Dmaww cwc One Corporate Center III, Suite 300 & 6th Additions xe=a Drawing by/date JFM 7300 Metro Blvd. Edina, Minnesota 55439-2302 Chanhassen, Minnesota Storm Sewer and Street Construction Plans Degler Lane c2010 Westwood Professional Services, Inc. INSTALL 2 TRAFFIC BARRICADES (SEE CITY 2 DETAILS SHEET 18) SURMOUNTABLE CURB AND GUTTER 4" HIGH TEMPORARY THROUGH TEMPORARY BITUMINOUS CURB TURNAROUND ON WING END STA: 1+93 ImmpqmMiller mN ----------- ---- 2.0% I" 50.0' 50.0' me- o 1 ------ 2" BITUMINOUS BASE & 6" CL. 5 AGGREGATE \ / BASE (TYP.) 28' R (TYP.) L STANDARD STREET SECTION (TYP.) I 5 C TEMPORARY TURNAROUND DETAIL 1"=20' T�i1 6"-3A32 CONCRETE 4" CL 5 COMPACTED SUBGRADE CONCRETE WALKWAY 3" BITUMINOUS WEAR COURSE TYPE 41WEA50055B 6" CL. 5 AGGREGATE BASE 100% CRUSHED ROCK MnDOT 3138-1 APPROVED COMPACTED SUBGRADE MnDOT SPEC. 2105 & 2112 BITUMINOUS TRAIL L� 8 1 PROJECT NAME PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER 6' PERMITTED CONSTRUCTION HOURS-MON.-FRI. 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY, MAINTENANCE OR DELIVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. DEVELOPMENT INFO SIGN RENSEGI-10 ENGINEERING DEPARTMENT ;7 eG. 5313 F1F xWEG a 1] a_ O F- V) M U 10' DRAINAGE & UTILITY EASEMENT L PL = / - CL aP P30' ROW 30' ROW 15.5' 15.5' 14.5' NJ 1 BOULEVARD II WEAR COURSE TO BE 1/2" 2.0% SLOPE J 4.5' ABOVE EDGE OF GUTTER 4" TOPSOIL IN-/ DISTURBED AREAS. 4.5' 3.0% SLOPEI 7 O �\ DRAINTILE / I L 1-1/2" - MnDOT 2360 SPWEB340C WEAR COURSE 4" SUB -SURFACE J MnDOT SPEC. 2357 BITUMINOUS TACK COAT DRAINTILE 2" - MnDOT 2360 SPWEB340C BASE COURSE (SEE DETAIL SHEET) 12" - CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE 24" MnDOT 3149.2B SELECT GRANULAR BORROW COMPACTED SUBGRADE TYPICAL PUBLIC STREET SECTION (31' BACK TO BACK) ti CIL 20' P/L 20' P/L 10' �_ 6.0' < 14.0' 14.0' DRAINAGE & 1 BOULEVARD UTILITY EASEMEN WEAR COURSE TO BE 1/2" { _ _- ABOVE EDGE OF GUTTER PRIVATE UTILITY LINES 0 o O V) C 03 9, U 4" SUB -SURFACE DRAINTILE (SEE DETAIL SHEET) 8" DIA. PVC PROTECTIVE SLEEVE CURB STOP � GRADE SLOPE3.0% SLOPE "_�►_"""""_\`\ ��r.%%%%%%%%%%%i%y%iiii%%%%iii 8" DIA. PVC PROTECTIVE SLEEVE \-- CURB STOP PLAN VIEW TYPICAL CURB STOP (NOT TO SCALE) 1-1/2" - MnDOT 2360 SPWEB340C WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" - MnDOT 2360 SPWEB340C BASE COURSE 12" - CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE 24" MnDOT 3149.213 SELECT GRANULAR BORROW COMPACTED SUBGRADE TYPICAL PRIVATE STREET SECTION (28' BACK TO BACK) W Westwood Professional Services, Inc I hereby ratify that this plan was Preparedby me or under my iRevtnora Prepared for. Red Fox Rd. direct supervision and that I = a duly licensed PROPHS9sONAL Des1,lpledo FDH 11 Arden Hills, MN 55112 >�l� � the laws of the Store v}nne.nla 07/14/10 City Review Comments 06/21/13 Block Number Revisions Chanhassen Residential Development /\ 07/28/10 Add Tempo... Turnaround to End of Defiler Circle C WIM& FM II PHONE 651-288-0600 ( / 1 01/30/12 City Review Comments Center FAX 651-268-0659 � V � I J� 03/20/12 City Review Comments and 3rd Addition Record Drawings Diawrrc One lle Co WrliOrate <.Cnter lllr Suite 3W TOLL FREE 1.988.937-5150 Francis D. Hagen II, P$ 02/15/13 4th Add. Record Dwgs 73pp Metro Blvd. all ftst _�oJ W�21�13 1%%16 03/15/13 5th Addition ���/�LC JFM Edina, Minnesota 5JN9-2M2 nCilylafia/ea www.westwoodps.com Dobe Liaenee No. i Partners, LLC Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 PL 5'` 11, 10 SIDEWALK DRAINAGE & UTILITY EASEMENT 1 2.0% SLOPE CIL PRIVATE UTILITY�0 0 LINES 0IN m 9' of U `SEE PLAN VIEW FOR SPECIFIC SIDE FOR SIDEWALK SURMOUNTABLE CURB & GUTTER (EXCEPT FOR RIVER ROCK DRIVE SOUTH WHICH SHOULD BE B618 CURB AND GUTTER) g C A 5' 1' 10' SIDEWALK Di2AINAGE & UTILITY 11 EASEMENT 2.0% SLOPE V2—ROLLS SOD 0 6 ^ 3 0 0 0 \ti a a0 91 Of U SEE PLAN VIEW FOR SPECIFIC SIDE FOR SURMOUNTABLE SIDEWALK CURB & GUTTER CON7RACTOR.•BURSCHWLLE CONS77?UC77ON RECORD DRAWING 477-1 ADDITION CONFORMING TO CONS7RUC770N RECORDS. BY Jerrod McCarty DATE 02/15/13 WESTWOOD PROFESSIONAL SERVICES The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen. Minnesota City Project # 10-xx Latest Revision Date: 06/21/13 20031110.02 D T F03. D WG Date: 05/26/10 sheer 16 of 18 Construction Details and Typical Sections 2010 Westwood Professional Services, Inc. CL PL VARIABLE ---- FENCE 9' POSTS ion z Z WYE PLUGGED EN z r 1/8 BEND m m 6" PVC SDR -26 PIPE MIN. SLOPE 1/4" PER FOOT m 2"X2" MARKER �1/2 PIPE DIAMETER MIN. SEE NOTE 2. SANITARY SEWER GRAVITY MAIN SANITARY SEWER SERVICE CONNECTION DETAIL SERVICES TO BE USED IN CONJUNCTION WITH PLASTICFig-ED SEWER MAINS FOR DEPTH OF COVER 16 FEET OR LESS. 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 6' HEAVY METAL FENCE POST NEXT TO 2 X 2 MARKER AND PAINT TOP 6. OF POST FLORESCENT GREEN. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER AGGREGATE (3149H). �C�a�'[�OF1pp TYPICAL SANITARY Ian SEWER SERVICE lEYISED: 3-09 PLATE NO.: ENGINEERING DEPARTMENT 2001 FRE NAME G G SPECS 24"06" slab opening for Neenah 3067-V or equal OTE: 1- V Grate shown 2- VB Grates shall be used at oil low points. Neenah R3067 -V casting and I� m Variable 3' Min e - See note 4 grate or equal. 1N PLAN N 90' BEND/TEE SIZE inimum of 2 maximum of 5 c o a concrete adjustment rings with full 6" Conc. collar D3 5• u V-5" HOPE adjusting rings. 6" Varies arse B 1 12'-18" V-5" Not to Scale 3' 3 1'-fi' to have flat top edge sealed with 2'-0' 12" 2 beads of Ramnek or equal. E Varies Al pints in manhole to hove 4'-9" 2'-6" Is 3'-O" 4'-0" Typ.IF 3'_10• (HYD) > Precast concrete section 20' 5" Monhole steps, Neenah R1981J or 0 3'-4' equal, 16" o.c., Aluminum steps R/W 24" w 3'-0" 6'-10" Doghouses shall be grouted on both 9'-8" e to* 5" ea as No block structures are allowed. 6'-0" 17'-0 0 O A depth. Increase thickness 1" for i+1 �-i 6•ve MH Gate valve location each 4' of depth greater than 14', on projection of 2¢ property line. R/W NOTE: R/W All dead ends to be 4Q extended a minimum of No drain Holes one pipe length beyond NOTE: gate valve and closed Wotan main to be on with plug tied bock to north and west side tee. of center line unless WITH SUMP hydrants pose conflict Yth diameter at pipe and slope with proposed sidewalk. P P DEPARTMENTTP N0" 3104 FI.E NAME G SPECS 31 TYPICAL ��Y�[ 4mn�m1 INTERSECTION eEV1i 2-0a ENGINEERING DEPARTMENT PI NO, 1001 FILE NAME: R CL PL VARIABLE ---- FENCE 9' POSTS ion z Z WYE PLUGGED EN z r 1/8 BEND m m 6" PVC SDR -26 PIPE MIN. SLOPE 1/4" PER FOOT m 2"X2" MARKER �1/2 PIPE DIAMETER MIN. SEE NOTE 2. SANITARY SEWER GRAVITY MAIN SANITARY SEWER SERVICE CONNECTION DETAIL SERVICES TO BE USED IN CONJUNCTION WITH PLASTICFig-ED SEWER MAINS FOR DEPTH OF COVER 16 FEET OR LESS. 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 6' HEAVY METAL FENCE POST NEXT TO 2 X 2 MARKER AND PAINT TOP 6. OF POST FLORESCENT GREEN. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER AGGREGATE (3149H). �C�a�'[�OF1pp TYPICAL SANITARY Ian SEWER SERVICE lEYISED: 3-09 PLATE NO.: ENGINEERING DEPARTMENT 2001 FRE NAME G G SPECS 24"06" slab opening for Neenah 3067-V or equal OTE: 1- V Grate shown 2- VB Grates shall be used at oil low points. NOTES, 1. Shape of back of buttress may vary as long as pared against firm undisturbed earth. 2. Dimension CI,C2,C3 should be forgge enough to make angle O equal to or larger than 45'. 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4 G = 45' Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal e - Sea na Neenah R3067 -V casting and I� I' , Variable 3' Min e - See note 4 grate or equal. 22 1/2' PLAN 45' BEND 90' BEND/TEE SIZE inimum of 2 maximum of 5 }" Rola _� concrete adjustment rings with full 6" Conc. collar D3 beds of mortar. Precast concrete or V-5" V-5" HOPE adjusting rings. 6" Varies Y-1" 6" precast reinforced concrete slob. 12'-18" V-5" Top of barrel section below lop slob 2'-1" 1'-fi' to have flat top edge sealed with 2'-0' 12" 2 beads of Ramnek or equal. E Varies Al pints in manhole to hove 4'-9" 2'-6" 0" ring rubber gaskets. 3'-O" 4'-0" Typ.IF 3'_10• n 6'-2" Precast concrete section 20' 5" Monhole steps, Neenah R1981J or 5'-6' 3'-4' equal, 16" o.c., Aluminum steps 4'-0" 24" approved. 3'-0" 6'-10" Doghouses shall be grouted on both 9'-8" e the outside and 'inside. NOTE: 5" ea as No block structures are allowed. 6'-0" 17'-0 Minimum slab thickness, 6" for 14' O A depth. Increase thickness 1" for i+1 �-i 6•ve - W each 4' of depth greater than 14', 2¢ and reinforce with 6"x6" 10/10 mesh. w s10 -- approved. 4Q SECTION No drain Holes EXTENSION SIGN CATCH BASIN Lu KO each 4' of depth greater than 14', MANHOLE and reinforce with 6"x6" 10/10 most, Sam WITH SUMP REMSED.1-10 diameter at pipe and slope ENGINEERING DEPARTMENTTP N0" 3104 FI.E NAME G SPECS 31 NOTES, 1. Shape of back of buttress may vary as long as pared against firm undisturbed earth. 2. Dimension CI,C2,C3 should be forgge enough to make angle O equal to or larger than 45'. 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4 G = 45' Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal e - Sea na PLAN 90' BENDS PLAN 45' BENDS BUTTRESS DIMENSIONS I' , Variable 3' Min e - See note 4 PIPE 22 1/2' BEND 45' BEND 90' BEND/TEE SIZE B1 Dl 82 D2 83 D3 6" V-5" V-5" 1'-5" V-5" Y-1" 1'-6" 8" V-5" V-5' 2'-1" 1'-fi' 2'-8" 2'-0' 12" V-10" V-10" 3'-4" 2'-0" 4'-9" 2'-6" 16" 3'-O" 2'-0' 3'_10• 3'-0" 6'-2" -3'-fi" 20' 3'-6' 2'-B" 5'-6' 3'-4' fill 4'-0" 24" 4'-e 3'-0" 6'-10" 3' 10 9'-8" 5'-0" 30" 5" No. V-3" 6'-0" 17'-0 6'-0" PLAN 90' BENDS PLAN 45' BENDS 24"x36" slab opening for Neenah I' , Variable 3' Min e - See note 4 GOPHER STATE CONCRETE SHALL BE no over lop of water main. A IN CONTACT WITH Concrete Block Support {C c A ',ry THIS QUADRANT 3. The copper service line between the main and curb box PP est w ti 4. Corporation tock to be 1" x 1" inside diameter. OF PIPE 0 o x Neenah R3067 -V casting and ------ - BEDDING MATERIAL Minimum of 2 maximum of 5-2" _u UNDISIORSED EARTH CONCRETE SECTION A -A PLAN 22 1/2' BENDS beds of mortar. 01/30/12 City Review Comments Precast concrete or CONCRETE HDPE adjusting rings. o a ° - THRUST TOLL FREE 1-888-937-5150 BLOCKING o U a aEvrsED. 2 -OB to have Out top edge sealed with ENGINEERING DEPARTMENT �� 1002 FllE NAPE: G G SPE 002 All pints in monhole to have Varies grade. Box to be set to CL NOTES. 1. Solvent Weld all Joints. (Non Gaskeled) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in the Some Trench, Install a 6' Heavy Metal Fence Post Next to 2 x 2 Marker and Paint Top 6' of Post Florescent Green. 3. The Use of Bends Shall be Restricted to the Two Shown on This Detail. 4. Cleanout Required on Private Property if Distance from Main to House Exceeds 90 Feet. 5. (Xx,Yy,Zz)Coordinates of service line at any & oil bends at ROW (in Carver County Coordinates). affO[teSANITARY SERVICE RISER (GREATER THAN 16' DEEP) REMSED: z-08 ENGINEERING DEPARTMENT PLATE No.: 2002 FILE :G C SPECS 6 Conc. collar OffOF TYPICAL 4' DIAMETER CATCH BASIN MANHOLE REVISE➢: 2-10 PLATE NO.: ENGINEERING DEPARTMENT 3102 RE NMaE G G SPECS 102 24"x36" slab opening for Neenah I' , R3067 -V or equal GOPHER STATE ONE CALL Mn. 2 no over lop of water main. to Water Service Note. 1- V Grate shown Concrete Block Support Water Main a g i 2- VB Grates shall be used at all low 3. The copper service line between the main and curb box PP est w ti 4. Corporation tock to be 1" x 1" inside diameter. points. 0 o x Neenah R3067 -V casting and ------ - grate or equal. PLAN' Minimum of 2 maximum of 5-2" W concrete adjustment rings with full DO beds of mortar. 01/30/12 City Review Comments Precast concrete or G, U - HDPE adjusting rings. o a ° - 6" precast reinforced concrete slab. TOLL FREE 1-888-937-5150 Top of barrel section under top slab o U a 0 to have Out top edge sealed with Adjust top to 3/4" below 06/21/13 17716 2 beads of Ramnek or equal. YI rc u All pints in monhole to have Varies grade. Box to be set to "O" ring rubber gaskets. 4 -0 Typ. n precast concrete section d in NOTES: 5" No. 1. Doghouses shall be grouted on 1n dc Z\ both the outside and inside. a= m 2. No block structures are allowed. o �< - W Manhole steps, Neenah R19811 or 2¢ equal, 16' D.C., Aluminum steps w s10 -- approved. 4Q •�° Minimum slab thickness, 6" for ib' EXTENSION SIGN - depth. Increase thickness 1" for Lu KO each 4' of depth greater than 14', Bibby-Sle-Croix B-5001 and reinforce with 6"x6" 10/10 most, > O Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope Gale valve box, screw type, grout 2" toward invert. OffOF TYPICAL 4' DIAMETER CATCH BASIN MANHOLE REVISE➢: 2-10 PLATE NO.: ENGINEERING DEPARTMENT 3102 RE NMaE G G SPECS 102 Manhole Costing and Adjusting Ring (See Plate 2110) Provide I&I Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps shall be Neenah R -1981J, 16' on center. o Steps Shall be on Downstream Side Unless Pipe Diameter is a 18" or Larger 62 tx All 'pints in manhole to have 'O"ring rubber gaskets. Infi-shield external seals as required by the Engineer. A Maximum of 2 Short Manhole 4'-0" Risers to be Used Directly Below Cone Section Pipe shall be cut out flush 5„ with inside face of wall. • Kor-n-Seal required. Precast Inverts Must be 1/2 of Pipe Diameter and Benches SECTION VIEW Sioped 2" Toward the Invert Minimum thickness of precast base is 6" for 14' deep or less, and increases 1" In thickness for every 4' of depth greater than 14'. NOSE 1. Kor-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on Inside and outside. 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign (MH) shall be installed next to the manhole. UROF STANDARD 1 MANHOLE REMSE0'~09 ENGINEERING DEPARTMENT PLATE No.. 2101 FILE NAME` Q 101 C SPECS 25"-.5" ice -, 1.5" BIT. WEAR I&J BARRIER � 2" BIT BASE SEE DEATAIL 2109 HDPE OR PRECAST CONCRETE ADJUSTING RINGS RINGS SHALL BE SET ON ABS - SEALANT OR APPROVED EQUAL. 6" THICK CONCRETE 27' COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAHR-1642 OR MCI# 309 AND SHALL INC %E SELF SEALING r VARIES TYPE LIDS STAMPED SANITARY SEWER OR L .STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES BIT. BASE OR BINDER MIN. (2-2") ADJ. RINGS AND° MAX. (3-4) ADJ. RINGS HDPE OR (1-2" RING WITH PRECAST CONCRETE MORTON = 0.2') ADJUSTING RINGS At BARRIER 27• 6' THICK CONCRETE SEE DEATAIL 2109 COLLAR 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 ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE. Cffff MANHOLE CASTING AND ADJUSTING DETAIL REYISTD, 2-11 ENGINEERING DEPARTMENT 2110 FILE NWE:G C SPECS 110 Call 48 Hours before digging: Twin City Area 651-454-0002 denoting curb box. GOPHER STATE ONE CALL Mn. 2 no over lop of water main. to Water Service 1"X1' Corporation Cock Copper Concrete Block Support Water Main a g n Re0dom 3. The copper service line between the main and curb box PP est w ti 4. Corporation tock to be 1" x 1" inside diameter. direct supervision and that I am a duly licensed PROFESSIONAL 0 o x a Arden Hills, MN 55112 4. in 07/14/10 City Review Comments W m DO REvlsm.z t1 01/30/12 City Review Comments u G, U - FAX 651-288-0659 o a d o 03/15/13 5th Addition TOLL FREE 1-888-937-5150 Francis D. H 8= II, P.H. o U a 0 Adjust top to 3/4" below 06/21/13 17716 LOCATION YI rc u PIA7E N0.. 1009 Date Lican No, grade. Box to be set to Mueller No. n 26" d in K Bibby -Ste -Croix No. < > < 1n dc Z\ a= m X o �< - W 2¢ � i3 'NIA nJ . Lem m o: C EXTENSION SIGN ,L Lu KO Bibby-Sle-Croix B-5001 Tyler > O 58 V b I- ZF5 L� Gale valve box, screw type, �� No. < 24' - as j3 � O p, QK No. 60 ad 4 adZ O 0 M1 as w� No. 58 14" 3Fwaa IN o No. 59 20" d Bibby -Ste -Croix VB520 No. 57 S G<wJ iOmalZ O J O VB521 No. 58 14' uu . Steel With Protective VB522 No. \ 20' V N�U4 J d No. 60 Z < m m OQY I xf° Z!2 -x U � '%YOU .S'L ��moa cL E z Gate Valve Adapter. <a< � m<,Lc i BO OM Of i rJirwnSOf Ch 0 j No. 6860 65" m.=W Mueller No. H-10361 2 7 Muellar or American Bibby -Ste -Croix No. 4, 0m 60" S j.ja1RJ'VIONWJ U'Oul S>Nry K� Ja Q In �' 2W W 6 Jq,48"W Conforming to AWWA Valve and o aK0120nIn oz Z a m il With All Stainless BASF section 2.030 O Vy' f l/ m ea' 0, �Y W N UU rJr, 8) 'n Op VV<1I +lit W RF_ Ofxpo . aFo YJQ) �Oa� 2NNF aprok'a� rc .m. C W�mm op ZJ 'tj'ya' Q V\O� p�a�ZOO )J m Z 0 U- o 0 i J a � Z < a ora x d 2 2F zrc a T J z �OOyL �oQOFm ur F _ - pp j2�V1Y�� z Azar i-aLtr� imw Nam«xaa YZJW C. BE a. ii KJ al ll<c: ap:Ja' Y<¢ �L�aYwl <✓im p i.<a :rM*0Fb, xrZ z 11wsnD TYPICAL HYDRANT INSTALLATION REVISEo:3 ore ENGINEERING DEPARTMENT "N0': 1004 FILE NAME G G ECS 1004 Manhole Costing and Adjusting Ring (See Plate 2110) Provide I&I Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps shall be Neenah R -1981J, 16' on center. o Steps Shall be on Downstream Side Unless Pipe Diameter is a 18" or Larger 62 tx All 'pints in manhole to have 'O"ring rubber gaskets. Infi-shield external seals as required by the Engineer. A Maximum of 2 Short Manhole 4'-0" Risers to be Used Directly Below Cone Section Pipe shall be cut out flush 5„ with inside face of wall. • Kor-n-Seal required. Precast Inverts Must be 1/2 of Pipe Diameter and Benches SECTION VIEW Sioped 2" Toward the Invert Minimum thickness of precast base is 6" for 14' deep or less, and increases 1" In thickness for every 4' of depth greater than 14'. NOSE 1. Kor-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on Inside and outside. 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign (MH) shall be installed next to the manhole. UROF STANDARD 1 MANHOLE REMSE0'~09 ENGINEERING DEPARTMENT PLATE No.. 2101 FILE NAME` Q 101 C SPECS 25"-.5" ice -, 1.5" BIT. WEAR I&J BARRIER � 2" BIT BASE SEE DEATAIL 2109 HDPE OR PRECAST CONCRETE ADJUSTING RINGS RINGS SHALL BE SET ON ABS - SEALANT OR APPROVED EQUAL. 6" THICK CONCRETE 27' COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAHR-1642 OR MCI# 309 AND SHALL INC %E SELF SEALING r VARIES TYPE LIDS STAMPED SANITARY SEWER OR L .STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES BIT. BASE OR BINDER MIN. (2-2") ADJ. RINGS AND° MAX. (3-4) ADJ. RINGS HDPE OR (1-2" RING WITH PRECAST CONCRETE MORTON = 0.2') ADJUSTING RINGS At BARRIER 27• 6' THICK CONCRETE SEE DEATAIL 2109 COLLAR 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 ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE. Cffff MANHOLE CASTING AND ADJUSTING DETAIL REYISTD, 2-11 ENGINEERING DEPARTMENT 2110 FILE NWE:G C SPECS 110 Call 48 Hours before digging: Twin City Area 651-454-0002 denoting curb box. GOPHER STATE ONE CALL Mn. Toll Free 1-800-252-1166 no over lop of water main. to Water Service 1"X1' Corporation Cock Copper Concrete Block Support Water Main Westwood Professional Services, Inc I hereby certify that this plan wast prepared by me or under my Re0dom 3. The copper service line between the main and curb box PP est 1212 Red Fox Rd. 4. Corporation tock to be 1" x 1" inside diameter. direct supervision and that I am a duly licensed PROFESSIONAL and all mains 12" or larger. 6. Saddles when required shall be Ford style F202 double strap. Arden Hills, MN 55112 4. ENGINEER under the laws of the State of Minnesota 07/14/10 City Review Comments W PHONE 651.288.0600 SERVICE REvlsm.z t1 01/30/12 City Review Comments 02/15/13 4th Add. Record Diego FRF N111E R ECS 1005 FAX 651-288-0659 VV / 03/15/13 5th Addition TOLL FREE 1-888-937-5150 Francis D. H 8= II, P.H. 06/21/13 Black Number Revell MEGALUG Adjust top to 3/4" below 06/21/13 17716 LOCATION WVes Wppd www.westwoodps.com PIA7E N0.. 1009 Date Lican No, grade. Box to be set to Street P - Variable 6' Metal fence post denoting curb box. Top G" painted blue. Curb box with 1 1 /4" standpipe and staflanary rod no over lop of water main. to Water Service 1"X1' Corporation Cock Copper Concrete Block Support Water Main NOTES: 1. Do not plug and of curb stop. 2. Add 6" crimped pigtail to curb stop. 3. The copper service line between the main and curb box PP est shall be one continous lets f piping. slices will not be permitted P o pP 9. P 4. Corporation tock to be 1" x 1" inside diameter. 5. Saddles required an 6" DIP or smaller mains and all mains and all mains 12" or larger. 6. Saddles when required shall be Ford style F202 double strap. 7. Stainless steel saddles required on all PVC watermain. 4. TYPICAL PLATE NI 22Q2 WATER USING A BITUMINOUS COAL TAR COAT SUPPLIED BY SERVICE REvlsm.z t1 ENGINEERING DEPARTMENT PIJ1h xa. 1005 FRF N111E R ECS 1005 H PLAN SECTION HORSESHOE DETAILS Manhole Calling and Adjusting Ring (See Plate 2110) Provide I&I Bamler on all sanitary sewer manhole (see plate 2109) Manhole steps, Neenah R1981J ar egvol 16" on center. Aluminum steps approved. Cul bell ham DIPManhole stape shall be pipped join with stainless "A so that offset vertical portion steel repair else" of cone is facing downstream. or approved equal o II pinta in manhole to have "O"ring rubber e.*at.. Infi-shield external q_O• seals a requiretl by the Engineer. Varies A Mom. of 2 Short Manhole Risers to 12•_16• be Used Directly Bel Cane Sectio X2S" NOTE, o I- pp -1 tDIP 1, Kqudn-seal manhole or approved est sectionHoseshaes 911W 2. when the manhole or catch basin I with concrete structure is constructed outside mortar on all the traveled roadway a witness ou sides (a. detoil post and sign shall be installed OBJ Hemi to the manhole. poi 1/2 Dip of pipe 3. Pipe sboll be cut Net, with inside face of wall. 4. All dog houses aholl be grouted n the held. and outside. Poly wrap ductle5 PoscasDio. of Pipe rand"beid be l& nches opetl •21'2" toward invert. 6. Precast invert Is required. 79" 7. Horizontal ductile shall be poly w aPpM. Z .. 1 bend with ba integral iA base section Minimum 14' deep of precast base 'a Ir're for 14' deep or less, and SECTION vlEw increases Im in thickness for .very 4' of depth greater than 14' deep. SANITARY SEWER OUTSIDE DROP MANHOLE REYSEo: z-oreENGINEERING DEPARTMENT NO.. 2103 FILE NAMEG. Note: CONDUCTIVITY STRAPS TO BE PLACED AROUND All BOLTS AND liffil TO WATER MAIN. "M L e-. a II =.=Fr II 1-11-1. -11-TC= I_I 1=11=R==. II All . ND 1. MMEGALUGS TO BE USED AT ALL MECHANICAL JOINTS. No. 6860 2. PLACE CONCRETE BLOCK UNDER ALL GALE VALVES CRE EHYDRANTS,CRE a 48" no over lop of water main. AND in the pipe zone, pipe bedding and backfill shall be used as shown on No. 8-5160 Provide Valve Stem Risers 3. THRUST BLOCKING AT ALL TEES, BENDS. AND SANITARY APPLICATIONS OR Least 508 of the Outside Diameter. To Within 6" Of The Surface PIPE BEDDING AT CERTAINHYDRANTS. IN GOOD SOILS If The Distance From 4. ALL n"NCS. NUTS. AND BOLTS SHALL BE SPRAYED PLATE NI 22Q2 Fll= NAMESPEcS 02 USING A BITUMINOUS COAL TAR COAT SUPPLIED BY THE MANUFACTURER. SLEEVES 5. BLOCKING AGAINST UNDISTURBED SOILS. Grade TYPICAL MEGALUG Adjust top to 3/4" below Tyler LOCATION PEV5ED:3-w ENGINEERING DEPARTMENT PIA7E N0.. 1009 F E grade. Box to be set to Mueller No. H-10361 DadgLea FM n Prepared for Fol H Chanhassen Dfawm cm Re=d onnrtim by/daft 1M DROP LID "DYER Tyler Material, Compacted to No. 6860 Proctor Density 7.S' Minimum cover required Mueller 48" No. H-10361 over lop of water main. w --w Bibby -Ste -Croix in the pipe zone, pipe bedding and backfill shall be used as shown on No. 8-5160 Provide Valve Stem Risers SECTION JOINTS ON be accordance with MNDOT 3149.2H course filter aggregate. SANITARY APPLICATIONS OR Least 508 of the Outside Diameter. To Within 6" Of The Surface PIPE BEDDING REWIRED BY THE ENGINEER. IN GOOD SOILS If The Distance From "0'1-10 ENGINEERING DEPARTMENT PLATE NI 22Q2 Fll= NAMESPEcS 02 The Top Nut Of The Valve To The Surface Is Greater Than 8'. Grade )Q Adjust top to 3/4" below Tyler No. 6860 26" grade. Box to be set to Mueller No. H-10361 26" provide 12' of adjustment. Bibby -Ste -Croix No. V8502 27" Tyler No. 6860 Mueller No. H-10357 EXTENSION SIGN Bibby-Sle-Croix B-5001 Tyler No. 58 14' Gale valve box, screw type, No. 59 24' 3 piece. 5 1/4" shaft, size No. 60 G box, 7'-6 extended, Mueller No. 58 14" ly6 round base No. 59 20" Bibby -Ste -Croix VB520 No. 57 9" Gate Valve Adapter: 1/4" VB521 No. 58 14' Steel With Protective VB522 No. 59 20' Coating, 1/2" Rubber VB523 No. 60 26' Gasket Installed Between The Gate Valve And Gate Valve Adapter. BO OM Tyler No. 6860 65" Mueller No. H-10361 65" Muellar or American Bibby -Ste -Croix No. VB516 60" Flow Control 60 Resiliant Wedge Valve Conforming to AWWA Valve and Box to be C-515-80 Standards plastic wrapped per With All Stainless BASF section 2.030 Steel Nuts &Bolts. 18"X18"XB" Concrete Block TYPICAL GATE VALVE 1�L1Rn AND BOX INSTALLATION REARED: 2-09 E REARED:NGINEERING DEPARTMENT PLATE NO 1006 NWEG: C51C0e "1/1 BARRIER' INNER MANHOLE RING SEAL AS MANUFACTURED BY "STRIKE PRODUCTS" OR APPROVED EQUAL PRECAST, BLOCK, OR BRICK MANHOLE CONE CORBEL FRAME AND COVER 1- - HDPE OR PRECAST CONCRETE ADJUSTING RINGS 27" MASTIC SEAL BETWEEN FRAME AND STRUCTURE 4 NOTE& 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 MORE THAN 5 RINGS OR NO RINGS 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. QPIOF I & BARRIER ilEN1sFD:1-1a ENGINEERING DEPARTMENT PLATE It 2109 RIE NAME:G: SPECS 2109 NOTE, I- V Grate Shown 2- VB Grate Shown shall be used at all low points. Face of Curb on Direction of Flow PLAN Calchbosin casting and grate Neenah R3067 -V or equal Grate to be 2" below 3" radius curb has. gutter grade. 5' transition curb on each side of catchbasin. Precast concrete or HOPE adjusting rings. Top of Curb Varies Minimum of 2-2", 6 1/2" maximum of 5-2" Varies concrete adjusment 24' x 36" rings allowed with 1/4"- Precast 5• 3' minimum to 1/2" bed of mortar between each and a 3" Grout 6" thick concrete collar on the outside. 6"Min. base Doghouses shall be 5rted on both the mHoude and outside. SECTION NOTES: 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. MI= ISTORM SEWER CATCH BASIN 2' X 3 RECTANGULAR REVISED: 2-10 we PLATE MO.: we ENGINEERING DEPARTMENT 3101 FILE NAME G G SPECS 3101 FINAL GRADE • - - ... • . • , - . • ' , b TRENCH w o < > MINIMUM ¢ SAND FILL -�3" MINIMUM -- - RIGID STYROFOAM ^SAND FILLINSULATION VARIES NOTE: PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIHLD. INSULATION SHALL OVERLAP AT SEAMS BY MIN. 12". COVER OVER PIPE - a WIDTH OF INSULATING BOARD - b 5' 5- 6. 3' QfIOF INSULATION DETAIL REvlsm.l to ENGINEERING DEPARTMENT PUTS 2205 FILE NAME, -CAENG\SPECS\2205 Compacted Normal Fill Material, Compacted to 958 of the Standard Proctor Density d \ 48" Natural Ground to pipe INR -SHIELD EXTERNAL SEALS 1. When existing soil conditions are not acceptable e for backfill and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown on AT BARREL AND CONE 2. A soils engineer will be required to determine the depth of the pipe SECTION JOINTS ON be accordance with MNDOT 3149.2H course filter aggregate. SANITARY APPLICATIONS OR Least 508 of the Outside Diameter. APPROVED EQUAL AS PIPE BEDDING REWIRED BY THE ENGINEER. NOTE& 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 MORE THAN 5 RINGS OR NO RINGS 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. QPIOF I & BARRIER ilEN1sFD:1-1a ENGINEERING DEPARTMENT PLATE It 2109 RIE NAME:G: SPECS 2109 NOTE, I- V Grate Shown 2- VB Grate Shown shall be used at all low points. Face of Curb on Direction of Flow PLAN Calchbosin casting and grate Neenah R3067 -V or equal Grate to be 2" below 3" radius curb has. gutter grade. 5' transition curb on each side of catchbasin. Precast concrete or HOPE adjusting rings. Top of Curb Varies Minimum of 2-2", 6 1/2" maximum of 5-2" Varies concrete adjusment 24' x 36" rings allowed with 1/4"- Precast 5• 3' minimum to 1/2" bed of mortar between each and a 3" Grout 6" thick concrete collar on the outside. 6"Min. base Doghouses shall be 5rted on both the mHoude and outside. SECTION NOTES: 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. MI= ISTORM SEWER CATCH BASIN 2' X 3 RECTANGULAR REVISED: 2-10 we PLATE MO.: we ENGINEERING DEPARTMENT 3101 FILE NAME G G SPECS 3101 FINAL GRADE • - - ... • . • , - . • ' , b TRENCH w o < > MINIMUM ¢ SAND FILL -�3" MINIMUM -- - RIGID STYROFOAM ^SAND FILLINSULATION VARIES NOTE: PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIHLD. INSULATION SHALL OVERLAP AT SEAMS BY MIN. 12". COVER OVER PIPE - a WIDTH OF INSULATING BOARD - b 5' 5- 6. 3' QfIOF INSULATION DETAIL REvlsm.l to ENGINEERING DEPARTMENT PUTS 2205 FILE NAME, -CAENG\SPECS\2205 Compacted Normal Fill Material, Compacted to 958 of the Standard Proctor Density III iI 1I _ Varies I ( > Shaped Natural Ground to pipe NOTES: 1. When existing soil conditions are not acceptable e for backfill and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown on detail plate 2201. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. 3. The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 508 of the Outside Diameter. Q�OF PIPE BEDDING IN GOOD SOILS RCP & DIP "0'1-10 ENGINEERING DEPARTMENT PLATE NI 22Q2 Fll= NAMESPEcS 02 Compacb Baekfill 12s + + # # # 4 4 + + 4 + + # # + + } F r r + + + + + + + + + + + r + + + + + + + + + r mbe ++ #+4 4 + « 4 # # #Edment+ + Material }+#++ 95gr ++} 6" + 4+ + «+ 4 ++++++ Foundation- If Re Lined (see Note 1) .4444 "Be" Denotes outside diameter of pipe NOTES: 1. A soils 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 3149.2H course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.28 select granular borrow with 1008 passing a 3/4" sieve, and less than 108 passing a NO. 200 sieve. off �OF PIPE BEDDING FOR P.V.C. PIPE RLVLcmr 2-10^ ENGINEERING DEPARTMENT PUTS tn_ 2203 City Project # 10-xx Residential Development Partners, LLC One Corporate Center III, Suite 300 73M Metro Blvd Edina, Minnesota 55439-2302 Use MNDOT 3149.2A - Granular Borrow VARIES Use MNDOT Filter Ag H Course Filter Agg. (Pipe Foundation Material Required) if The bottom of the trench shall be shaped to fit the pippe barrel for at lent 508 of the outaid. diameter Pipe Dia. x 0.5 Min. "Dia" Denotes outside diameter of pipe NOTES. 1. When existing soil conditions are net acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. 1it � itof PIPE BEDDING WMu�luWl IN POOR SOILS REVISFD:1-to ENGINEERING DEPARTMENT PtAIE NO 2201 Flt= FUME:G: G SPECS a1 O O =w N< 1" CORPORATION STOP \ m z � PLUGGED END/ WATER MAIN AFTER MEETING TEST REQUIREMENTS THE AIR BLEED LINE SHALL BE DISCONNECTED AT THE PLUG WITH NO ADDITIONAL COMPENSATION. �tAfor AIR 1�snualum BLEED DETAIL REVISED: 2-0 ENGINEERING DEPARTMENT PIAIE Ha FILE NAME; 0, G SPECS lone 1 003 CONTRACTOR: BURSCHALE CONSTRUMON RECORD DRAWING 477-1 ADDMON CONFORMING TO CONSTRUCTION REC DS BY Jerrod McCarty DATE 02/15 13 WESTW000 PROFESSOVAL SERVICES MINIMUM 6" OF - COMPACTED SAND TRANSITION m SPECIFIED J ONE PIPE LENGTH DEPTH (TYPICALI. INSTALL VERTICAL BENDS WITH MEGA LUGS AS REWIRED. WATERMAIN UNDER STORM SEWER SEVER 3' STYROFOAM INSULATION U91L: INSULATION AND COMPACTED SAND SHALL EXTEND 17" PAST OUTSIDE OF PIPE INSULATION STALL OVER LAP AT JOINTS BY MIN. OF 12" 41111OI WATERMAIN/STORM SEWER CROSSING 0 am= :2-10 1ENGINEERING DEPARTMENT PLATl 2204 ME: G:NENG\SPECS\22nI The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Minnesota Construction Details 20101049DTF01.DWG c2010 Westwood Professional Services, Inc. MRIPRAP At ��• �•1 • • PLAN RIPRAP REOUIREMEtLM NITS A•1 PIPE DIA. RIPRAP REQUIRED - FILTER REQUIRED .. RAP AND TO e CY CL.3 LAYERS OF •, TO OR EQUAL 54" AND UP 62 CY and up CL.4 (One cubic yard is approximately 2,800 1 2' RIPRAP Granular •• 60 SECTION NTS _L RIPRAP �.�.{il�� • saw Granular Filter ;:... 1 BANDOT 3601.213) SECTION NTS RIP RAP DETAIL • t • NOTE: Sum-aun able Curb & Gutter to be transitioned into a 8618 type at cutchbio.n. <^+� s LWOR, aor e -V & Grate ' Catch,y 3fSti/ Ngenah li- or CIS ff VB Grate. 00000000 4 000000000 5 �la /qA� I� FORH DROAINAGE 60' R DIUS /'b 60.25 - A > /. T 0 NOE .•' / '� asin to be depressed / e. �Sbelow design gutter hoe grade. below A ey Neenah R-3shall be used F tat all low points. $,K i -5 Cs .. Surmountable Concrete Curb & Gutter 2-$4-60"Long Rebars Each way ISOMETRIC No Scale R � `0 5' Min. Transition 5' Min. Transition o w e `o Top of a ELI 2" Curb w w ELEVATION OF RAMP g a 10' 9' Q 1/2 INCH PREFORMED JOINT RULER MATERIAL, PASHTO M 213. © WEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 46" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSNG SHALL M CUT THROUGH THE MEDIAN AT STREET UVEL. © 6" TO e• IS THE REWIRED OFFSET OF TIE TRUNCATED DOME AREA FROM THE FRONT FACE OF Design gutter line grade J 2-W4- LONG Rebars60" Each way Frame &Casting SECTION A -A No Scale 91179CURB SURFACE APPLIED TRUNCATED DAMES OR STAMPED CONCRETE WILL NOT BE ALLOWED. ,1��yp�••p� CONSTRUCTION Smsl•1ou AT CATCH BASIN REMSEDO-10 ENGINEERING DEPARTMENT PUTS MO.: 3106 FILE NAME G: SPECS 3108 PATE ND.: 521 5 SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDill DESIGN L040S ,g uAu u OF rra, IFR Fe re. ALLOwA9T AXLE wxxlr uM0 N/A Ass ...."+.' x + o1.s-CIE aunr..snow R/A X cnf isH waWUMPTWEa10W1TRrn Ay", dM)ai•]e", WAaM MPf1ar NV1E S•A a3 • 13' 1eV MODEL#CG23 DEFLECTOR AAFE OIERfIOW I - C gil OF FRIER ASSEMBLY OIEAfIow 2 - TOP 1F CURB LO' FRIER A45Eifa.Y CLWB CG -23 MIGH-FLOW MCN -ROW FA8R1L' NOTES, 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER 15 CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. Wood Posts CATCH BASIN No. 2 Gmde SEDIMENT TRAP REVISED' i -lo ENGINEERING DEPARTMENT PUN All 5302A FILE NWEG 0 SPECS 5302A . Westwood Professional Services, Inc. 1212 Red Fox Rd. Arden Hills, MN SS112 PHONE 651-288-0600 FAX 651-281 �'+_,• TOLL FREE 1$88-937-5150 Westwood www.westwoocips.com See City Plate No. 3107 for riprop placement. Tie last 3 pe "P joints. - Use 2 tie halt fasteners per joint. Install of 60' from top or bottom of pipe. ISOMETRIC NTS NOTES: 1. All Reinforced Concrete Aprons shall be furnished & installed without Trash Guards 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from apron. 3. All new Reinforced Concrete Aprons on existing pipe shall be tied to the first pipe adjacent to the apron. FLARED END SECTION REVISED: 2-10 PATE No.: ENGINEERING DEPARTMENT 3108 FILE NA•E:Q CS 3106 RARE i0 PATCH 50x-605 OF MOM OF WALK n BASE DIAMETER ' MIxIwA -__n a.M.H LWOR, BACK OF CURB o \1S DOME SECTION 00000000 4 000000000 0 "wBO �la /qA� I� FORH DROAINAGE 60' R DIUS /'b 60.25 - FRGIT FACE 3" fi�=,-' OF CURB v 4 MN 6 1 5/8"-2 3/e 00000 A -J op0000 PLAN VIEW OF DIAGONAL RAMP 15'1°•(""') 6 /e•uIN. /6•YIN. DOME SPACING CURB &CUTTER 4 4 O Cs -5 Cs .. i z.OB I'll OR FLATTER® � SECTION A -A 1 SECTION A -A 4.1 perInConcrete 0.011 FT.O.SUOPE OF FLARED SIDE. (IF ; a EXISTING gTWS DO NOT PERMIT. MAV 5' 4' USE 010 FT /f T.- 0.06 FT /FTSLOPE ) 6' S' __....._.. .. ....aboos ,:_ 7. e. B' T ELEVATION OF RAMP g a 10' 9' Q 1/2 INCH PREFORMED JOINT RULER MATERIAL, PASHTO M 213. © WEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 46" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSNG SHALL M CUT THROUGH THE MEDIAN AT STREET UVEL. © 6" TO e• IS THE REWIRED OFFSET OF TIE TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB. ADA REWIRED TRUNCATED WME AREA SHALL BE 2' 0" OUT IN DIRECTOR OF TRAVEL AND SHALL EXTEND THE NLL WIDTH (4' 0• TYP.) OF THE CURB RAMP. THIS 2' 0" BY 4' 0" WIDTH (TYR.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (GNAT) MEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTRE TRUNCATED DOME AREA SHALL BE A DARK COLOR (GRAY) WEN ME ADJACENT SIDEWALK IS A •WHITE• OR LIGHT GRAY CEMENT COLOR, SURFACE APPLIED TRUNCATED DAMES OR STAMPED CONCRETE WILL NOT BE ALLOWED. TRUNCATED DOME AREA SHALL BE NEENAH DETECTABLE WARNING PLATE R4984 THAT MEETS THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING SYSTEMS, 1dIlOP PEDESTRIAN PRAM THE Door OF THE RAP, MUCTARE VAMllM AREA SHALL CON OW UIS AULLy SIT✓ THIS A1AMUHT LATTER, ROAPABI, CP OLARAY, CURB RAMP ' 1-10 ENGINEERING DEPARTMENT PATE ND.: 521 5 FlLL B,7 c SPECS s2,s SPE YBEAT1of1 STAfaIARD -- DEPARr1EM OF TRANSFORMATION 2'-0" 4'-0" 2'-0" 1/2"x6" Galvanized Bolts with Cut Washers (Carriage, Hex. or Sq.) PEDESTRIAN CURB RAMP 25'1 E A '-3 1/4" PERPEIOICIAAR DESIGN nNpminol a..8 _0_2'-2. No. 1 MIN. Grade Lumber E Ex. Ground Fla APPROX. N Treated Wood Posts 4"x4" . 8'-0" No. 2 Gmde Lumber or better NOTE The barricade board face surfaces shall be fully reflectorized in alternate silver -white and red striping, using a reflective sheeting conforming to the requirements of MnDot Spec. 3352.2A2a, Standard No. 1. Prior to installing the reflective sheeting, the barricade boards shall be given o complete coating of White Wood Primer paint conforming to MnDot spec 3513, followed by a second coat of white paint conforming to MnDot spec. 3531 applied only to the surfaces not covered with reflective sheeting. The barricade boards sholl be completely painted and reflectorized sheeting applied before being installed on the posts. The barricade shall be placed 10'-0" from end of bituminous road, barricades to be centered on the roadway. to be facing trofic flow. Barricades to be installed in accordance with the Minnesoto Manual on Uniform Trafic Control Devices. MIN TYPICAL BARRICADE REVISED, 1-10 ENGINEERING DEPARTMENT PLAN 5244 FlLE NAME: F. SPECS 5244 I hereby certify that this plan was prepared by me or under my direct supervision end that I am a duly licenxd PROFESSIONAL NOES. 1. Grates to be mad. in (2) pieces 2. All metol shah be hat-dipped-,dwnized Hae Structure R"uYee (2) - Piece Gate Per drawing Saw Pl�efar ., H.W.L. Hae MIT oath Bar - O 4" o c. each way See Detail A -A r57.0 O.D. 1 1/4•.1• Flat Steel. (4) 1/2" 0-13 UNC Hex Head Stainless Steel Bolts With Nut. and Washes '012' HIAL mel NOTvo. 1. Standard to. bedding ..,M[red m both inlet & outlet pipe.. 2. Tie IoM three pinta. Use two tie bat fasteners per joint. QIIN I POND OUTLET CONTROL STRUCTURE REVIsmn-10 MAN ICI.: FILE NAME Q 3,09 ECS ENGINEERING DEPARTMENT 3109 A7 A-] ' MIxIwA -__n a.M.H LWOR, I -6 CROP 0 "wBO �la /qA� I� FORH DROAINAGE 60' R DIUS /'b 60.25 - FEEEET S R xP' 10-1020 X 25 FEET FROM FACE or aMa Ar PLAN VIEWS 1. OR 1. a'MIN. wRa AM w1TlR Ri Mai ...... R@rr./HT. WY.0 A.r CONCRETE apo. (TJ(T.M fL1TTiG� Q SECTION A -A 2.19 IT1.MA�rtnfT. w.N1 4.1 perInConcrete URBAN 60' RAD. 45,5' RAD. RURAL 60 RAD. 40. RAD.' YM n D�RBC VAR. ELEVATION NOTES. TO COVL) BOTH THE AMERICANS WITH! aMMUTIM ACT IAM. NA STATE ALa1CR9 ARE REWIILEa TO MUM THIS STA DOOM PLATE. MAIfICAURNS ARE hL . FROMM THEY MEET PARIS RILPS-cr-.AY AUESSIBILIT, NOTT E; WRPxAP. LOCAL AaRCPS ARE PEWflSD TO ADOPT SMRAR DEMI UPAM-OSE "PAS SHOLL AW D MPHR E eAlw .." TRIC ENTRA, wCrMW PATH Rlex 1. PAT. CROSSES A Pa.. CEIDE'd LL .FBARMS 42 MT M BE USED M S ILKS OR.PATIe 11101 M NC ALEY; 0 RESIDENTIAL DRININAM EETECTABLE W A xM E P R P ES 3 WIVEMPYS Tar' RE %10V (O TIM T C MR. VTCES 0 InePE Si.MH Wr ORA` COwE114.SL W flA(R W DC . a ARE .A SL LME A P.9,Ic ro Usy ZD (ME OE PISS UNED 0 PDT. AS ABYRYR fLCVAIKe a1ffFPEMF PDT tiENGTN D( 1811 IAS aPPDYll TO A PCLAIryE SLOPE xPN RESPECT i0 Acuse ARE Dup A pWB cu aP CIRB NETS S. AL A NO SIgLL iIXF5.;1aN POSTS. [ABBEZ; p1 aTNCP OBSTRLCjIG15 MF_-iLLBiFS W THE PAM vel PATH OF 1RAVEL. D'a-boi CWAREIne .WW1. If2Y1O1 PRETSNKD .LOIN, .RIFF undo L. A 9a K . (D PROM A 4' X M WMM twwcw. YE PL a req PROPOSED RBMRM SLOE Ala CROSS SLOM HOURS OF WREA WY EXCEL Aar MITT. AS COMM UCTES, PLACE TK TEMANT RAwM65 AT THE KICK of PW. "A TME TESECTRIU XMNPgC O M IM SYSTEM A A .lb RESTAWLE PLACM oT IMA BACK OF A RADIA COM 10B. HAM news THE CM 10 1U. THE BAP. LEiECTABLE IA.. Ma A: SHALL BE 2' M a.IN UK MEUIW RPPEMIIYx4? To THE WNC M AW sMyl EZTEM TME PUL MMK Co THE CIM RAMP. RMRE ARllAt wAPTIDA" 4a6%ES ARE OPRIM OR W OTHER CIRCUBSTANC(S WIRE THE ENE OF THE MALBWIC OdeACE M MT PAR4LEL 1 THE L&KE G THE CIMS RAW PATH OF TRAVEL THE EM OF THE DETECTABLE VAPo MARFACE SHWA 4LER HE VIAE THAN 3 IMREH PRAM THE Door OF THE RAP, MUCTARE VAMllM AREA SHALL CON OW UIS AULLy SIT✓ THIS A1AMUHT LATTER, ROAPABI, CP OLARAY, EITHER Llar OR DARK OR VARK TR LICHT. CGHIAAST MAY BE PKAURAD ON THE TULL RW 4RFAM EACUAIM THE FLAM SUES. SO... M 1. RIW .1 wT E.CECo o.ox 11.11. As EowmMOrA G AY w TMC LID THAT CCURS, AT THE sow LIKE wY ITS• BE GREATER THAN 1/4 B1aL APMNv® MARCH 2],201, Y STATE OF S6TA SPE YBEAT1of1 STAfaIARD -- DEPARr1EM OF TRANSFORMATION REFERENCE CHET PurE W. QIIu PEDESTRIAN CURB RAMP 25'1 7036G ;tai[ DEE G1 PERPEIOICIAAR DESIGN REVISETY. 1-1D ¢^ 4" 5 FT. MIN. LENGTH POST AT 6 FT. MAX. SPACING GE TEXTIE FABRIC q PLASTIC 21P TES 'WIDE 5 FT, MN. LENGTH POST AT 6 Fr, MAX. SPAONG MOT XTLE FABRIC 36" RADE MASTIC ZIP TIES (Saw iEN9LE)RENCH.8MILL LOCATED IN TOP e" �36' (ISO � 1FJ19LE) LOCATED BeM TCP e" FAR ANCXORpL£ PATH TANPED TWE COMPACTOR ZONE ' NiATURMI GLOW FLOW Row a' OFF. Sas T 6"YIN, MACHINE SLICE n 8" - 12'• DEPTH C. SILT FENCE, HEAVY DUTY SILT FENCE, MACHINE SLICED 1 2 1 2 FABRIC 1- N 0, FLOP LLw r 20 0? � m 6' � cow N. SILT FENCE, PREASSEMBLED 1 2 BACKFILL T FENCE TO BE PLACED CONTOUR. SEE SLOPE GRADE D LENGTH CRITERIA B OW _..ITL F SLOPE U11 OF SILT FENCE 77 REVISED` 1-10 ENGINEERING DEPARTMENT PIAN ND'L 5300 FILE NAME G: CS 5300 ENGWEIER under the laws of the State of Minnesota 07/14/10 City Review Comments 01/30/12 City Review Comments V•J�lgaw` 03/20/12 City Review Comments and 3rd Addition Record Drawings 02/15/13 4th Add. Record Dwgs Francis D. Hagen II, F.B. 03/15/13 5th Addition Date 06/21/13 Lienee No. 17716 06/21/13 Block Number Revisions NOTE: MINIMUM OF 9 11 CL 5 UNDER ALL CURB & GUTTER SLOPE GRADE MAX LENGTH 1/2"r SSS AN 2% 100 FEET slope 2 % 5 �la /qA� I� FORH DROAINAGE 60' R DIUS /'b 60.25 - FEEEET unTF< 285'52'50" PRC 10-1020 X 25 FEET SILT FENCE PER MNOOT SPECS, SOURCE 2005 GREATER THAN 20% 15 FEET SSPECS. 2573 & 3066. LE CIRCUM 45.5' RADIUS=285.88'/360' LOCATION OF SILT FENCE D To Protect Area From Sheet Flaw lope FOR SEDIMENT CONTROL Z Maximum Contributing Area: 1 Aae 4.1 perInConcrete URBAN 60' RAD. 45,5' RAD. RURAL 60 RAD. 40. RAD.' 1.30S Curb and Gutter 1. KILL DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB. VARIABLE SILT FENCE NEAR TOE OF1. TYPICAL SLOPE OUTSIDE OF CUL-DE-SAC CONSTRUCTION LIMITS ENGINEERING DEPARTMENT N12 oar Qse Only with Private Driveways, LOCATION OF SILT FENCE TYPICAL COLLECTOR RADIUS - 30' FOR PEREMITER CONTROL U11 OF SILT FENCE 77 REVISED` 1-10 ENGINEERING DEPARTMENT PIAN ND'L 5300 FILE NAME G: CS 5300 ENGWEIER under the laws of the State of Minnesota 07/14/10 City Review Comments 01/30/12 City Review Comments V•J�lgaw` 03/20/12 City Review Comments and 3rd Addition Record Drawings 02/15/13 4th Add. Record Dwgs Francis D. Hagen II, F.B. 03/15/13 5th Addition Date 06/21/13 Lienee No. 17716 06/21/13 Block Number Revisions NOTE: MINIMUM OF 9 11 CL 5 UNDER ALL CURB & GUTTER 6" 1 Distance to rL variable 1/2"r 3"r 1 /2"r Top Bituminous Material slope '0 3 4er it �la /qA� I� FORH DROAINAGE 60' R DIUS /'b 60.25 - r N MnOOT 6618 Concrete Curb and Gutter 285'52'50" PRC 6"1 Distance to CE variable 1/2"r "r 1�2"r Top Bituminous Material CIRCUM 45.5' RADIUS=285.88'/360' � I �b hIn \��Un Hit �\ lope STANDARD CUL-DE-SAC x Y. 4.1 perInConcrete URBAN 60' RAD. 45,5' RAD. RURAL 60 RAD. 40. RAD.' 1.30S Curb and Gutter 1. KILL DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB. 2. PLUS 6' GRAVEL SHOULDER. (RURAL) A 1' TYPICAL 111611=11 CUL-DE-SAC REVISED, 1-10 ENGINEERING DEPARTMENT N12 oar Qse Only with Private Driveways, RLE LAVE: G: G SPECS 5205 TYPICAL COLLECTOR RADIUS - 30' Parking Lots, or Medians. 28"R HYDRANTFILTER 12"R 16" Top Bituminous Material 1"-2" CLEAN CRUSHED ROCK 68"R iN v \N l N •.. O 1/2 (SHOW SKETCH WITH TIES HERE) ORh'n041 6"MIN.DEPTH FOR ROCK 10"MIN.DEPTH FOR WOODCHIPS ROC OhiA, 4" S ,R1 O6' M NTM�M 18" MINIMUM CUT OFF BERM i0 TO MINIMIZE RUNOFF FROM SITE 17 1/2" 101/2" Surmountable QIIu Concrete Curb and Gutter 28" CONSTRUCTION TYPICAL CURB ENTRANCE REVISETY. 1-1D ¢^ 4" 1/8"r Bituminous Surface Bituminous Curb •T 6" Shoe Formed N1 FILE NAl0: G sPEEs s2o4 TYPICAL CURB �W��I�N•pp� 4a�lrlualLlall AND GUTTER REviSED: 3-10 ENGINEERING DEPARTMENT PIAN N0'` 5203 FU NAME:Q CS 620.5 X Y .227.02'- PPO CITY OF CHANHASSEN I'd/ � - �la /qA� I� FORH DROAINAGE 60' R DIUS /'b 60.25 - � N CURB AND GUTTER 7 � le 285'52'50" PRC SLICED WOVEN AREA INLET WITH LTO 40 6_0.25'__ CIRCUM 45.5' RADIUS=285.88'/360' � I �b hIn \��Un Hit �\ I �J STANDARD CUL-DE-SAC x Y. COM. ND. 60' RAD. 48'. RAD. URBAN 60' RAD. 45,5' RAD. RURAL 60 RAD. 40. RAD.' NOTE: 1. KILL DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB. 2. PLUS 6' GRAVEL SHOULDER. (RURAL) ON TYPICAL 111611=11 CUL-DE-SAC REVISED, 1-10 ENGINEERING DEPARTMENT PIAN No., S2OS RLE LAVE: G: G SPECS 5205 TYPICAL COLLECTOR RADIUS - 30' Depth at P.L. 6" height HYDRANTFILTER F ONp PUe�IC 1"-2" CLEAN CRUSHED ROCK /`SO CURB N / C)� ti (SHOW SKETCH WITH TIES HERE) ORh'n041 6"MIN.DEPTH FOR ROCK 10"MIN.DEPTH FOR WOODCHIPS ROC OhiA, 4" S ,R1 O6' M NTM�M 18" MINIMUM CUT OFF BERM i0 TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE: ROCKII FlOLT,TO, MUD MIGRATION THROUGH ROCK QIIu ROCK tlIlOP CONSTRUCTION TYPICAL CURB ENTRANCE REVISETY. 1-1D ENGINEERING DEPARTMENT PIAN NO.: 5301 F1lE NMAEG G ECs 5301 r l0" AGGREGATE BASE MNDOT SELECT GRANULAR BORROW COURSE FILTER AGGREGATE MNDOT 3149.2H 12" DEEP r-LZRIWc .v CLAY S 4" PERFORATED PIPE GEOTEXTILE WRAP (3733, TYPE 1) TRENCH DETAIL Perforated PVC, or Dual Wall smooth interior corrugated PE pipe. 6" CONC, OLLAR PIPE DETAIL GROUT AROUND DIES PIPE 1. CLEANOUTS REQUIRED AT 300' INTERVALS & ALL ENDING POINTS. 2. SWING TIES TO BE SHOWN ON AS-BUILTS FOR ALL ENDING POINTS TO ALL DRAIN nLES. 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO BE FABRICATED OR CORE DRILLED. 4. THIS DETAIL TO BE USED MEN 2' OR MORE OF EXISTING SOIL SUB CUT IS NECESSARY. 4" SUB -SURFACE DRAINTILE RFLISFI} 3-09 PLATE ND.: ENGINEERING DEPARTMENT 5232 N R-4342 GRATE OR PPPROVED EOL& CONIC ADJUSTING RINGS (2^) MIN. 2 MAX. 4 MIN. 1/4' YGNTAR BETNEEN MORTAR HALL & SIR nDOT . MORTAR SHALL MEET MnDOT SPEC 2606.28. NOTE: RDNFO9GNG TO CONSIST OF R4 EARS AT 6. O.C. BOTH WAYS WALLS TO BE PRECAST SECTOR OR GONG. SEWER BLOM -PRECAST OPENING AS REWIRED CA H A51N 27" DIA.) { ) DESIGN SPECIAL 2 �QIpI�U•P•p� I TYPICAL 27" DIAMETER 111 CATCH BASIN RLVIfiED: z-10 ENGINEERING DEPARTMENT MN N0i 3103 FILE NAYS G SPECS 3103 CITY PROJECT NO. D CITY OF CHANHASSEN F • K R 7Q,[-7 Y:!t �Y •' 4 •T L•Y � � � Y v Le1Tl •' o a -it�i • . • •t w. a SPECIFICATIONS.• - • • SLICED WOVEN AREA INLET WITH MONOFILAMENT, 36" WIDE P.C. WITH •STRENGTH PLASTIC ZIP TIES PER • SLICED) N400Pigp oda a4R F•waoN 111 ..a oog4 A xaaAR•maux.R...... of q..V 41 NA. KATAggqKOAFATUTi�a .p4.i . gggU o RUNOFF _� • • -♦ • a Prr SI, ' P¢I- • Ice_, Jr2 CATCH BASIN IN RADIUS O� OFFROAD P BARRIER B618 CURB ti Depth of P.L_ & GUTTER d 10' SURMOUNTABLE -III-) I I -III (-III-III- TRANSITION CURB & GUTTER A A TYPICAL RESIDENTIAL RADIUS - 20' VARIABLE TYPICAL COLLECTOR RADIUS - 30' Depth at P.L. 6" height HYDRANTFILTER VALVE :. 2"drop L 10' long transitional height curbing' 4= height SLOPE TO RO AY CURB 4" CLASS 5 BASE (SHOW SKETCH WITH TIES HERE) 7" ., 1, TYPICAL 6" THICK CONCRETE , 2. USE 8" THICK FOR COMMERICAL DRIVEWAY CROSSING. 3. JOINT SPACING AT 5' INTERVALS- EXPANSION JOINT SPACING AT •• 711" TMNDOT CONCRETE 8618 CONC. C& G SURMOUNTABLE C& G SECTION A -A tlIlOP ME TYPICAL CURB 2. CLEAN OUTS SHALL BE SPACED AT 300' INTERVALS (MAXIMUM) atmetme Such as bURSng a ers wive hexes, monwaes corm boslre nydnaMa etc Tea m trees pow.r po-, cul RADIUS REVISED. 1-10 =A=ENGINEERING DEPARTMENT 5204 FILE NAl0: G sPEEs s2o4 r l0" AGGREGATE BASE MNDOT SELECT GRANULAR BORROW COURSE FILTER AGGREGATE MNDOT 3149.2H 12" DEEP r-LZRIWc .v CLAY S 4" PERFORATED PIPE GEOTEXTILE WRAP (3733, TYPE 1) TRENCH DETAIL Perforated PVC, or Dual Wall smooth interior corrugated PE pipe. 6" CONC, OLLAR PIPE DETAIL GROUT AROUND DIES PIPE 1. CLEANOUTS REQUIRED AT 300' INTERVALS & ALL ENDING POINTS. 2. SWING TIES TO BE SHOWN ON AS-BUILTS FOR ALL ENDING POINTS TO ALL DRAIN nLES. 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO BE FABRICATED OR CORE DRILLED. 4. THIS DETAIL TO BE USED MEN 2' OR MORE OF EXISTING SOIL SUB CUT IS NECESSARY. 4" SUB -SURFACE DRAINTILE RFLISFI} 3-09 PLATE ND.: ENGINEERING DEPARTMENT 5232 N R-4342 GRATE OR PPPROVED EOL& CONIC ADJUSTING RINGS (2^) MIN. 2 MAX. 4 MIN. 1/4' YGNTAR BETNEEN MORTAR HALL & SIR nDOT . MORTAR SHALL MEET MnDOT SPEC 2606.28. NOTE: RDNFO9GNG TO CONSIST OF R4 EARS AT 6. O.C. BOTH WAYS WALLS TO BE PRECAST SECTOR OR GONG. SEWER BLOM -PRECAST OPENING AS REWIRED CA H A51N 27" DIA.) { ) DESIGN SPECIAL 2 �QIpI�U•P•p� I TYPICAL 27" DIAMETER 111 CATCH BASIN RLVIfiED: z-10 ENGINEERING DEPARTMENT MN N0i 3103 FILE NAYS G SPECS 3103 CITY PROJECT NO. DIAMETER ROCKr CITY OF CHANHASSEN TO BE SET AT FINAL GRADE. • K R 7Q,[-7 Y:!t �Y •' 4 •T L•Y � � � Y v Le1Tl •' V �iY fi -it�i • . • •t w. SILT FENCE - MINCOT`•�Y • s •LLL Q y SPECIFICATIONS.• - • • SLICED WOVEN AREA INLET WITH MONOFILAMENT, 36" WIDE FASTENEDMACHINE TO •• WITH •STRENGTH PLASTIC ZIP TIES PER • SLICED) N400Pigp oda a4R F•waoN 111 ..a oog4 A xaaAR•maux.R...... of q..V 41 NA. KATAggqKOAFATUTi�a .p4.i . gggU o RUNOFF _� • • -♦ • a Prr SI, ' P¢I- • Ice_, -1:131 A A SECTION k I' OFFROAD ONE PIECE PVC SDR. -35 BARRIER CLEANOUT RISER Depth of P.L_ SIZE AS PER PLAN) ) Distance Sewer Main to Riser _+_ _Riser Height _ __ 9 ht -- -III-) I I -III (-III-III- WATEI Downstream Manhole No. ______ Stn. P,L. from Downstream Manhole__+ a VARIABLE Depth at P.L. a I I I I IIII-III-> HYDRANTFILTER VALVE :. „I VARIES 5'- (SEE PLAN SLOPE TO RO AY CURB 4" CLASS 5 BASE (SHOW SKETCH WITH TIES HERE) ., 1, TYPICAL 6" THICK CONCRETE , 2. USE 8" THICK FOR COMMERICAL DRIVEWAY CROSSING. 3. JOINT SPACING AT 5' INTERVALS- EXPANSION JOINT SPACING AT •• INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE CONCRETE I, III SIDEWALK Tod by note NOTE. Location and Depta M S Ica, C.1dfied by ME r l0" AGGREGATE BASE MNDOT SELECT GRANULAR BORROW COURSE FILTER AGGREGATE MNDOT 3149.2H 12" DEEP r-LZRIWc .v CLAY S 4" PERFORATED PIPE GEOTEXTILE WRAP (3733, TYPE 1) TRENCH DETAIL Perforated PVC, or Dual Wall smooth interior corrugated PE pipe. 6" CONC, OLLAR PIPE DETAIL GROUT AROUND DIES PIPE 1. CLEANOUTS REQUIRED AT 300' INTERVALS & ALL ENDING POINTS. 2. SWING TIES TO BE SHOWN ON AS-BUILTS FOR ALL ENDING POINTS TO ALL DRAIN nLES. 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO BE FABRICATED OR CORE DRILLED. 4. THIS DETAIL TO BE USED MEN 2' OR MORE OF EXISTING SOIL SUB CUT IS NECESSARY. 4" SUB -SURFACE DRAINTILE RFLISFI} 3-09 PLATE ND.: ENGINEERING DEPARTMENT 5232 N R-4342 GRATE OR PPPROVED EOL& CONIC ADJUSTING RINGS (2^) MIN. 2 MAX. 4 MIN. 1/4' YGNTAR BETNEEN MORTAR HALL & SIR nDOT . MORTAR SHALL MEET MnDOT SPEC 2606.28. NOTE: RDNFO9GNG TO CONSIST OF R4 EARS AT 6. O.C. BOTH WAYS WALLS TO BE PRECAST SECTOR OR GONG. SEWER BLOM -PRECAST OPENING AS REWIRED CA H A51N 27" DIA.) { ) DESIGN SPECIAL 2 �QIpI�U•P•p� I TYPICAL 27" DIAMETER 111 CATCH BASIN RLVIfiED: z-10 ENGINEERING DEPARTMENT MN N0i 3103 FILE NAYS G SPECS 3103 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 DOWN& FDH 11 Prepared for. FDH H Chanhassen Residential Development Partners, LLC D,lewm CWG One Corporate Center III, Suite 300 Reams Drawing >y/date IPM 7300 Metro Blvd Edina, Minnesota 55439-2302 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota CONTRACTOR: BURSCHVILLE CONSTRUCTION RECORD DRAW/NG 4TH ADDMON CONFORMING TO CONSTRUCRON RECORDS. BY Jerrod McCarty DA 7E 02/15/13 18C8TWOOD PROFLSMKAL SERVICe8 City Project # 10-xx Latest Revision Date: 06/21/13 05/26/10 20101049DTF02.DWG Date: sheet 18 OF 18 Construction Details CITY PROJECT NO. HUB WITH THREADED METAL PLUG CITY OF CHANHASSEN TO BE SET AT FINAL GRADE. SEI ER, WATER OR c NATO SMACE (CIRCLE ONE) METAL TOP PLUG MADE OF Street Name_ MATERIAL TO ALLOW LOCATES ------------------------- - - - VIA METAL DETECTOR. Lot__ Block_ Addition FINISHED GRADE SEWER - Downstream Manhole No. ----- - Sta. at P.L. from Downstream Manhole----+_-_ Elevation at C.L. of Sewer Main--- amDistance Distancefrom Sewer Main to Cleanout °--------- R of Grade for Service to be msfa11pe ONE PIECE PVC SDR. -35 Length, Size and Type of Service Pipe_ ___ ------ CLEANOUT RISER Depth of P.L_ SIZE AS PER PLAN) ) Distance Sewer Main to Riser _+_ _Riser Height _ __ 9 ht -- -III-) I I -III (-III-III- WATEI Downstream Manhole No. ______ Stn. P,L. from Downstream Manhole__+ a Length, Size and Type of Service Pipe h, Depth at P.L. a I I I I IIII-III-> Curb Stop Carver Co. Coordinates: X______ Y Z_____ _I -I -I LONG TURN ❑ Check if Sewer Service Riser Installed T Y SOR.-35 H Denotes Sewer Service End ®-Denotes Water Service End (SHOW SKETCH WITH TIES HERE) -I I II I II I II 1 - GID SDR_ RID35 III -Ili -III _ - -II _III -I I I_I I I -III -III III -I II III III III III III III II 10' Contractor Haremon Tod by note NOTE. Location and Depta M S Ica, C.1dfied by i, SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NON-GASKETED) NOTE < Nee weal be ew.ng bee or not mese than too' in lenam eetwe«H us Points and anml be two to permanent 2. CLEAN OUTS SHALL BE SPACED AT 300' INTERVALS (MAXIMUM) atmetme Such as bURSng a ers wive hexes, monwaes corm boslre nydnaMa etc Tea m trees pow.r po-, cul ar llty boaea xil not be a cepted II o o ent s[ruclere snot ovaYble rlhn properly c R INephon o called. QPIOF SUB -SURFACE PVC DRAINTILE ,� WIN STANDARD SERVICE TIE CARD CLEANOUT REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: 5234 REVISED: 1-10 ENGINEERING DEPARTMENT MN No - 5221 OLE NWE:G: G SPECS 5234 RLE NAME O: G SPECS 5221 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 DOWN& FDH 11 Prepared for. FDH H Chanhassen Residential Development Partners, LLC D,lewm CWG One Corporate Center III, Suite 300 Reams Drawing >y/date IPM 7300 Metro Blvd Edina, Minnesota 55439-2302 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota CONTRACTOR: BURSCHVILLE CONSTRUCTION RECORD DRAW/NG 4TH ADDMON CONFORMING TO CONSTRUCRON RECORDS. BY Jerrod McCarty DA 7E 02/15/13 18C8TWOOD PROFLSMKAL SERVICe8 City Project # 10-xx Latest Revision Date: 06/21/13 05/26/10 20101049DTF02.DWG Date: sheet 18 OF 18 Construction Details THE PRESERVE A T BLUFF CREEK 5TH ADD/TION KNOW ALL PERSONS BY THESE PRESENTS. That Degler Land Company, LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot B, THE PRESERVE AT BLUFF CREEK IST ADDITION and Outlot C, THE PRESERVE AT BLUFF CREEK 4TH ADDITION, according to the recorded plats thereof, both in Carver County, Minnesota. Has caused the some to be surveyed and platted as THE PRESERVE AT BLUFF CREEK 5TH ADDITION and does hereby donate and dedicate to the public for public use forever the easements as shown on this plat for drainage and utility purposes only. In witness whereof said Deg/er Land Company, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officers this day of . 20 STATE OF MINNESOTA COUNTY OF The foregoing instrument by company, on behalf of the company. was acknowledged before me this . its (Signature) Notary Public, My Commission Expires County, Minnesota DEGLER LAND COMPANY, LLC M Its day of 20 of Deg/er Land Company, LLC, a Minnesota limited liability (Name Printed) 1, Craig W. Morse, 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 Craig W. Morse, Licensed Land Surveyor Minnesota License No. 23021 STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me on (Signature) Notary Public, My Commission Expires County, Minnesota 20 by Craig W. Morse. (Name Printed) CITY COUNCIL, CITY OF CHANHASSEM MINNESOTA This plat of THE PRESERVE AT BLUFF CREEK 57H ADDITION was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Chanhassen, Minnesota i0A COUNTY SURVEYOR, Carer County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this 20 John E. Freemyer, County Surveyor day of COUNTY AUDITOR—TREASURER, 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 20 Laurie Enge/en, County AuditorlTreasurer COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plot of THE PRESERVE AT BLUFF CREEK 57H ADDI710IJ was filed this 20 at o'clock M., as Document No. Mark Lundgren, Carver County Recorder day of CITY OF CHANHASSEN RECEIVED JUN 2 7 2013 CHANHASSEN PLANNING OM Westwood Professional Services, Inc. Sheet 1 of 3 sheets / LIJ LIJ 11� LI LI` � C � j C `C LIJ C� LIJ C LIJ Li LIJ r N01 °05'17"E 28.00 N88054'43"W 27.00 - N01 °05'17"E ; 41.00 — N88054'43"W •VV .JT TJ ►I N01 °05'1 40.00 N88°54'4. 16.72 r, pC r [ IC-\) \L' AT LCL l�I I TI Ir' i I ^TI r\LJ ri L" 'fi �� AT r'C V L- TIS A TI If\L' L7 r� r\I%� O O W O 2 LIJ 1 C� kz THE PRESERVE A T BLUFF CREEK 5TH ADDITION 50 0 50 50 150 Scale in feet Drainage and Utility Easements are shown thus: The orientation of this bearing system is based on the east line of Outlot C, THE PRESERVE AT BLUFF CREEK 4TH ADDITION which is assumed to bear N 01005'17" E 0 Denotes 1/2 inch by 14 inch iron monument set and marked by License No. 23021 • Denotes 112 inch by 14 inch iron monument found and marked by License No. 23021 R=220.0015.18 ; N01 °05'17"E ao AR -- •VV .JT TJ ►I N01 °05'1 40.00 N88°54'4. 16.72 r, pC r [ IC-\) \L' AT LCL l�I I TI Ir' i I ^TI r\LJ ri L" 'fi �� AT r'C V L- TIS A TI If\L' L7 r� r\I%� O O W O 2 LIJ 1 C� kz THE PRESERVE A T BLUFF CREEK 5TH ADDITION 50 0 50 50 150 Scale in feet Drainage and Utility Easements are shown thus: The orientation of this bearing system is based on the east line of Outlot C, THE PRESERVE AT BLUFF CREEK 4TH ADDITION which is assumed to bear N 01005'17" E 0 Denotes 1/2 inch by 14 inch iron monument set and marked by License No. 23021 • Denotes 112 inch by 14 inch iron monument found and marked by License No. 23021 Sheet 2 of 3 sheets 60 m2 / / 11 i =0'41 �07� -MOST NORTHERLY COR OF OUTLOT B, THE 10 i _--J � 10 L ----'L J L,, R=660.00 ``� ��'" PRESERVE AT BLUFF i -E rc �� ] 90 CREEK IST ADDITION (No Scale) NORTHWESTERLY LINE OF--- W / B, THE PRESERVE ON ��� BLUFF CREEK 1ST ADD/TION BLUFF ,OA ^ 1+ Z h Being5 feet in and adjoining lot width, unless otherwise indicated, lines, and 10 feet in width and 15 t; lines as shown on the / �1�0 o adjoining right—of—way plat. I I 2 / Westwood Professional Services, Inc. Sheet 2 of 3 sheets Sheet 3 of 3 sheets