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CAS-18_GLACCUM PROPERTY (ESTATE DEVELOPMENT CORPORATION) FILE 1 OF 2�G-ic6 Residential District, RR, to Single- (A) These newspapers have complied with the requirements constituting qualification as a legal Family Residential District, RSF, newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as for property within the Glaccum amended. development, with the following legal description: - (B) The printed public notice that is attached to this Affidavit and identified as No.�9 Lots 1, 2, 3 and 4 and was published on the date or dates and in the newspaper stated in the attached Notice and said A, Glaccum Highlands, CarverOwer Notice is hereby incorporated as part of this Affidavit. Said notice was cot from the columns of County, Minnesota. the newspaper specified. Printed below is a copy of the lower case alphabet fiom A to Z, both Section 2. The zoning map inclusive, and is hereby acknowledged as being the kind and size of type used in the composition of the City of Chanhassen shall and publication of the Notice: not be republished to show the aforesaid zoning, but the abodefghijklmnopgrstuvwxyz Clerk shall appropriately mark the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning hereinabove provided for in Laurie A. Hartmann ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference Subscribed and sworn before me on andmadeapartof thisordinance. Section 4. This ordinance shall be effective immediately upon its passage and publication. � )) PASSED AND ADOPTED thtFi daYo 2015 this 27th day of duly, 2015, by the City Council of the City of P1 Chanhassen, odd Gerhardt, l nnesoo4anager � ,i%!E JE NE7E BARK Denny Laufenburger, Mayor A NO'.ARY PAUC - M'NNES(OTA (Published in the Chanhassen'COMMiSSl(NEX?gESD11�1/.e Villager on Thursday, September No tic 4 24.2015: No. 4189) " " `�- RATE INFORMATION Lowest classified mtepaid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................. $31.20 per column inch Rate actually charged for the above matter ............................................... 512.59 per column inch SCANNEC Affidavit of Publication CITY OF CHANHASSEN CARVER AND HENNEPIN Southwest Newspapers COUNTIES, MINNESOTA ORDINANCE NO. 6N AN ORDINANCE AMENDING CHAPTER 20 OF THE State of Minnesota) CHANHASSEN CITY CODE, THE CITY'S ZONING )SS. County of Carver BY REZONING CERTAIN ) PROPERTY THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS' Section 1. Chapter 20 of Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized the Chanhassen City Code, the agent of the publisher of the news known as the Chaska Herald and the Chanhassen Vil- g P PaP� City s zoningordinance, ishereby lager and has full knowledge of the facts herein stated as follows: Residential District, RR, to Single- (A) These newspapers have complied with the requirements constituting qualification as a legal Family Residential District, RSF, newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as for property within the Glaccum amended. development, with the following legal description: - (B) The printed public notice that is attached to this Affidavit and identified as No.�9 Lots 1, 2, 3 and 4 and was published on the date or dates and in the newspaper stated in the attached Notice and said A, Glaccum Highlands, CarverOwer Notice is hereby incorporated as part of this Affidavit. Said notice was cot from the columns of County, Minnesota. the newspaper specified. Printed below is a copy of the lower case alphabet fiom A to Z, both Section 2. The zoning map inclusive, and is hereby acknowledged as being the kind and size of type used in the composition of the City of Chanhassen shall and publication of the Notice: not be republished to show the aforesaid zoning, but the abodefghijklmnopgrstuvwxyz Clerk shall appropriately mark the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning hereinabove provided for in Laurie A. Hartmann ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference Subscribed and sworn before me on andmadeapartof thisordinance. Section 4. This ordinance shall be effective immediately upon its passage and publication. � )) PASSED AND ADOPTED thtFi daYo 2015 this 27th day of duly, 2015, by the City Council of the City of P1 Chanhassen, odd Gerhardt, l nnesoo4anager � ,i%!E JE NE7E BARK Denny Laufenburger, Mayor A NO'.ARY PAUC - M'NNES(OTA (Published in the Chanhassen'COMMiSSl(NEX?gESD11�1/.e Villager on Thursday, September No tic 4 24.2015: No. 4189) " " `�- RATE INFORMATION Lowest classified mtepaid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................. $31.20 per column inch Rate actually charged for the above matter ............................................... 512.59 per column inch SCANNEC Administration Re: Glaccum Property — Planning Case #2015-18 Phone: 952.227.1100 Fax: 952.227.1110 Dear Mr. Gonyea, Building Inspections July 28, 2015 CITY OF rezoning the property from Rural Residential District (RR) to Single Family Residential CSA NSEN Mr. Tom Gonyea 7700 Market Boulevard Estate Development Corporation PO Box 147 15250 Wayzata Boulevard, Suite 101 Chanhassen, MN 55317 Wayzata, MN 55391 Administration Re: Glaccum Property — Planning Case #2015-18 Phone: 952.227.1100 Fax: 952.227.1110 Dear Mr. Gonyea, Building Inspections This letter is to confirm that on July 27, 2015, the Chanhassen City Council approved Phone: 952.227.1180 rezoning the property from Rural Residential District (RR) to Single Family Residential Fax: 952.227.1190 (RSF) (contingent on final plat approval) and preliminary plat approval with a Variance Engineering to the bluff setback to create four lots and one outlot subject to the following Phone: 952.227.1160 conditions: Fax: 952.227.1170 Buildinld: Finance Phone: 952.227.1140 1. Final grading plans and soil reports must be submitted to the Inspections Division Fax:952.227.1110 before building permits will be issued. Park & Recreation 2. Engineered design and building permits are required for retaining walls exceeding Phone: 952.227.1120 four feet in height. Fax:952.2271110 3. Each lot must be provided with a separate sewer and water service. Recreation Center 2310 Coulter Boulevard 4. Demolition permits must be obtained before demolishing any structures. Phone: 952.227.1400 Fax: 952.227.1404 5. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. Planning & Natural Resources 6. If applicable, existing home(s) affected by the new street will require address Phone: 952.227.1130 changes. Fax: 952.2271110 Eneineerine: Public Works 7901 Park Place Phone: 952.2271300 1. The existing easements on the property shall be shown on the existing topography Fax: 952.227.1310 page of the plan set. Senior Center 2. The easement dimensions must be revised over the sanitary sewer to provide Phone: 952.227.1125 adequate area to excavate the pipe for future maintenance at a 1:1 slope Fax: 952.227.1110 (minimum), or a 1:1.5 slope (preferred). Website 3. The developer shall dedicate a conservation easement over the wooded area being www.ci.chanhassen.mn.us preserved adjacent to the wetland. The conservation easement language must allow the property owner of Lot 3, Block 1 to perform proper maintenance and/or replacement of their lower retaining wall or the conservation easement and/or wall must be shifted to allow enough area for said maintenance. SCANNED Chanhassen is a Community for Life . Providing forToday and Planning for Tomorrow Mr. Tom Gonyea July 28, 2015 Page 2 4. For future benefit, an access easement across Lot 4 must be granted to the property at 1430 Lake Lucy Road, or the portion of Lot 4 that lies between the cul-de-sac and 1430 Lake Lucy Road must be dedicated as public right-of-way. 5. The grading plan must be revised to include the proposed elevations at each lot corner. 6. Lot 1, Block 1 shall require drain tile service to promote drainage from the back to the front of the lot. 7. The wetland delineation is approved or, if need be, modified for approval and the setbacks and buffer areas are changed as necessary. 8. The Surface Water Pollution Prevention Plan shall be modified to include all elements as required in Parts III and IV of the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System. 9. The SWPPP shall list among the quantities the required volume of topsoil to spread six inches on all areas to be sodded or seeded. 10. The retaining walls will be owned and maintained by the individual property owners. 11. The plans shall show the top and bottom wall elevation for all proposed walls. 12. Walls over six feet high shall not be boulder walls. 13. Tiered boulder walls with a combined total height greater than six feet must have adequate spacing between such that they do not structurally impact one another. 14. The vegetation between tiered walls shall be low or no maintenance. 15. A stop sign shall be installed for traffic on Lakeway Drive before crossing or entering Lake Lucy Road. 16. The plan must show proposed driveway elevations at the center of the proposed driveway at the curb line as well as the maximum slope on each driveway. 17. The maximum allowed driveway grade is 10% at any point on the driveway. The Lot 1 and Lot 4 driveways must be revised to be under that maximum. 18. The plan shall be revised such that there is a five-foot buffer between the trail and traffic on Lake Lucy Road. 19. The pedestrian ramp at the comer of Lake Lucy Road and Yosemite Avenue shall be replaced with an ADA -compliant pedestrian ramp. 20. The City of Chanhassen standard detail plates for pedestrian ramps shall be added to the plan set. 21. The sanitary sewer main on site shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. 22. The eight -inch watermain shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. Mr. Tom Gonyea July 28, 2015 Page 3 23. The proposed sanitary sewer and water main shall become city -owned after construction and acceptance by the City Council. 24. The city shall require the developer to extend the sanitary sewer and water main to the northern property line of Lot 1 for future connection of properties to the west. 25. The detail plates in the plan set must be updated with the most current City of Chanhassen plates. 26. The applicant's engineer shall provide the anticipated operations and maintenance requirements for the infiltration system and shall demonstrate to the satisfaction of the city, how maintenance, including excavation can occur. 27. The applicant shall move MH 2 to the curb line and, if need be, move OCS 3 a commensurate distance. 28. The sump depth of NM shall be four feet. 29. A total of $14,722.50 in storm water utility connection charges shall be due at time of final plat. 30. The applicant is responsible for procurement of, and compliance with, any other agency approvals that may be necessary. 31. Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. Environmental Resources: 1. Tree protection fencing will be required at the construction limits prior to any grading. 2. Lots 1 through 4 will have the following quantities of trees planted, as shown on the landscape plan dated 6/16/15: Lot 1: 4 trees; Lot 2: 3 trees; Lot 3: 3 trees; Lot 4: 4 trees. Bufferyard plantings will be located on Lots 1, 2 and 4. 3. Conservation easement signage shall be installed at property lines and directional changes. 4. All retaining walls must be located outside of the Conservation Easement. Fire: 1. Provide a three-foot clear space around the new fire hydrant. 2. No burning permits will be issued for tree, brush removal. 3. Submit proposed street name to Chanhassen Building Official and Fire Marshal for review and approval. 4. Street name sign shall be installed prior to any building construction. Mr. Tom Gonyea July 28, 2015 Page 4 Parks: Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected. One lot is being granted park fee credit in recognition of the existing single-family residence that was on the property. The park fees will be collected in full at the rate in force upon final plat submission and approval. Final plat documents must be submitted to the city 30 days prior to the City Council meeting in which you wish to have your final plat approved. Conditions of the preliminary plat approval must be addressed for final plat approval. Enclosed is the list of items required for submittal for final plat approval. The rezoning of the residential lots shall not be official until approval of the final plat and execution of the project development contract. Should you have any questions, please contact me at (952) 227-1131 or by email at bEenerousCa..ci.chanhassen.mmus. Sincere Robert Generous, AICP Senior Planner Enclosure c: Michael & Leah Glaccum ec: Kate Aanenson, Community Development Director Stephanie Bartels, Project Engineer Todd Gerhardt, City Manager Todd Hoffman, Parks & Recreation Director Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official Jill Sinclair, Environmental Resource Specialist Mark Rausch, Alliant Engineering, Inc. g:\plan\2015 planning casa12015-18 glaccum rezoning & subdivision with variances approval letter preliminary.docx ITEMS REQUIRED FOR FINAL PLAT CONSIDERATION 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: Submit three (3) sets of full size, 50 scale construction plans and specifications for staff review and redline. • Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water and storm sewer lines). The plan view must show all drainage and utility easements. • Grading and drainage plans shall show dwelling type and elevations, wetlands and wetland buffer areas, stormwater pond NWL and HWL, EOF and catch basin and storm manhole numbers. • The construction plans and specifications shall be in accordance to the City's latest edition of Standard Specifications & Detail Plates. • The plans shall include traffic signage and street light placement. 2. Drainage calculations for water quantity and quality ponding with maps showing drainage areas for pre -and post -development conditions and contributing areas to catch basins. 3. Hydraulic calculations and drainage map for the storm sewer design. 4. Tree Preservation Easements (if applicable). 5. Trail Easements (if applicable). 6. Engineer's Cost Estimate of Improvements: a. Sanitary sewer system. b. Water system. c. Storm sewer drainage system including cleaning and maintenance. d. Streets, sidewalk and trails. e. Erosion control. f. Site restoration (seeding, sodding, etc.). g. Site grading h. Street lights & signs i. Engineering, surveying & inspection j. Landscaping 7. Five (5) sets (folded) of final plat, one (1) set of reductions (8Y=" x 11 "), and a digital copy in .tif format. 8. Digital copy of the legal description of the property in a .doc format. 9. Lot tabulations. Failure to provide any of the above items by the required deadline will result in delaying consideration of final plat before the City Council. Updated 11-29-06 gAeng\forms\final plat submittal.doc CITY OF 7700 Market Boulevard PC Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 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: 952.2271310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Website www.ci.chanhassen.mn.us MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: July 27, 2015 ow SUBJ: Glaccum Subdivision — Planning Case #2015-18 PROPOSED MOTION "The Chanhassen City Council approves rezoning the property from Rural Residential District (RR) to Single Family Residential (RSF), and Subdivision approval with a Variance to the bluff setback to create four lots and one outlot subject to the conditions of approval and adoption of the Findings of Fact." City Council approval requires a majority vote of City Council. EXECUTIVE SUMMARY The applicant is requesting a rezoning of the property from Rural Residential District, RR, to Single -Family Residential District, RSF, to permit the subdivision of the property into four single-family lots. The variance permits the developer to remove the small area of bluff within the project. PLANNING SUMMARY The Planning Commission held a public hearing on July 7, 2015 to review the proposed development. The Planning Commission voted four to two to recommend that City Council approve the project. One of those opposed to the development believed that the bluff area should be preserved. The other member opposed to the development believed that three lots were appropriate. The majority of the commissioners believed that the tradeoff for the larger wetland buffer and preservation area was appropriate, rather than preserving an isolated bluff area that could and would be graded next to on either side. Planning Commission minutes for July 7, 2015 are included in the consent agenda for the July 27, 2015, City Council packet. RECOMMENDATION Staff recommends that City Council approve the rezoning and preliminary plat with a variance from the bluff setback subject to the conditions of the staff report. ATTACHMENT 1. Planning Commission Staff Report Dated July 7, 2015. 9:lplanl2015 planning cases\2015-1 R glaccum rezoning & subdivision with varisrc \nxecu&c summary.doc SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow PROPOSED MOTION: PC DATE: July 7, 2015 CC DATE: July 27, 2015 REVIEW DEADLINE: August 4, 2015 CASE #: 2015-18 BY: RG, ML, JM, TJ, JS, SS "The Chanhassen Planning Commission recommends that City Council approve rezoning the property from Rural Residential District (RR) to Single Family Residential (RSF), and Subdivision approval with a Variance to the bluff setback to create four lots and one outlot subject to the conditions of approval and adoption of the Findings of Fact and Recommendation." SUMMARY OF REQUEST: The applicant is requesting rezoning from Rural Residential District (RR) to Single Family Residential (RSF); and Subdivision approval with a Variance to create four lots and one outlot. LOCATION: 1510 Lake Lucy Road APPLICANT: Estate Development Corporation 15250 Wayzata Boulevard, Suite 101 Wayzata, MN 55391 (612)990-0666 tom@landmn.com PRESENT ZONING: Rural Residential District (RR) 2020 LAND USE PLAN: Residential Low Density (1.2 — 4.0 units/net acre) ACREAGE: 3.12 acres DENSITY: 1.28 units per acre gross, 2.27 units per acre net Michael & Leah Glaccum 6003 Coffer Woods Court Burke, VA 22015 i LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has a relatively high level of discretion in approving rezonings because the City is acting in its legislative or policy-making capacity. A rezoning must be consistent with the City's Comprehensive Plan. The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning and Subdivision Ordinances for variances. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. SCANNED Planning Commission Glaccum Property — Planning Case 2015-16 July 7, 2015 Page 2 of 17 Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAUSUMMARY The applicant is requesting a rezoning of the property from Rural Residential District, RR, to Single -Family Residential District, RSF, to permit the subdivision of the property into four single-family lots. Part of the request is to eliminate the bluff setback, a variance, so that the site may be graded and to remove the retaining wall on along Lake Lucy Road and allow the development to grade out the bluff area to provide suitable building sites for Lots 2 and 3. The applicant is proposing to subdivide one 3.12 -acre parcel into four building lots and one outlot. The area is single-family residential. The new public road is a cul-de-sac extension of Lakeway Drive. Water main and sanitary sewer would be extended to provide for future development. The applicant is also requesting a variance from the bluff protection ordinance. This variance allows for an additional lot to be platted and allows for site grading to eliminate the existing steep slopes on the site creating a potentially more stable site. To mitigate this variance, they are proposing to dedicate increased protection around the wetland. The site is heavily wooded and the proposed grading would result in significant tree removal APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article 11, Division 2, Amendments Chapter 20, Article 11, Division 3, Variances Chapter 20, Article VI, Wetland Protection Chapter 20, Article XII, "RSF" Single -Family Residential District The house on the property was built in 1910. The property was rezoned from Agricultural Residence District, R-1 A, to Rural Residential District, RR, in 1987. REZONING The existing zoning of the property, Rural Residential, is not consistent with the land use designation of the property, Residential Low Density. The comprehensive plan allows less intensive land uses to remain in place. However, any approval by the city for development of the property must be consistent with the comprehensive plan. The following zoning districts would be consistent with a Residential Low Density land use: Single -Family Residential, RSF, Mixed Low Density Residential, R-4, Low and Medium Density Residential, RLM, and Planned Unit Development — Residential, PUD -R. The RSF district is the Planning Commission Glaccum Property — Planning Case 2015-16 July 7, 2015 Page 4 of 17 EASEMENTS The existing easements on the property shall be shown on the existing topography page of the plan set. Yosemite Avenue and Lake Lucy Road right-of-way is currently under a roadway easement. The preliminary plat would dedicate 33 feet of right-of-way to Yosemite Avenue and 40 feet to Lake Lucy Road. The preliminary plat will dedicate a 0.467 -acre conservation easement over Outlot A and backyard portions of Lots 2, 3 and 4 as well as portion of the side yard of Lot 1. The conservation easement abuts the lower retaining wall on Lot 3. The conservation easement language must allow the property owner to do proper maintenance and/or replacement of their wall, or the conservation easement and/or wall must be shifted to allow enough area for said maintenance. The drainage and utility easements are shown in the preliminary plat around the perimeter of each lot as well as locations of public utilities. The easement dimensions must be revised over the sanitary sewer to provide adequate area to excavate the pipe for future maintenance at a 1:1 slope (minimum), 1:1.5 slope (preferred). In the applicant's narrative for variance request, one of the benefits listed is to allow future access reduction on Lake Lucy Road by providing a future access for the driveway of the adjacent property, 1430 Lake Lucy Road. For this future benefit, an access easement across Lot 4 must be granted to the property at 1430 Lake Lucy Road, or the portion of Lot 4 that lies between the cul-de-sac and 1430 Lake Lucy Road must be dedicated as public right-of-way. GRADING Drainage Under existing conditions, the majority of the site drains to the north to City wetland 10-116-23- 02-031-A. This wetland is a Manage 2, Type 3 wetland dominated by cattails and reed canary grass which is hydrologically connected to a Manage 1 wetland. The drainage is conveyed through a culvert to Clasen Lake before heading through Curry Farms Park and into Christmas Lake. The remainder of the site drains to Lake Lucy Road where it is picked up in the storm sewer and conveyed to Lake Lucy. Under proposed conditions, watershed area will remain largely unchanged. The proposed cul- de-sac and portions of Lots 2, 3 and 4 will be treated through an underground infiltration facility. This facility is comprised of perforated pipe embedded in washed rock. Rates to Lake Lucy Road will be reduced under all modeled storm events post -development. Rates to the wetland will increase slightly — 0.70 cubic feet per second at most. The wetland can accommodate the input with zero discharge off-site and, therefore, does not pose a threat to downstream areas. Planning Commission Glaccum Property — Planning Case 2015-16 July 7, 2015 Page 5 of 17 Under Section 19-143 of city code rates can increase if it can be demonstrated that "no adverse downstream effects will result from the proposed system." Given that the water is contained within the wetland, staff feels that this condition is met. The grading plan must be revised to include the proposed elevations at each lot comer. Lot 1, Block 1 shall require drain tile service to promote drainage from the back to the front of the lot. Erosion Prevention and Sediment Control The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant has prepared a draft Surface Water Pollution Prevention Plan (SWPPP) for the city's review. This SWPPP shall be revised to be consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts III and W of the permit. The PCA has developed a checklist for the benefit of SWPPP designers. In addition, staff will provide redline comments to the applicant's engineer. The erosion prevention and sediment control plans must also be consistent with Section 19-145 of city code. When individual building permit applications are submitted, an erosion control plan consistent with Section 19-145 of city code will be required specific to each lot. 69Tha76Z110 817; IQ M Wetland Protection The City of Chanhassen Wetland Inventory and the Minnehaha Creek Watershed Wetland Inventory both indicate a wetland immediately on, and adjacent to, the subject property. The applicant has had the wetland delineated by a certified wetland delineator. The report has been provided and the application has been noticed. Comments are due July 10, 2015 at which time a decision will be made. Staff has reviewed the delineated boundary and feels it does accurately reflect the boundary. The proposed plan does not result in any impacts to the wetland. The proposed buffer area meets the city requirements. In addition, a conservation easement is being proposed around the wetland to mitigate for the requested variance to make significant topographic alterations to the bluff area. The wetland area itself is being placed within an outlot which will be dedicated to the city. Blufj"Protection There is a portion of the property that meets the criteria for bluff. having a vertical rise of at least 25 feet, having a horizontal run of at least 50 feet and having a grade of at least 33%. This bluff area is shown on figure 1 as stippled grey. The rest of the slope fails to meet the required Planning Commission Glaccum Property — Planning Case 2015-16 July 7, 2015 Page 6 of 17 25 -foot vertical rise. However, in many case it is actually steeper than the bluff area. This means people could potentially build to the top of the slope even though it is no more stable than the area considered bluff. By grading as is proposed, these areas of steep slope are eliminated on the subject property. To illustrate this, currently the slope on proposed Lot 1 is 2:1 or 50%. Under the proposed conditions, this area is reduced to 4:1 slopes. It is the case on all proposed lots that the slopes will never exceed 4:1. In some areas it is currently as steep as 65%. Figure 1. Bluff area Shoreland Management The property does not lie within a shoreland area. Floodplain Overlay This property does not lie with a floodplain. LaDma 1W&l1: JIV An existing limestone retaining wall runs along the southern property line adjacent to the Lake Lucy Road trail. This wall is in disrepair and obstructs the sight lines for vehicles at the intersection with Yosemite Avenue. The proposed plan would remove this wall and grade the site to reduce the visual obstruction. Removal of this wall would also benefit trail users by eliminating a hazard from the trail vicinity. The MnDOT Bikeway Facility Design Manual TOP OF SLOPE..) ' �arev �•�`l'� .ms TOE OF SLOPE x z ms km1.10 SLOPE-YEETWO CITY CODE BLUFF CRITERIA er i SL E IS O' 25 N HE H ( FR TO Tf B� m I k�0)XpiN ,F�M -M� q) !1 1 I — i .etc 1 -BLUFF I AgF`ZPHE i LUFF STARE SETBACK . Figure 1. Bluff area Shoreland Management The property does not lie within a shoreland area. Floodplain Overlay This property does not lie with a floodplain. LaDma 1W&l1: JIV An existing limestone retaining wall runs along the southern property line adjacent to the Lake Lucy Road trail. This wall is in disrepair and obstructs the sight lines for vehicles at the intersection with Yosemite Avenue. The proposed plan would remove this wall and grade the site to reduce the visual obstruction. Removal of this wall would also benefit trail users by eliminating a hazard from the trail vicinity. The MnDOT Bikeway Facility Design Manual Planning Commission Glaccum Property — Planning Case 2015-16 July 7, 2015 Page 7 of 17 calls for a minimum of 20 inches clearance from the trail to retaining walls. The developer proposes three boulder retaining walls on this site: two on Lot 3 and one on Lot 4. The plan calls for a safety railing to be installed where the wall height is greater than four feet. The walls will be owned and maintained by the individual property owners. The plans shall show the top and bottom wall elevation for all proposed walls. The walls on the north side of Lot 3, Block 1 are approximately 120 feet long. The lower wall is approximately six feet tall and the upper wall is approximately four feet tall. Walls over six feet high shall not be boulder walls. Tiered boulder walls with a combined total height greater than six feet must have adequate spacing between such that they do not structurally impact one another. The vegetation between tiered walls shall be low or no maintenance. The wall on Lot 4, Block 1 is approximately 785 feet long with a maximum height of six feet and is located between the proposed home on Lot 4 and the eastern property line. The wall is outside the five-foot perimeter drainage and utility easement. STREETS The proposed street plan consists of a public cul-de-sac to access onto Lake Lucy Road opposite Lakeway Drive. This 90 -foot diameter cul-de-sac would be an extension of Lakeway Drive to provide access to three of the lots on this site, as well as a possible future access to the property east of the site at 1430 Lake Lucy Road (see discussion in the Driveway section). Planning Commission Glaccum Property — Planning Case 2015-16 July 7, 2015 Page 8 of 17 The cul-de-sac is approximately 238 feet long with a profile grade of 5%, which meets the guidelines for public streets. A 50 -foot landing at 2% grade is provided for vehicles at the intersection with Lake Lucy Road. A stop sign shall be installed for traffic on Lakeway Drive to come to a stop before crossing or entering Lake Lucy Road. DRIVEWAYS AND TRAILS The plan must show proposed driveway elevations at the center of the proposed driveway at the curb line as well as the maximum slope on each driveway. The maximum allowed driveway grade is 10% at any point on the driveway. The Lot 1 and Lot 4 driveways must be revised to be under that maximum. In the applicant's narrative for the variance request, one of the benefits listed is to allow future access reduction on Lake Lucy Road by providing a future access for the driveway of the adjacent property, 1430 Lake Lucy Road. This future connection would eliminate two accesses onto Lake Lucy Road, as 1430 has a U-shaped drive (see aerial photo at left). Lake Lucy Road is classified as a major collector in the 2030 Comprehensive Plan; therefore, access reduction would be consistent with the Plan. See the Easement section for further discussion. The existing trail on Lake Lucy Road is zero to two feet offset from the back of curb. In the proposed plan, the trail will be removed and reconstructed with a two -foot offset. A two -foot buffer strip is considered too narrow for proper vegetation to establish and survive the salt applications in the winter. The plan shall be revised such that a five-foot buffer is between the trail and traffic on Lake Lucy Road. The pedestrian ramp at the comer of Lake Lucy Road and Yosemite shall be replaced with an ADA compliant pedestrian ramp. The City of Chanhassen standard detail plates for pedestrian ramps shall be added to the plan set. Planning Commission Glaccum Property— Planning Case 2015-16 July 7, 2015 Page 9 of 17 SANITARY SEWER AND WATERMAIN The developer proposes to directionally bore a connection under Lake Lucy Road to the existing sanitary sewer manhole on Lakeway Drive. This connection is at a depth that allows sanitary sewer access to all the proposed lots on this development. The sanitary sewer main on site will be 8 -inch PVC and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. The developer shall connect to the existing watermain on Lake Lucy Road. The 8 -inch watermain pipe shall be C900 and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. The proposed sanitary sewer and water main shall become City -owned after construction and acceptance by the City Council. The city shall require the developer to extend the sanitary sewer and water main to the northern property line of Lot 1 for future connection to the properties to the west. STORM WATER MANAGEMENT Article VII, Chapter 19 of city code describes the required storm water management development standards. Section 19-141 states that "these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." The applicant is proposing an underground infiltration system located between Lots 2 and 3. The outflow elevation for the system is at 1019 feet. The low floor elevation for Lot 3 is at 1019.8 feet. City code requires that there exists a three (3) foot separation between the highest known groundwater elevation and the lowest floor elevation. Staff has discussed this with the consulting engineer. They will either look to lower the system, which could prove difficult as it could potentially make the system too deep to maintain between the Figure 2. Utility plan Planning Commission Glaccum Property — Planning Case 2015-16 July 7, 2015 Page 10 of 17 two houses, or they must stipulate in the development contract that the house on Lot 3 must be a left -loaded garage. This would significantly increase the horizontal separation. The proposed system meets the volume reduction requirements as well as the total phosphorus and total suspended solid reductions as required by NPDES and MCWD rules. The long-term maintenance and operation of the system is of concern to city staff. As there are only four (4) homes in the development it is highly unlikely that the homeowners association (HOA), if one were to be formed, would have the resources to maintain the system. Even if the HOA was formed to assume maintenance of the system, as an MS4 city Chanhassen is required to assure that these systems are maintained and functioning properly. If this system is approved it would fall to the city to maintain and operate the system. Staff is concerned about what liabilities the city might be exposed to. The applicant's engineer shall prepare an operations and maintenance manual itemizing the anticipated maintenance and schedule. Storm Water Utility Connection Charges Section 4-30 of city code sets out the fees associated with surface water management. A water quality and water quantity fee are collected with a subdivision. These fees are based on land use type and are intended to reflect the fact that the more intense the development type, the greater the degradation of surface water. This fee will be applied to the new lot of record being created. It is calculated as shown in the table below: ASSESSMENTS Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. The remaining partial hookups fees are due with the building permit. LANDSCAPING AND TREE PRESERVATION The applicant has submitted tree canopy coverage and preservation calculations as follows: Total upland area (excluding wetlands) 2.08 ac. or 90,678 SF Baseline canopy coverage 78% or 70,872 SF Minimum canopy coverage allowed 46% or 41,711 SF Proposed tree preservation 20% or 17862 SF Per acre Size of new lot in Totals rate acres Water Quality $3,110.00 1.95 $6,064.50 Water $4,440.00 1.95 $8,658.00 Quantity Total due at final plat $14,722.50 ASSESSMENTS Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. The remaining partial hookups fees are due with the building permit. LANDSCAPING AND TREE PRESERVATION The applicant has submitted tree canopy coverage and preservation calculations as follows: Total upland area (excluding wetlands) 2.08 ac. or 90,678 SF Baseline canopy coverage 78% or 70,872 SF Minimum canopy coverage allowed 46% or 41,711 SF Proposed tree preservation 20% or 17862 SF Planning Commission Glaccum Property — Planning Case 2015-16 July 7, 2015 Page 11 of 17 The applicant does not meet minimum canopy coverage allowed; therefore, the difference between the baseline and proposed tree preservation is multiplied by 1.2 to calculate the required replacement plantings. Difference in canopy coverage 23,849 SF Multiplier 1.2 Total replacement 28,618 SF Total number of trees to be planted 26 trees The total number of trees required for the development is 26. The applicant has proposed a total of 28 trees. A minimum of one tree in each front yard is required per city ordinance and has been shown on the landscape plan. The applicant is required to provide bufferyard plantings along Lake Lucy Road. Bufferyard requirements are as shown in the following table: Landscaping Item Required Proposed Bufferyard B — South 6 overstory trees 7 overstory trees property line, Lake Lucy 13 understory trees 13 understory trees Rd., 330', 15' width 19 shrubs 20 shrubs The applicant meets bufferyard landscaping requirements. The applicant is proposing a conservation easement in the rear yards of Lots 1, 3, and 4 to preserve the natural character of the property, provide additional protection to the wetland and maintain a buffer along existing properties. The applicant will need to provide the legal description of the easement to the city. Lu16YN �I1111h1 x11W Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. Engineered design and building permits are required for retaining walls exceeding four feet in height. Each lot must be provided with a separate sewer and water service. Demolition permits must be obtained before demolishing any structures. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. If applicable, existing home(s) affected by the new street will require address changes. A three-foot clear space must be provided around the new fire hydrant. No burning permits will be issued for tree, brush removal. Submit proposed street name to Chanhassen Building Official and Fire Marshal for review and approval. Street name sign shall be installed prior to any building construction. Planning Commission Glaccum Property — Planning Case 2015-16 July 7, 2015 Page 12 of 17 17.\:1%i This property is located within the neighborhood park service areas for Pheasant Hills Park and Curry Farms Park. Residents of this subdivision will have convenient access to these publicly - maintained park and recreation facilities. Pheasant Hills Park is located one-quarter mile west of the new home sites and is eleven acres in size. The park features a children's playground, half -court basketball, picnic shelter (under construction), grass play field, wooded and wetland areas, and a walking trail. A small off-street parking area is currently being constructed along Lake Lucy Lane concurrent with a municipal well project. Curry Farms Park is located one-half mile east of the new home sites and is seven acres in size. This park features a children's playground, half -court basketball, small sledding hill, picnic shelter (under construction), and walking trails. Off-street parking is available. No additional parkland acquisition is being recommended as a condition of this subdivision. The subject site has direct access to the public trail along the north side of Lake Lucy Road. No additional trail construction is being recommended as a condition of this subdivision. PARK AND TRAIL CONDITIONS OF APPROVAL Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for three of the four lots proposed at 1510 Lake Lucy Road. One lot is being granted park fee credit in recognition of the existing single-family residence that was on the property. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current single-family park fee rate of $5,800 per dwelling, the total park fees would be $17,400. COMPLIANCE TABLE * Meets 90 feet at building setback as permitted on cul-de-sac Lot Area (sq. ft.) Lot Width Lot Depth 25 %Maximum Site Coverage (sq. ft Notes Code 15,000 90 125 3,750 Lot 1 20,096 110 237 5,024 Corner lot, wetland set backs Lot 2 16,066 75* 152 4,016 Corner lot Lot 3 21,697 56* 173 5,424 Wetland setback Lot 4 21,696 300 240 5,424 Oudot A 19,342 1 1 Wetland ROW 37,206 Total 138,105 3.12 Acres * Meets 90 feet at building setback as permitted on cul-de-sac Planning Commission Glaccum Property — Planning Case 2015-16 July 7, 2015 Page 13 of 17 RSF Setbacks: Front: 30 feet, Side: 10 feet, Rear: 30 feet. Wetland Setback: Buffer 20 feet, buffer setback 30 feet. VARIANCE The applicant's variance request is for relief from the bluff setback requirement in that they propose to eliminate the bluff area on the property. Only a limited area of the slope is classified as a bluff, with the balance of the steep slopes on the property not meeting the criteria for a bluff. Therefore, they are not eligible for development and grading. Development of the site for single-family homes is a reasonable use of the parcel. The proposed variance eliminates a small area of bluff on the site but preserves a larger natural area adjacent to the wetland at the bottom of the hill. An additional benefit to the th f thi th R11YY [SIM.[G� commumty s at aspart o s proJect, a agmg and deteriorating retaining wall along Lake Lucy Road will be removed. RECOMMENDATION Staff recommends that the Planning Commission approve the rezoning from Rural Residential District (RR) to Single Family Residential (RSF), and Subdivision approval with a Variance to create four lots and one outlot subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: Rezoning: 1. Contingent on final plat approval. Subdivision: Buildin¢: 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. 2. Engineered design and building permits are required for retaining walls exceeding four feet in height. 3. Each lot must be provided with a separate sewer and water service. 4. Demolition permits must be obtained before demolishing any structures. Planning Commission Glaccum Property— Planning Case 2015-16 July 7, 2015 Page 14 of 17 5. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. 6. If applicable, existing home(s) affected by the new street will require address changes. Engineering: 1. The existing easements on the property shall be shown on the existing topography page of the plan set. 2. The easement dimensions must be revised over the sanitary sewer to provide adequate area to excavate the pipe for future maintenance at a 1:1 slope (minimum), or a 1:1.5 slope (preferred). 3. The developer shall dedicate a conservation easement over the wooded area being preserved adjacent to the wetland. The conservation easement language must allow the property owner of Lot 3, Block 1 to perform proper maintenance and/or replacement of their lower retaining wall or the conservation easement and/or wall must be shifted to allow enough area for said maintenance. 4. For future benefit, an access easement across Lot 4 must be granted to the property at 1430 Lake Lucy Road, or the portion of Lot 4 that lies between the cul-de-sac and 1430 Lake Lucy Road must be dedicated as public right-of-way. 5. The grading plan must be revised to include the proposed elevations at each lot comer. 6. Lot 1, Block 1 shall require drain tile service to promote drainage from the back to the front of the lot. 7. The wetland delineation is approved or, if need be, modified for approval and the setbacks and buffer areas are changed as necessary. 8. The Surface Water Pollution Prevention Plan shall be modified to include all elements as required in Parts III and IV of the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System. 9. The SWPPP shall list among the quantities the required volume of topsoil to spread six inches on all areas to be sodded or seeded. 10. The retaining walls will be owned and maintained by the individual property owners. 11. The plans shall show the top and bottom wall elevation for all proposed walls. 12. Walls over six feet high shall not be boulder walls. 13. Tiered boulder walls with a combined total height greater than six feet must have adequate spacing between such that they do not structurally impact one another. 14. The vegetation between tiered walls shall be low or no maintenance. Planning Commission Glaccum Property — Planning Case 2015-16 July 7, 2015 Page 15 of 17 15. A stop sign shall be installed for traffic on Lakeway Drive before crossing or entering Lake Lucy Road. 16. The plan must show proposed driveway elevations at the center of the proposed driveway at the curb line as well as the maximum slope on each driveway. 17. The maximum allowed driveway grade is 10% at any point on the driveway. The Lot 1 and Lot 4 driveways must be revised to be under that maximum. 18. The plan shall be revised such that there is a five-foot buffer between the trail and traffic on Lake Lucy Road. 19. The pedestrian ramp at the corner of Lake Lucy Road and Yosemite Avenue shall be replaced with an ADA -compliant pedestrian ramp. 20. The City of Chanhassen standard detail plates for pedestrian ramps shall be added to the plan set. 21. The sanitary sewer main on site shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. 22. The eight -inch watermain shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. 23. The proposed sanitary sewer and water main shall become city -owned after construction and acceptance by the City Council. 24. The city shall require the developer to extend the sanitary sewer and water main to the northern property line of Lot 1 for future connection of properties to the west. 25. The detail plates in the plan set must be updated with the most current City of Chanhassen plates. 26. The applicant's engineer shall provide the anticipated operations and maintenance requirements for the infiltration system and shall demonstrate to the satisfaction of the city, how maintenance, including excavation can occur. 27. The applicant shall move MH 2 to the curb line and, if need be, move OCS 3 a commensurate distance. 28. The sump depth of MH2 shall be four feet. 29. A total of $14,722.50 in storm water utility connection charges shall be due at time of final plat. 30. The applicant is responsible for procurement of, and compliance with, any other agency approvals that may be necessary. 31. Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. Planning Commission Glaccum Property - Planning Case 2015-16 July 7, 2015 Page 16 of 17 Environmental Resources: 1. Tree protection fencing will be required at the construction limits prior to any grading. 2. Lots 1 through 4 will have the following quantities of trees planted, as shown on the landscape plan dated 6/16/15: Lot 1: 4 trees; Lot 2: 3 trees; Lot 3: 3 trees; Lot 4: 4 trees. Bufferyard plantings will be located on Lots 1, 2 and 4. 3. Conservation easement signage shall be installed at property lines and directional changes. 4. All retaining walls must be located outside of the Conservation Easement. Fire: 1. Provide a three-foot clear space around the new fire hydrant. 2. No burning permits will be issued for tree, brush removal. 3. Submit proposed street name to Chanhassen Building Official and Fire Marshal for review and approval. 4. Street name sign shall be installed prior to any building construction. Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected. One lot is being granted park fee credit in recognition of the existing single-family residence that was on the property. The park fees will be collected in full at the rate in force upon final plat submission and approval. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Preliminary Subdivision and Rezoning Submittal Narrative dated 6/5/15, amended 6/16/15. 4. Variance Request Submittal Narrative dated 6/5/15, amended 6/16/15. 5. Reduced Plan Cover Sheet dated 6/5/15, amended 6/16/15. 6. Reduced Plan Site Survey dated 5/20/15. 7. Reduced Plan Preliminary Plat dated 6/5/15, amended 6/16/15. 8. Reduced Plan Site Plan dated 6/5/15, amended 6/16/15. 9. Reduced Plan Grading and Drainage dated 6/5/15, amended 6/16/15. 10. Reduced Plan Erosion and Sediment Control dated 6/5/15, amended 6/16/15. 11. Reduced Plan Erosion and Sediment Control Notes and Details dated 6/5/15, amended 6/16/15. 12. Reduced Plan Storm Sewer and Utility dated 6/5/15, amended 6/16/15. 13. Reduced Plan Tree Canopy Coverage dated 6/5/15, amended 6/16/15. Planning Commission Glaccum Property — Planning Case 2015-16 July 7, 2015 Page 17 of 17 14. Reduced Plan Tree Inventory and Preservation dated 6/5/15, amended 6/16/15. 15. Reduced Plan Landscape and Reforestation dated 6/5/15, amended 6/16/15. 16. Reduced Plan Landscape Details dated 6/5/15, amended 6/16/15. 17. Public Hearing Notice and Affidavit of Mailing List. g:\plan\2015 planning cases\2015-18 glaccum rezoning & subdivision with variances\staff report glaccum.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Estate Development Corporation and Michael & Leah Glaccum for Rezoning and Subdivision approval with Variance. On July 7, 2015, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Estate Development Corporation and Michael & Leah Glaccum for rezoning of the property from Rural Residential, RR, to Single -Family Residential, RSF, and preliminary plat approval to create four lots and one outlot with a variance from the bluff setback requirement in that they propose to eliminate the bluff area on the property. The Planning Commission conducted a public hearing on the proposed rezoning, subdivision and variance preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT The property is currently zoned Rural Residential District (RR). 2. The property is guided in the Land Use Plan for Residential Low Density use. 3. The legal description of the property is: Beginning at a point in the center of the Public Road 331 feet East of the Quarter Section comer between Sections 2 and 3, Township 116 North, Range 23 West of the 5th Principal Meridian; thence North along a North and South road 331.8 feet; thence East 402 feet to Gust Johnson's land; thence South 2 degrees 20 minutes West 332.2 feet to an East and West road; thence West along said road 385.5 feet to place of beginning, situated in the Southwest Quarter of the Northwest Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota. 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse affects of the proposed amendment. The six (6) affects and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan since the zoning is consistent with the land use designation of the property, utilizes existing infrastructure and provides housing opportunities. b. The proposed use is or will be compatible with the present and future land uses of the area, which are single-family detached houses. c. The proposed use conforms to all performance standards contained in the Zoning Ordinance, subject to approval of the bluff setback variance. d. The proposed use will not tend to or actually depreciate the area in which it is proposed since the use is similar to surrounding uses. e. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity since adequate infrastructure is available to the site. f. Traffic generation by the proposed use is within capabilities of streets serving the property- 5. roperty 5. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by the subdivision ordinance; e. The proposed subdivision will not cause significant environmental damage; f The proposed subdivision will not conflict with easements of record; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate storm water drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off-site public improvements or support systems. 6. Section 20-58 of the City Code provides the following criteria for the granting of a variance: a. Variances shall only be permitted when they are in harmony with the general purposes and intent of this Chapter and when the variances are consistent with the comprehensive plan. The proposed variance eliminates a small area of bluff on the site but preserves a larger natural area adjacent to the wetland at the bottom of the hill. b. There are practical difficulties in complying with the zoning ordinance, which include the fact that only a small area of the site is classified as bluff while the remainder of the steep sloped areas can be altered on either side of the bluff. "Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this Chapter. Development of the site for single-family homes is a reasonable use of the parcel. 2 Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. c. That the purpose of the variation is not based upon economic considerations alone, but permits the efficient and logical development of the site. d. The plight of the landowner is due to circumstances unique to the property not created by the landowner since only a minor portion of the site is classified as bluff. e. The variance, if granted, will not alter the essential character of the locality, but would permit the development of homes similar to those in the development to the east, which extend in to the steep sloped areas surrounding the wetland. f. Variances shall be granted for earth sheltered construction as defined in Minnesota Statutes Section 216C.06, subdivision 14, when in harmony with this Chapter, which is not applicable to this development. The planning report #2015-18 dated July 7, 2015, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Rezoning, and Preliminary Plat with Variances subject to the conditions of the staff report. ADOPTED by the Chanhassen Planning Commission this 71 day of July, 2015. CHANHASSEN PLANNING COMMISSION IWA Its Chairman 3 HtGGI V cv COMMUNITY DEVELOPMENT DEPARTMENT CITY OF CgANHASSEN Planning Division – 7700 Market Boulevard Jp 0 C ZOt Mailing Address – P.O. Box 147, Chanhassen, MN 551 Phone: (952) 227-1300 / Fax: (952) 227-1110 NRNNR3SENPLA%WIWWD APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: 6/5/15 PC Date: 7/7/15 CC Date: 7/27/15 60 -Day Review Date: 8/4/15 (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on-site sewers ..... $100 ❑ Conditional Use Permit (CUP) ❑ Single -Family Residence ................................ $325 ❑ All Others......................................................... $425 ❑ Interim Use Permit (IUP) ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others......................................................... $425 Rezoning (REZ) ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD ................. $100 ❑� All Others......................................................... $500 ❑ Sign Plan Review...................................................$150 ❑ Site Plan Review (SPR) ❑ Administrative ..................................................$100 ElCommercial/Industrial Districts*......................$500 Plus $10 per 1,000 square feet of building area: ( thousand square feet) 'Include number of existing employees: 'Include number of new employees: ❑ Residential Districts ......................................... $500 Plus $5 per dwelling unit ( units) Q Notification Sign (City to install and remove) ................... ❑� Subdivision (SUB) ❑ Create 3 lots or less ........................................ $300 ❑� Create over 3 lots .......................$600 + $15 per lot ( 4 lots) Variance (VAR) .................................................... ❑ Metes & Bounds (2 lots)..................................$300 Wetland Alteration Permit (WAP) ❑ Consolidate Lots..............................................$150 ❑ Single -Family Residence ............................... ❑ Lot Line Adjustment ......................................... $150 ❑ Final Plat ..........................................................$700 Zoning Appeal ...................................................... $100 (Includes $450 escrow for attorney costs)* Zoning Ordinance Amendment (ZOA)................. $500 `Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) ❑Q Variance (VAR) .................................................... $200 ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence ............................... $150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment (ZOA)................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. $200 y❑ Property Owners' List within 500' (City to generate after pre -application meeting) ...........................$.!. 29.............. $3 per address ( 43 addresses) ❑ Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation R1 Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements (—easements) TOTAL FEE: $1,739.00 Section 2: Required Information Description of Proposal: Glaccum Property Preliminary Plat, Rezoning and Variance Property Address or Location: Parcel #: 250022900 Legal Description: 1510 Lake Lucy Road See Separate Narrative Total Acreage: 3.12 Wetlands Present? ® Yes ❑ No Present Zoning: Rural Residential District (RR) Requested Zoning: Single -Family Residential District (RSF) Present Land Use Designation: Residential Low Density Requested Land Use Designation: Residential Low Density Existing Use of Property: 1 Single Family Residence w/ Accessory Structures 0 Check box is separate narrative is attached. SCANNEC Section 3: Property APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, 1, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Estate Development Corporation Contact: Tom Gonyea Address: 15250 Wayzata Boulevard, Suite 101 Phone: (612) 990-0666 City/State/Zip: Wayzata, MN. 55391 Cell: Email: to landmn.com Fax: Signature: Date: 6/1115 PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. 1 understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name. Michael W & Leah R Glaccum Contact: Address: 6003 Coffer Woods Ct. Phone: City/State/Zip: Burke, VA. 22015 Cell: 6, / Z - Z -5"/ - 2.27 7 Email: _ C Z/NN la_ C66 4frore7° ropy Fax: 73-z - y 7Y - 9583 Signature: Date: This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Alliant Engineering, Inc. Contact: Mark Rausch Address: 233 Park Ave. So. Suite 300 Phone: (612) 767-9339 City/State/Zip: Minneapolis, MN. 55415 Cell: Email. mrausch@alliant-inc.com Fax (612) 758-3099 Section 4: Notification Information Who should receive copies of staff reports? 'Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: ❑� Applicant Via> Z Email 2] Mailed Paper Copy Address: ❑✓ Engineer Via: Z Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other' Via: ❑ Email ❑ Mailed Paper Copy Email. INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing (required) SAVEFORM PRINT FORM SUBMR FORM PRELIMINARY SUBDIVISION AND REZONING SUBMITTAL NARRATIVE GLACCUM PROPERTY CHANHASSEN, MINNESOTA Amended June 16, 2015 SITE INFORMATION Legal Description: That part of the Southwest Quarter of the Northwest Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, described as follows: Commencing at the southwest comer of said Southwest Quarter of the Northwest Quarter; thence on an assumed bearing of South 88 degrees 03 minutes 48 seconds East along the south line of said Southwest Quarter of the Northwest Quarter a distance of 330.10 feet to the point of beginning; thence North 01 degrees 50 minutes 12 seconds East 331.80 feet to the intersection of the westerly extension of the south line of SHADOW RIDGE; thence South 88 degrees 03 minutes 48 seconds East 408.80 feet along the southerly line of SHADOW RIDGE 3`d ADDITION and SHADOW RIDGE; thence South 01 degrees 21 minutes 04 seconds West 331.81 feet along SHADOW RIDGE and SHADOW RIDGE 2"d ADDITION to the South line of the Southwest Quarter of the Northwest Quarter; thence North 88 degrees 03 minutes 48 seconds West 411.61 to the point of beginning. Address: 1510 Lake Lucy Road, Chanhassen, MN PID: 250022900 PRELIMINARY SUBDIVISION AND REZONING REQUEST The proposed plan consists of a low density single family residential development with 4 single family homes lots. The proposed development will require rezoning the property from RR — Rural Residential District to RSF — Single Family Residential District. The proposed rezoning of the property from RR to RSF would provide a per acre unit density consistent with the City's Comprehensive Plan land use plan. EXISTING SITE DESCRIPTION The development site is 3.125 acres and is bound by Lake Lucy Road to the south, Yosemite Ave., to the west, Shadow Ridge 2"d Addition to the east and north. The property is currently used for Preliminary Subdivision and Rezoning Submittal June 16, 2015 Glaccum Property — Chanhassen, MN Page 1 of 6 one single family home with two accessory garage buildings. The existing residence driveway connects directly to Lake Lucy Road. The property has significant topography with a slope cutting from west to east through the property. The southern portion of the site is above the slope and the north half is on the low side. The higher elevation areas of the site primarily drain northerly over the existing slope to the lower half of the property. The lower north half of the property contains a wetland that is a portion of a larger wetland that extends northerly offsite. The lower area of the site and wetland is in landlocked drainage condition with the nearest overflow elevation roughly 13 feet above the wetland delineation elevation. The existing slope through the site is currently not very stable with several existing trees having fallen and uprooted. Approximately 78% of the useable site area is covered with tree canopy. The dominant tree species on the site is Box Elder with some Ash and Basswood, there are only a small amount of Oak, Elm or Maple. COMPREHENSIVE PLAN DESIGNATION The application area has a current and future Comprehensive Plan Land Use designation of Residential Low Density. The surrounding land use is also mostly Residential Low Density. The land directly north of the property has a land use of Parks Open Space and there is a portion of land south and west of the property that is Residential Large Lot. The Residential Low Density land use guides for single family housing density of 1.2 — 4.0 units per acre. The City has used an average of 2 units per acres for projection of land demand. The proposed development plan has a density of 2.16 units per net acre and so is consistent with the current and future Comprehensive Guide Plan land use for the property. ZONING CLASSIFICATION The property has a current zoning classification of RR — Rural Residential District. The properties to the north, south, and east of the development site are also zoned RSF — Single Family Residential District. The properties west of Yosemite Ave and southwest of the project site are zoned RR. The proposed development plan will require rezoning from RR to RSF — Single Family Residential District, which is consistent with adjacent developments and consistent with the current land use plan for the property. Preliminary Subdivision and Rezoning Submittal June 16, 2015 Glaccum Property — Chanhassen, MN Page 2 of 6 PROPOSED RESIDENTIAL PRELMINARY SUBDIVISION PLAN The applicant's intent is to create a 4 lot single family residential development that is enhanced by the proximity to the open space and wetland onsite and offsite to the north. The development plan is consistent with the existing developments directly to the east and south of the property and is considerate of market demands. The project also is consistent with the density requirements of the City's current and proposed land use plan. The homebuilder for the lots will be David Weekley Homes. David Weekley Homes is a privately owned homebuilder who has recently entered the Twin Cities market. This development would be there first project in the area. The following is a brief summary of primary project elements currently proposed: Primary Site Features • 4 Single family homes • Preservation of onsite wetland and wooded wetland buffer. • Outlot over the existing wetland that will be provided to the City after platting. • Wetland buffer creation in accordance with City requirements and establishment of a conservation easement beyond the City required wetland buffer. • Extension of public sanitary sewer to the west property boundary. • Granting additional Lake Lucy Road right of way and permanent dedication of Yosemite Ave and Lake Lucy Road right of way. • Creation of a safe 4 -legged intersection Lake Lucy Road and Lakeway Drive. • Removal of the existing deteriorating retaining wall adjacent to Lake Lucy Road. • Removal of an existing septic and drainfield improving water quality in the onsite wetland. • Installation of stormwater management facilities to provide volume control, water quality and rate control for runoff from the new roadway prior to discharging to the onsite wetland. • Enhanced development landscaping including tree planting along Lake Lucy Road and the east property line and within conservation area. Conceot Plan Areas Gross Acreage 3.125 acres Wetland Area 0.444 acres (Exc. 0.006 ac within Yosemite Ave R/W) Conservation Easement 0.467 acres (Inc. 0.137 ac wetland buffer) Yosemite Ave and Lake Lucy Road R/W Dedication 0.599 acres Net Buildable Acreage 1.615 acres Net Density 2.48 units per acre Lot Dimensions Required Provided Width along R/W Standard Lot 90'(minimum) 90' Width at Front Setback Cul -De -Sac Lot 90'(minimum) 90' Corner Lot Width 90'(minimum) 100' Lot Depth 125'(minimum) 148' Lot Size Minimum 15,000 sf 16,068 sf Lot Area Average 19,889 sf (0.46 acres) Preliminary Subdivision and Rezoning Submittal June 16, 2015 Glaccum Property — Chanhassen, MN Page 3 of 6 Setbacks Side Setbacks 10' 10' Setback to Public Right of Way 30' 30' Front Setback 30' 30' Rear Setback 30' 30' Site Access and Pedestrian Circulation The proposed development will be create a new cul-de-sac connection to Lake Lucy Road in alignment with the existing Lakeway Drive to the south creating a 4 -legged intersection. 'Three of the proposed homes will be connected to the new cul-de-sac and the remaining home will have a driveway connection to Yosemite Avenue. The project is not proposing any new sidewalk internal to the project. The existing trail along Lake Lucy road will be removed and reconstructed within the project limits. Currently, the trail is located right on the back of the Lake Lucy Road curb but the proposed plan will shift it 2' back from the curb to be similar to the existing trail section to the east of the site. Grading The site and slope will be regraded to develop the 4 home pad sites and cul-de-sac roadway. Per City requirement all proposed graded slopes will not exceed 3 horizontal to 1 vertical. Sanitary Sewer and Watermain The project will connect to public sanitary sewer in Lakeway Drive. The trunk sewer will be extended to the north to the new cul-de-sac via directional drilling to avoid disturbance to Lakeway Drive and Lake Lucy Road. The trunk sewer will also be extended to the west property limit along the north side of Lake Lucy Road right of way to service the proposed westerly lot and for future development west of the site. The site will connect to public watermain in the Lake Lucy Road. A trunk watermain will be extended northerly into the new cul-de-sac to provide service to three lots. The fourth lot will require an individual service connection to the trunk watermain in Lake Lucy Road. Stormwater Management The development is located within the Minnehaha Creek Watershed District, however, the City of Chanhassen and the City's Surface Water Management Plan provides governmental jurisdiction. The proposed development's stormwater management plan does provide the required volume control, water quality, and peak rate control. The development will provide stormwater management via an underground infiltration storage pipe and conservation of pervious area. Preliminary Subdivision and Rezoning Submittal June 16, 2015 Glaccum Property — Chanhassen, MN Page 4 of 6 Runoff from the new cul-de-sac will be captured and pretreated in a sump manhole prior to discharging into a perforated infiltration pipe. The underground storage pipe and conserved pervious area will provide volume control equivalent to 1" of runoff over the proposed additional impervious surface. In larger events the pipe will discharge to the wetland onsite. The onsite wetland has been delineated by Kjolhaug Environmental Services Company. The wetland is classified by the City as a Manage 2, requiring a 20' wide buffer and a 30' building setback to the buffer. The wetland is part of a regional landlocked low area so a back to back 100 year flood analysis was completed to verify there are no flooding concerns. The natural overflow to the wetland is towards the SW and is roughly 13' above the wetland delineation at an elevation of 1012.5, however, the back to back 100 year flood level is only around 1003. The lowest floor proposed on the project is 1013 or 6" above the natural overflow so there is no flooding concern for the proposed homes. Tree Preservation The estimated baseline tree canopy coverage for the existing site is 78% of the net area (excluding perimeter right of way dedication and wetland areas). Per the City code, low density residential is then allowed to remove to a limit of 46% tree canopy prior to requirement of mitigation. The development plan proposes to maintain tree canopy coverage of 20% and thus tree replacement of 26 trees is required. A total of 27 trees are proposed to be replanted per City regulations. A conservation easement of 0.467 acres in size is proposed immediately adjacent to the wetland and along the north plat boundary line. The conservation easement will cover the area of wetland buffer and additional area upland of the required wetland buffer. The conservation area will remain primarily undisturbed with a small impacts needed to install a storm sewer outlet and blend proposed and existing grades. Disturbed areas will be restored and replanted with native tree species. Landscaoine The landscape plan for the project will include boulevard trees within the 4 new lots. The required mitigation trees have been proposed along Lake Lucy Road, along the project's east boundary adjacent to existing homes and in the conservation easement area. The proposed trees are a mix of deciduous, coniferous, and ornamental. Since Lake Lucy is defined as a collector road, the development is required to create buffering landscape along that frontage. Enhanced buffer landscaping including shrub and ornamental tree plantings have been proposed along Lake Lucy Road. The proposed single family yards will be vegetated with typical residential turf grass and the wetland buffer area will be vegetated with wetland buffer seed mix. Disturbed areas will be restored with native vegetation. 13,11/lTi: /:�.1 W I Preliminary Subdivision and Rezoning Submittal June 16, 2015 Glaccum Property — Chanhassen, MN Page 5 of 6 If the City approves the preliminary subdivision and rezoning request, it is the Applicant's desire to proceed immediately with application for final review in hopes for possible construction in Fall 2015. CONCLUSION The applicant respectfully concludes that the request for a rezoning and preliminary subdivision approval will allow for a development consistent with City Goals and Objectives for this area. A rezoning to a RSF will allow for a single family subdivision consistent with the adjacent land uses surrounding the property and provides for density goals of the area. Preliminary Subdivision and Rezoning Submittal June 16, 2015 Glaccum Property — Chanhassen, MN Page 6 of 6 VARIANCE REQUEST SUBMITTAL NARRATIVE GLACCUM PROPERTY CHANHASSEN, MINNESOTA Amended June 16, 2015 SITE INFORMATION Legal Description: Beginning at a point in the center of the Public Road 331 feet East of the Quarter Section corner between Sections 2 and 3, Township 116 North, Range 23 West of the 5th Principal Meridian; thence North along a North and South road 331.8 feet; thence East 402 feet to Gust Johnson's land; thence South 2 degrees 20 minutes West 332.2 feet to an East and West road; thence West along said road 385.5 feet to place of beginning, situated in the Southwest Quarter of the Northwest Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota. Address: 1510 Lake Lucy Road, Chanhassen, MN PID: 250022900 VARIANCE REQUEST The proposed request for variance from City Code is for permission to regrade an existing sloped area that currently meets criteria of a bluff per City Ordinance. The Ordinance states that to be classified as bluff it must have three characteristics, see the following City Code definitions. Bluff means a natural topographic feature such as a hill, cliff or embankment having the following characteristics: I . The slope rises at least 25 feet above the toe of the bluff; and 2. The grade of the slope from the toe of the bluff to a point 25 feet or more above the toe of the bluff averages 30 percent or greater; and 3. An area with an average slope of less than 18 percent over a distance for 50 feet or more shall not be considered part of the bluff. (20) Bluff impact zone means a bluff and land located within 20 feet from the top of a bluff. (20) Bluf, side of means a point at which both conditions for a "bluff no longer exist. The side of the bluff is delineated by a line connecting the top and toe of a bluff at a location in which the slope of the bluff is less than 30 percent or the change in elevation becomes smaller than 25 feet. (20) Variance Request June 16, 2015 Glaccum Property — Chanhassen, MN Page 1 of 5 Bluff, toe of means the point on a bluff where there is, as visually observed, a clearly identifiable break in the slope, from flatter to steeper slope above. If no break in the slope is apparent, the toe of the bluff shall he determined to be the lower end of a 50 -foot segment, measured on the ground, with an average slope exceeding 18 percent. (20) Bluff, top ofineans the point on a bluff where there is, as visually observed, a clearly identifiable break in the slope, from steeper to gentler slope above. If no break in the slope is apparent, the top of the bluff shall be determined to be the upper end of a 50 -foot segment, measured on the ground, with an average slope exceeding 18 percent. (20) Exhibit 1 shows the existing conditions of the property and highlights the portion of slope that meets all three of the characteristics necessary to be qualified as bluff. The variance if granted would allow for a regrade of the area above the bluff reducing the overall height of the slope to less than 25' and eliminating it from bluff classification. Removal of the bluff classification would allow for a site that could be fully graded and developed. VARIANCE BENEFITS Granting the requested variance to City Code would provide several public community and City of Chanhassen benefits. Benefits to Existing Conditions 1. Removal of the existing limestone retaining wall located along the north side of Lake Lucy Road, (see Exhibit 2). • The existing elevation difference and need for the retaining wall between the subject property and roadway was due to the previous construction of Lake Lucy Road. • The wall reaches a maximum height of 8' is only 10' back from the edge of roadway. The wall is old and been inplace for a significant length of time. The wall will have to be replaced by the City at some time in the future if the road is widened or if the wall conditions deteriorate further. 2. Regrading to lower the existing grades and removing the wall along the north side of the Lake Lucy Road's boulevard will improve the sightline distance to the east for the intersection at Lake Lucy Road and Yosemite Ave. • The existing elevations are much higher along the north side of Lake Lucy Road (reason for the existing retaining wall) and that differential creates a sightline obstruction to the east for drivers at Yosemite Ave. • The existing area above the retaining wall is also covered with heavy vegetation adding additional sightline obstruction. • The existing sightline obstruction is especially dangerous in this location because Lake Lucy Road is climbing in significant elevation to the east (14' vertical feet higher only 300' east at Lakeway Drive). The significance of the existing crest curve adds importance to providing adequate sight distance to drivers at Yosemite Ave. Variance Request June 16, 2015 Glaccum Property — Chanhassen, MN Page 2 of 5 3. Removal of the existing residence's septic tank, outlet drainpipe and drainfield will provide water quality benefit to the existing wetland. The septic system removal will require disturbance of the slope currently classified as bluff. • The existing drainfield is located close to the existing wetland at approximately 60 feet and thus its removal will add water quality benefit to the wetland. • The septic tank is located on the north side of the existing home within area that is in bluff impact zone. Removal of the tank would require grading in the bluff impact zone and into the top of the slope. • The drainpipe from the septic tank to the drainfield is routed down the slope north to the drainfield at the base of the slope. Removal of the outlet pipe would require grading in the bluff slope. • It would be difficult to restore the existing bluff to a stable condition after disturbing it to remove the septic outlet pipe. An additional non -benefit note; the removal of the existing home (built in 1910) will require disturbance of the bluff impact zone and likely into the top of the slope currently classified as bluff. The home was built only 8' from the top of the slope in the bluff area. Benefits of the Proposed Plan 1. The proposed plan would create a 0.444 acre outlot over the existing wetland and provide that outlot to the City after final platting, (see Exhibit 3). • Transferring the outlot ownership to the City would put the wetland into the City's full control in a more defined manner than a conservation easement. • The property directly to the north of the proposed outlot is covered by wetland and is currently in an Outlot owned by the City. • The new outlot would put the entire landlocked wetland complex on the east side of Yosemite Ave in outlots owned by the City. 2. The proposed plan would dedicate conservation easement over a 0.467 acre area that would cover the proposed 20' wide wetland buffer, area upland of the buffer and area along the north plat boundary. • The proposed wetland buffer is 0.137 acres of the conservation easement resulting in 0.33 acres of natural buffer area provided in excess of City requirements. • The 0.33 acres represents 10.6% of the gross plat area or 17.0% of the net buildable area (prior to the conservation area deduction). • The conservation easement would include a 30' wide strip of land along the north plat boundary providing buffering to the property to the north. Extension of public sanitary sewer to the development's west property boundary benefiting the City and the property owners to the west of the proposed development. • The sewer would be extended north from an existing manhole in Lakeway Drive and then west along the north right of way line of Lake Lucy to the western limits of the property. Variance Request June 16, 2015 Glaccum Property — Chanhassen, MN Page 3 of 5 The sewer alignment would require significant excavation depths of close to 20' in the north boulevard of Lake Lucy Road and above the bluff area. The sewer would be extended north from Lakeway Drive via directional drilling to avoid disturbance to Lakeway Drive and the intersection at Lake Lucy Road. 4. Safety of a cul-de-sac connection to Lake Lucy Road aligning with Lakeway Drive to the South. • The street connection to Lake Lucy Drive will align with Lakeway Drive to south to create a 4 -legged intersection. • The cul-de-sac option is designed to City standards with street lighting to provide a safe vehicle connection to Lake Lucy Road and good vehicular access. • The cul-de-sac intersection will be located at the crest of Lake Lucy Road resulting in improved sight distance. 5. The cul-de-sac design provides the flexibility for a future driveway connection to the existing property located east of the development along Lake Lucy Drive. • The existing property east of the development site has a horseshoe style driveway that currently has two accesses to Lake Lucy Drive. 6. The removal of the existing septic system drainfield will provide water quality benefit to the wetland. The drainfield is located in the lower portion of the site at the base of the slope and within 70' to the existing wetland. The proposed plan would dedicate 7' of additional public right of way for the north half of Lake Lucy Road. • The north half of Lake Lucy Road currently falls within a 33' wide roadway easement within the property. The proposed project would increase the public right of way width to 40'. 8. The proposed plan would result in permanent platting of public right of way for Yosemite Ave and Lake Lucy Road. • The current property boundary goes to the centerline of each roadway with both roads currently confined within roadway easements. • The project if approved would provide dedication and platting of 33' of right of way for the east half of Yosemite Ave and 40' of right of way for the north half of Lake Lucy Road. 9. Development and regrading of the slope will result in a stable and vegetated slope that will provide additional wetland protection. • The existing slope is not stable in its current state. • There is evidence of soil erosion and there are multiple trees that have fallen and uprooted. Variance Request June 16, 2015 Glaccum Property — Chanhassen, MN Page 4 of 5 It is evident that in its current state trees are not allowed to grow long before uprooting causing long term slope stability issues. 10. The trees on the existing slope consist of primarily of box elder with several ash trees. It has been beneficial in some communities to remove ash trees to slow propagation of the Emerald Ash Borer. CONCLUSION The applicant respectfully concludes that the requested variance to grade and remove a bluff classification will provide substantial benefit to the public community and the City of Chanhassen beyond what maintaining the existing slope would provide. Variance Request June 16, 2015 Glaccum Property — Chanhassen, MN Page 5 of 5 1BK 7CC009. a6.1018.6 4X 1027.01 I � I / TOP OF SLOPE J 998.31 ,y TOE OF SLOPE eK 001 23l 101467 \ gra' BK' ���1illTOS W 11.98 X1021.30 BK X1017.78 i 1ooa.aa SLOPE MEETING CITY XTaS CODE BLUFF CRITERIA / /' g12.69 01Z018`9a X 109.20 TOS TPS SLOE IS 25' N HI TPS 039 25 )(1017 07 X101748 1 N860 - TPS/ fa23.o3 ---.' 41.25/ F 101 1025 09 102910 ` TPS BK Go II 1032:57 1 4 0 Go IBOK8.03 1 TPS ..fid W w O — — BLUFF IAQT\ ZONE L— LUFF SfRtI Ty RE SETBACK— LAKE LUCY ROAD 3 Lu I / / 0 30 60 120 SCALE IN FEET EXHIBIT 1n9 a. AtliantE ineerin Inc nsooss sin+ 233 Park Ave S, Ste 300 VARIANCE REQUEST 0.Il llevaf]r.WBy Minneapolis. MN 55415 LOCATION MAP 6,758 0�" CHANHASSEN, MINNESOTA w .auiant4mcom wms es I i €J It_ _, —�- EXISTING OF AND PIF _, LAKE LUCY ROAD - EL=101 _ EL=1032 ir0 EXISTING RETAINING WALL 3 TO BE REMOVED LAKE LUCY c ROAD CREST INTERSECTION SIGHTLINE IMPROVEMENT TO EAST N (POST REGRADE AND RETAINING WALL REMOVAL) i 0 30 60 120 SCALE IN FEET Dwp.r 21a a.a+4a: ,,,n EXHIBIT 2 AlOent Engineeringjk VARIANCE BENEFITS 233 Park Ave S. Ste 300 anyx.. p�de46Y Minneapolls,MN55415 EXISTING CONDITIONS CHANHASSEN, MINNESOTA 6z166�'" w aulant4nc.com M11/16 HL IJ 0 30 60 120 SCALE IN FEET naaon „„ EXHIBIT 3 APEngineering, i 33 30 m. Oq Ilna CMcba4 MMtnn"kApolis, MN 5561155 VARIANCE BENEFITS ve S. 515innea iq ' �3dM '^ PROPOSED CONDITIONS 612.758 a612.7583093080 anv16 CHANHASSEN, MINNESOTA w .aliianNncc GLACCUM PROPERTY CHANHASSEN, MINNESOTA VICINITY MAP wrt Al" SHEETINDEX NO CDVP.R SMET 1 E.XIST1N000MIMNS SURVEY 2 PRELIMINARY PLAT 5 SITE PLAN 6 GRADING AND DRAINAGE PLAN 5 RROSIONANDSEDIMENTCOMROLRAN 6 EROSION ANO SM MEM CONTROL NOTES AND DETAILS T UTILm PAN R TREE CAMPY COVEMOE PLAN 9 ME INVSMIMY AND PRESERVATON PLAN IR LANDSCAPE AND REFORESTATK NPLAN II LANDSCAPE DETAILS 12 DEVELOPER ESTATE DEVCLOPMP.NT CORP'RAM4 8250 WAYZATA BOULEVARD SUITE 101 WAYZATA. MN 53391 PD: 612.950M66 CONTACT: TOM GONYEA EM: t9MRIBImI . CONSULTANT ALLIANT RMINE.T.RINO, INC. 233 PARK AVENUP SOUTH SUITE 51111 MINNEAMLIS.MN5M15 PN: 612 11MNM0 FX: 612�T1&HN9 ENGINEER MARK RAUSCH I.ICP.NSE P.M: mnu.[L(vinllinM�n[ [mm SURVEYOR DENNIS B. OLMSTEAD UCENSENG. 1M25 EM:6rImM[WN[ WM"'a LANDSCAPE ARCHITECT 1 MARK KROMFCK ''CENSE 40, 26222 RM: m4rmMh(mnlliml-iM,mm P,E��M�;,PTw" EDC . xwBO A L L I A N - 1 GLACCUM PROPERTY PRELIMINARY PLAT AND REZONING r � a CD 71 .„ r. LAKE LUCV -. R._AD •• - ."•. _. S: rn ... I — - I / / I — — — — — — — — — — — — — — — -- 1.11 o OP wMEM .w l PRELIMINARY wo. >ow cows*xwnox LE(WL DEeCPIPlION �NO�s OUTlOiA - - , seavr,pt. �➢ �! a ' .. 1 3 �A BLOCK 1 �I 2 Al w R __ IAKE LUCY ROAD 9 L— — — _ 3 w I I J / I P�F��pM�NPa� LEGEND: 0 R2W Mlnne"WIIf.MN 5N15 fi13 ]503080 urN ....158 . s�.. ALLIANT ....,.nnum.e<mm ........�.. m:` FPP1�M1 LM GLACCUM PROPERTY — MWl P v.Y PRELIMINARY PLAT AND REZONING SUBMITTAL ---- =<finR,LRI m� ......,- FD ,.ven wnrxvnlvxne.nxu xum lm InI�Ne HIY, M„... 0 R2W Mlnne"WIIf.MN 5N15 fi13 ]503080 urN ....158 . s�.. 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L---------- -� ---- -- L� crz➢503�0a uw nvw wnnnrn rvan.a•en�� - m�rsevsn ... 'i J ^.y II I Fl w4 xtR^ I I uir errz^...^ we. II I Wj1O -\M C� fOP Nn� �vrt� nrt aro,rcrcn rtxnun D JC ^+ ^^non:.mussels crz➢503�0a uw nvw wnnnrn rvan.a•en�� m�rsevsn ... ALL 1 A N T �,.vw.eNem�cmm GLACCUM PROPERTY PRELIMINARY PLAT AND REZONING JL" .AP"NO Nr"NE`W'T"'""'"N 1� „ - �- SUBMITTAL 11 SNFFTI I OF 12 zn j q',vvasa-A - t _ I I- ' �..... Ayr-" PRELIMINARY PLAT AND REZONING SUBMITTAL I IANOPCAB DiAl1A gm _' sgir-,rsar� _r srax S-°7h°°°s? �3S� . �i�wv. lJln S {�Z1{q�-yam_-._. 1' r > ii y ir3r s -sr * e= `�^'� ovw,an rsNw raver vwlw �L N 5.3SR ' A. ] YLr SSA' mco¢vr—••-- f — �s�r�•1e- a-', Ei i1 C 1Z li ,pM,A.fA,AMNIV.NMII I Q ]�V"M1Avp5.$1e3LU 2M 1. tr. S. 1. BI})SB Fo ur I 61215883 ,,,.. ALLIANT wxw.Nla= q',vvasa-A - t _ I I- ' ilk PRELIMINARY PLAT AND REZONING SUBMITTAL I IANOPCAB DiAl1A �i�wv. lJln No Ei i1 C 1Z li ,pM,A.fA,AMNIV.NMII I Q ]�V"M1Avp5.$1e3LU 2M 1. tr. S. 1. BI})SB Fo ur I 61215883 ,,,.. ALLIANT wxw.Nla= GLACCUM PROPERTY wq[s a. _— PRELIMINARY PLAT AND REZONING SUBMITTAL I IANOPCAB DiAl1A No Ei i1 C 1Z li ,pM,A.fA,AMNIV.NMII I Q ]�V"M1Avp5.$1e3LU 2M 1. tr. S. 1. BI})SB Fo ur I 61215883 ,,,.. ALLIANT wxw.Nla= GLACCUM PROPERTY wq[s a. _— PRELIMINARY PLAT AND REZONING SUBMITTAL I IANOPCAB DiAl1A CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on June 25, 2015, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Glaccum Property — Planning Case 2015-18 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me thi ' qday of ZVLLrle - 12015. Notary PAlie ! ra- KIM T. MEUWISSEN Notary Pu Jc MT Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, July 7, 2015 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Rezoning of property from Rural Residential District Proposal: (RR) to Single Family Residential District (RSF); and Subdivision with Variances of approximately three acres into four lots — Glaccum Property Applicant: Estate Development Corporation Property 1510 Lake Lucy Road Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the W What Happens Wthe public hearing through the following steps: at Meeting: 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2015-18. If you wish to talk to someone about this project, please contact Robert Generous Questions & by email at beenerous(caci.chanhassen.mn.us or by phone at Comments: 952-227-1131. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEWI Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions, Marriott Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations. Rezonings, Comprehensive Man Amendments and Code Amendments require a public hearing before the Manning Commission. City ordinances require all property within 500 feet of the subject site to be notified of Me application in writing. Any Interested party is Invited to attend the meeting. • Staff prepares a report on Me subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a pad of the heading process. The Commission will dose the public hearing and discuss the Item and make a recommendation to the City Council, The City Council may reverse, affirm or modify wholly or pertly the Planning Commission's recommendation. Rezonings, lard use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercialMdustdal. • Minnesota Slate Statute 519.99 requires all applicators to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative Is encouraged to provide a contact for the city, Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff Is also available to review the project with any interested person(s). • Because the Manning Commission holds the public hearing, the City Council does not. Mnutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be Inducted in the report, lease contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time, Tuesday, July 7, 2015 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Rezoning of property from Rural Residential District Proposal: (RR) to Single Family Residential District (RSF); and Subdivision with Variances of approximately three acres into four lots — Glaccum Property Applicant: Estate Development Corporation Property 1510 Lake Lucy Road Location: A location map is on the reverse side of this notiee. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens 1 • Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2015-18. If you wish to talk to someone about this project, please contact Robert Generous Questions & by email at baenerous(o)ci.chanhassen.mn.us or by phone at 952-227-1131. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEW! Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Man Amendments and Code Amendments require a public hearing before the Manning Commission. City ordinances require all property, within 500 feet of the subject site to be notified of Me application In writing. Any interested party is Invited to attend the meeting. • Staff prepares a report on the subject application that Includes all pertinent Information and a recommendation. These reports are available by request. At the Manning Commission meeting, staff will give a verbal overview at the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of Me heading process. The Commission will close the public hearing and discuss the Item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission'a recommendation, Rezonings, land use and code amendments take a simple majority vote of the City Council except rezontngs and land use amendments from residential to commerciallndusMal. • Minnesota State Statute 519.99 requires all applications to be processed wihln 60 days unless the applicant waives this Standard. Some applications due to their complexity may take several months to complete. Any person wishing to fallow an item through the process should check with the Manning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding Meir proposal. Staff is also available to review the project with any interested pemon(s). • Because the Manning Commission hdtls the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be Included In the report to the City Council, 9 you wish M have something to be included in the report, lease contact the Planning Staff person named on the nolificetion. ALAN ROBERT WEINGART ALLEN A & MARJORIE SATTER ALMOND L & CAROLYN C KRUEGER 1685 STELLER CT 6515 SHADOW LN 1600 LAKE LUCY RD EXCELSIOR, MN 55331-9080 CHANHASSEN, MN 55317-9374 EXCELSIOR, MN 55331-9023 BARBARA R CAMERON BRIAN J & DENISE A CARNEY BRIAN R & JENNIFER B JOHNSON 6559 SHADOW LN 6566 SHADOW LN 6639 LAKEWAY DR CHANHASSEN, MN 55317-9374 CHANHASSEN, MN 55317-9375 CHANHASSEN, MN 55317-7578 CRAIG & DEANNA CLAYBAUGH DANIEL J & MARY K MCGRAW DONALD J & NANCY L GIACCHETTI 1630 LAKE LUCY RD 6573 SHADOW LN 6679 LAKEWAY DR EXCELSIOR, MN 55331-9023 CHANHASSEN, MN 55317-9374 CHANHASSEN, MN 55317-7578 FRANK D & CINDY F POSTIC GARY G & AMY MEIER GWEN M WILDERMUTH REV TRUST 6507 SHADOW LN 1420 LAKE LUCY RD 6672 LAKEWAY DR CHANHASSEN, MN 55317-9374 CHANHASSEN, MN 55317-9382 CHANHASSEN, MN 55317-7578 JAMES A & KRISTIN R SANFORD JASON BUTTERFIELD JEFFREY J BAUMER 6520 SHADOW LN 6626 POINTE LAKE LUCY 6500 SHADOW LN CHANHASSEN, MN 55317-9375 CHANHASSEN, MN 55317-8433 CHANHASSEN, MN 55317-9375 JEFFREY J KOERSELMAN JEFFREY T DAHL JOSEPH J & D GAYLE MORIN 6610 POINTE LAKE LUCY 6675 LAKEWAY DR 1441 LAKE LUCY RD CHANHASSEN, MN 55317-8433 CHANHASSEN, MN 55317-7578 CHANHASSEN, MN 55317-8405 JULIE A MILLER KATHRYN J BERSCHEIT KATHRYN KENYON RANDALL 6511 SHADOW LN 6470 YOSEMITE AVE 1571 LAKE LUCY RD CHANHASSEN, MN 55317-9375 EXCELSIOR, MN 55331-9037 EXCELSIOR, MN 55331-9022 KEITH A & MARY JO REINHARDT KRIS E & LISA T BERGLY LAURIE A LOKAR REV TRUST 6530 SHADOW LN 6687 LAKEWAY CT 6642 POINTE LAKE LUCY CHANHASSEN, MN 55317-9375 CHANHASSEN, MN 55317-7578 CHANHASSEN, MN 55317-8433 LAWRENCE H & NANCY S MARC & RENEE SCHUBBE MATTHEW D & STACY A HASTAD M 63 LAKE L 6550 SHADOW LN 1430 LAKE LUCY RD 6663 LAKEWAY DR CHANHASSEN, MN 55317-9375 CHANHASSEN, MN 55317-9382 CHANHASSEN, MN 55317-7578 MICHAEL C & SHARON F TODD MICHAEL J & REGINA M BUCHHOLZ MICHAEL S & JENNIFER A HARTER 6540 SHADOW LN 6656 POINTE LAKE LUCY 6510 SHADOW LN CHANHASSEN, MN 55317-9375 CHANHASSEN, MN 55317-8433 CHANHASSEN, MN 55317-9375 MICHAEL W & LEAH R GLACCUM PATRICK G & ELISE M RYAN PATRICK J EGAN 6003 COFFER WOODS CT 6587 SHADOW LN 6503 SHADOW LN BURKE, VA 22015-2901 CHANHASSEN, MN 55317-9374 CHANHASSEN, MN 55317-9374 RAMESH GURUSAMY 6612 LAKEWAY DR CHANHASSEN, MN 55317-7578 RYAN WILLIAM YANKOUPE 6481 YOSEMITE EXCELSIOR, MN 55331-9036 TERRY M SCHABEL 6545 SHADOW LN CHANHASSEN, MN 55317-9374 TROY M PARRISH 6480 YOSEMITE AVE EXCELSIOR, MN 55331-9037 ROBERT J & SANDRA A KENDALL 1645 LAKE LUCY RD EXCELSIOR, MN 55331-9024 SHAUN D NUGENT 6560 SHADOW LN CHANHASSEN, MN 55317-9375 THOMAS ALAN STEWARD 6471 YOSEMITE EXCELSIOR, MN 55331-9036 TUCKER & ALEXANDRA M MASUI 6619 LAKEWAY DR CHANHASSEN, MN 55317-7578 ROGER L & CHARLOTTE J FRERICHS 6648 LAKEWAY DR CHANHASSEN. MN 55317-7578 SUSAN JORGENSEN 6510 YOSEMITE EXCELSIOR, MN 55331-9038 TODD M & APRIL S BAILEY 6630 LAKEWAY DR CHANHASSEN, MN 55317-7578 I5-- 0? CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Estate Development Corporation and Michael & Leah Glaccum for Rezoning and Subdivision approval with Variance. On July 7, 2015, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Estate Development Corporation and Michael & Leah Glaccum for rezoning of the property from Rural Residential, RR, to Single -Family Residential, RSF, and preliminary plat approval to create four lots and one oudot with a variance from the bluff setback requirement in that they propose to eliminate the bluff area on the property. The Planning Commission conducted a public hearing on the proposed rezoning, subdivision and variance preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT The property is currently zoned Rural Residential District (RR). 2. The property is guided in the Land Use Plan for Residential Low Density use. 3. The legal description of the property is: Beginning at a point in the center of the Public Road 331 feet East of the Quarter Section corner between Sections 2 and 3, Township 116 North, Range 23 West of the 5th Principal Meridian; thence North along a North and South road 331.8 feet; thence East 402 feet to Gust Johnson's land; thence South 2 degrees 20 minutes West 332.2 feet to an East and West road; thence West along said road 385.5 feet to place of beginning, situated in the Southwest Quarter of the Northwest Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota. 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse affects of the proposed amendment. The six (6) affects and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan since the zoning is consistent with the land use designation of the property, utilizes existing infrastructure and provides housing opportunities. b. The proposed use is or will be compatible with the present and future land uses of the area, which are single-family detached houses. SCANNED c. The proposed use conforms to all performance standards contained in the Zoning Ordinance, subject to approval of the bluff setback variance. d. The proposed use will not tend to or actually depreciate the area in which it is proposed since the use is similar to surrounding uses. e. The proposed use can be accommodated with existing public services and will not overburden the city s service capacity since adequate infrastructure is available to the site. f. Traffic generation by the proposed use is within capabilities of streets serving the property. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by the subdivision ordinance; e. The proposed subdivision will not cause significant environmental damage; f. The proposed subdivision will not conflict with easements of record; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate storm water drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off-site public improvements or support systems. 6. Section 20-58 of the City Code provides the following criteria for the granting of a variance: a. Variances shall only be permitted when they are in harmony with the general purposes and intent of this Chapter and when the variances are consistent with the comprehensive plan. The proposed variance eliminates a small area of bluff on the site but preserves a larger natural area adjacent to the wetland at the bottom of the hill. b. There are practical difficulties in complying with the zoning ordinance, which include the fact that only a small area of the site is classified as bluff while the remainder of the steep sloped areas can be altered on either side of the bluff. "Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this Chapter. Development of the site for single-family homes is a reasonable use of the parcel. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. c. That the purpose of the variation is not based upon economic considerations alone, but permits the efficient and logical development of the site. d. The plight of the landowner is due to circumstances unique to the property not created by the landowner since only a minor portion of the site is classified as bluff. e. The variance, if granted, will not alter the essential character of the locality, but would permit the development of homes similar to those in the development to the east, which extend in to the steep sloped areas surrounding the wetland. f. Variances shall be granted for earth sheltered construction as defined in Minnesota Statutes Section 216C.06, subdivision 14, when in harmony with this Chapter, which is not applicable to this development. The planning report #2015-18 dated July 7, 2015, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Rezoning, and Preliminary Plat with Variances subject to the conditions of the staff report. ADOPTED by the Chanhassen Planning Commission this 7' day of July, 2015. CHANHASSEN PLANNING COMMISSION BY. _ Its Chairman ice- I F, Chanhassen City Council — July 27, 2015 Mayor Laufenburger: Any questions for Chief Johnson? Thank you Chief. I'm pleased to hear that you had no significant incidents on the 4"' of July. It was a beautiful night and safe. We love safety on the 41 of July. Chief Don Johnson: Great, thank you Mayor, council. GLACCUM SUBDIVISION, 1510 LAKE LUCY ROAD, APPLICANT/OWNER: ESTATE DEVELOPMENT CORPORATION/MICHAEL & LEAH GLACCUM: REZONING OF PROPERTY FROM RURAL RESIDENTIAL DISTRICT (RR) TO SINGLE FAMILY RESIDENTIAL DISTRICT (RSF): AND SUBDIVISION WITH VARIANCES OF APPROXIMATELY 3 ACRES INTO 4 LOTS. Kate Aanenson: Thank you Mayor, members of the City Council. This item did appear before the Planning Commission on July 7' and they did vote 4 to 2 to approve it. I think there was some discussion on the number of lots which I'll go through in a little bit more detail through my presentation. The project is located on 1510 Lake Lucy Road and the site currently has a house on it that was built in 1910 and it's about 3.12 acres and it's currently zoned Rural Residential. Sorry I'm getting a message here. Mayor Laufenburger: Is it allowing you to go forward? Kate Aanenson: No. Mayor Laufenburger: It's not huh. Kate Aanenson: No it's not. Mayor Laufenburger: Windows is keeping you from moving forward. Kate Aanenson: Yes it is. Mayor Laufenburger: We are the mercy of Redmond, Washington. Can you try again? Kate Aanenson: Hold on one second. Yeah. There we go. Alright so I'm going to give you some different perspectives and kind of frame up the issue and how we came to the zoning that is going forward. The applicant looking at this property looked at, wanted to do some larger executive homes and when we talked about it originally there were some things that we wanted to resolve too. This is an older limestone retaining wall along the road and it's deteriorated over time so one of the goals was to clean up the trail along that side of the road and clean up that part of the site itself and so that was one of the goals. There is a wetland in the back and it's heavily wooded along the wetland so one of the staff's goals too is also to preserve not only the wetland buffer but some additional preservation of trees. The site itself has some area that is, has been mowed and is void of trees and then has some other significant trees on it. When I say significant I mean in larger scale so there is a slight bluff to the site and that was a point of discussion that I'll talk about in a little bit more detail also. So the request is for the rezoning 12 SCANNED Chanhassen City Council — July 27, 2015 from Rural Residential (RR) to Single Family Residential which is consistent with the Comprehensive Plan and the subdivision into 4 single family lots. So part of the request then is for a variance for the bluff setback. So in looking at the residential zoning district, so the RS is what the applicant was requesting but within that the low density being consistent with the Comprehensive Plan there are other zoning applications which is, we see a lot of now which is the R-4 where we have maybe 10,000 square foot lots. People have gone to the 65 foot, 75 foot wide, maybe 8,000 or 9,000-10,000 square foot lots and that could be a choice here because the way our ordinance reads the intent for that zoning district is that you're preserving something so in this circumstance they would be preserving the wetland. In addition to that creating a greater buffer so that application could have been applied as could of the PUD -R. This applicant wanted to go forward with a traditional subdivision and meet those standards but with that was the bluff issue. So we believe that the residential single family is appropriate zoning based on some of the surrounding land uses. There's some larger lots across the street and the immediate area so we felt the traditional RSF which is the 15,000 square foot lot. I'd like to point out too that the average lot size on this is over 18,800 so we haven't done this large of lots for a little while so again looking at trying to provide diversity in housing choices we thought that this was a good option. So again looking at the RSF, the 15,000 square foot lot. The RR, rural residential district and then again using the PUD you could go as small as 11,000 so again we went with the, what the applicant was requesting, the RSF. So the variance itself is for the bluff. There was a bluff noted on the site and that bluff does require the variance. It does also have some retaining walls on the site in order to manage that and I'll go through that in a little bit more detail. So here's the lots itself with the dedicated right-of-way. One home will get access off of Yosemite and the other 3 will come off of the cul-de-sac on Lake Lucy Road so all those meet all the city standards for the subdivision itself. And then you can see Outlot A would be the preservation of the wetland and the additional conservation easement. So the bluff itself lies in this area here. Just behind the existing home that as I stated was built in 1910 and there's a garage and some other out buildings on the property so when we first with the applicant on paper, we said there's a bluff and then we recommended with the applicant so we took someone from the engineering department, the City Forester, and the Stormwater Resources Manager to go out and field check it as with one of the staff planners to verify is it an anomaly. How does this affect the layout of the property? Again this property could have been laid out in different configuration as I mentioned to do some smaller lots and cluster the homes and then you would preserve this anomaly. In doing that you would also put retaining walls right behind the house so in looking at it, there is some tree loss on that area but then in looking at the quality of trees and this discussion was brought up at the Planning Commission that some of the older stock and not of the higher quality. While it's more mature it wouldn't be of the higher quality so this area will be mass graded and the slopes and behind it will be preserved with the significant trees on it. The other thing I did want to mention is that the retaining walls on the site, there's a retaining wall that would be on the eastern portion of the property and. Mayor Laufenburger: That's, and Kate that's not the retaining wall that's present right now? Kate Aanenson: Correct. Mayor Laufenburger: The one that's present is down on Lake Lucy Road is that correct? 13 Chanhassen City Council — July 27, 2015 Kate Aanenson: Correct. The current retaining wall that's in rough shape is along Lake Lucy Road, yep. Mayor Laufenburger: So these would be two new retaining walls correct? Kate Aanenson: Correct. And as a part of that as we've learned through our experience with retaining walls we require that they be engineered. They meet a certain specification that the homeowners also would take ownership of the retaining wall. They wouldn't be a responsibility from the city on that so. So you can see in this area too then there's additional, that this would be the preservation area for the trees on that site. Utilities, again the City does have municipal services to the property so all the lots will be provided sewer and water through the city. The 3 lots coming off of Lake Lucy and then the Lot 1 would come off, the utilities would come off Yosemite. So this is the buffer area. We've got the required buffer and then we took the additional buffer, and this is slightly out of scale with the slide but it's, the additional buffer is this area in here is what we're requiring so then the fencing and tree preservation would be placed along that area so there's no disturbing of that property in the back. Again showing the tree removal and preservation area. And then the recommendation that the staff has that we approve the rezoning from rural residential to single family and the subdivision with the variance to the bluff setback and subject to the conditions of Findings of Fact and I'd be happy to any questions that you may have. Mayor Laufenburger: Alright, thank you Ms. Aanenson. Any questions of staff related to this? Councilwoman Ryan. Councilwoman Ryan: Thank you. I have a couple questions. Obviously I'm familiar with this area. In terms of the buffer itself, are you going into the buffer zone or are you going into the, the required setback? Kate Aanenson: It's outside of the required setback so it's in addition to. Councilwoman Ryan: It's in addition to. And then in terms of the, in the packet it said staff had a concern about the stormwater management. The infiltration system. Do you still have that concern or is that something that's been? Kate Aanenson: No, that's been addressed. Yeah. Councilwoman Ryan: And how has it been addressed? Kate Aanenson: I'll let City Engineer go through that. Paul Oehme: Mayor, City Council member. The maintenance I think was the biggest thing so I think we've worked out how to address that and we increased the size and the capacity of the infiltration basin to accommodate what we think is appropriate for the site. Councilwoman Ryan: But weren't you concerned about access? 14 Chanhassen City Council — July 27, 2015 Paul Oehme: Yeah we do and that, in conjunction with that a good point is a bigger drainage utility easement I think also we looked at so there's basically the infiltration area is off the cul- de-sac down to the wetland so that's the area we'll have to work on. We've got the easement for. City staff will maintain that infiltration area as best as we can but we'll have to just monitor it and there's a sump manhole that's there that we'll be cleaning out over time as well too so I think from a maintenance perspective I think we've got it covered. Kate Aanenson: Mayor if I may I just want to point out too, this is preliminary so at final plat we'll see the revisions. We have a few things that we have for conditions so those will be presented, those changes back to City Council and that will be on consent for final plat so you'll see this once again showing how those changes have been met so they'll work on that between now and food. Councilwoman Ryan: And so then that goes to my next question. You also mentioned, so would that be the conservation easement that you're waiting to get back? Kate Aanenson: That's correct. Councilwoman Ryan: That you needed a legal description. Kate Aanenson: Yep, we'll have that drafted and the City Attorney reviews those and so will we and so those will all be part of the documents that we get before we go for final plat. Councilwoman Ryan: So does that come from the developer or does that come from the resident? Kate Aanenson: ... city attorney draft that and the language that's in there and so we would review that with the developer. They would also check to make sure that it's. Councilwoman Ryan: So when someone goes to build then that easement's already. Kate Aanenson: It's recorded with the property, correct. Councilwoman Ryan: Recorded with the property. Kate Aanenson: So that's what I'm saying. It goes with the final plat documents so that all gets recorded. Councilwoman Ryan: Okay. And then another question in terms of the trails. You said the trail that's in front of the rock wall right now has the zero foot buffer I think. Kate Aanenson: Correct. Councilwoman Ryan: And so you're going to have that setback so there's a 5 foot buffer? Kate Aanenson: Correct. 15 Chanhassen City Council — July 27, 2015 Councilwoman Ryan: How is that then going to connect with the property next door as it goes down Lake Lucy? What does that look like because the property to the east has maybe a 1 or 2 -foot buffer. How is that going to? Kate Aanenson: I'm assuming that working with the Park and Rec Director that they'll make a transition there as you get towards that intersection they'll make a transition. That's something that we'll work out in the final plat. I can bring that forward. I would refer to Mr. Hoffman on that. Councilwoman Ryan: Okay, and then my last question and my concern is just about that, the boulder wall. I know some neighbors that live down in the Shadow Ridge neighborhood have not been able to build up against the bluff before and some of the extensions of their back yards. There's no concern about a boulder wall and as we've experienced in the city failing boulder walls, that then if you're impeding on the bluff, something fails, how are they going to get access to that? You know that's a concern of mine being so far back. Kate Aanenson:.Yeah I think that's one of the conditions. I'll let the City Engineer address it too but one of the things that we've learned over time is how they're engineered and how they're constructed. We changed those standards. Paul Oehme: So City Council and Mayor, yeah. So we limit the height of our boulder walls down to no higher than 6 feet and any wall over 4 feet is going to have to be engineered and designed by a registered engineer as well so we'll have those documentations before any of the wall is built and under this scenario the boulder walls are responsible, the responsibility of the homeowner to maintain and for its upkeep. Councilwoman Ryan: Okay. And one more question, thank you. In the commission meeting there was a suggestion about moving, instead of having 4 lots there would be 3 lots. Can you explain? Kate Aanenson: Sure I think there was just some discussion about the overall layout and our point being is the developer chose to go with an application. We could have put a retaining wall around the knoll and still put in 4 homes. I'm not sure that would have been a better subdivision because there are different zoning choices within that so they could have come in with the RLM and said I'm preserving an open space which is what we stated in our intent to apply for that zoning district. Even for a PUD they have to above and beyond for preservation which is doing even under the residential single family zoning district so you know normally we get people trying to do smaller lots and put more of them in so we hadn't done one of this type before and again walking the site with the developer we felt like just the anomaly of that and how the houses sat. If you look in your staff report there's a comment when we walked the site and it just talks about by grading it as proposed these areas of steep slope are limited to the subject property but they could potentially still build right up to that slope, and I'm reading from page 6 of 17. So staffs position after walking it that we felt that this made a better layout as a whole instead of trying to put the 4 homes in there and kind of work around that existing feature. IV Chanhassen City Council — July 27, 2015 Councilwoman Ryan: How about moving the homes forward so they're not so far? I mean I get it's going to be harder to sell a home on a lot... Kate Aanenson: It had some other challenges when you're looking at sewer depths and things like that too so it's the overall engineering for all of that to make that work. Councilwoman Ryan: Instead of moving the homes forward so they don't back up to the bluff. Kate Aanenson: Correct. Yeah so if you, the plat itself showed potential placement. That doesn't mean they're going to go back as far as that but within that setback yeah. Councilwoman Ryan: Okay. Thank you. Mayor Laufenburger: Thank you Councilwoman Ryan. Any other questions? Ms. Aanenson I have just clarification. So the action the council is taking tonight is twofold. Rezoning the property to single family residential and then doing a subdivision to create these 4 lots, is that correct? Okay. But you mentioned a final plat. What will come back with a final plat? Kate Aanenson: So the conditions that are attached with the preliminary will come back. We'll show you how they've been addressed. Either they've been met. No longer apply. We usually strike out bold so you can track all those conditions that we, how we've addressed them and so they'll submit revised plans addressing all those issues so. Mayor Laufenburger: So that will be a check point that the developer will have with city staff and council that they're doing what we expect them to do, is that correct? Kate Aanenson: Correct so Mayor how it works is the conditions of approval tonight are sent to the developer. These are the things you must follow to go to the next step so that's kind of their marching orders. Mayor Laufenburger: But the action tonight, the action that we take tonight if it is approved is we are rezoning this single family residential and we are creating 4 lots. Okay. Alright. Any other questions or comment? Todd Gerhardt: And final plat and development contract will come back for your approval. Mayor Laufenburger: Thank you Mr. Gerhardt. Is the applicant, this is not necessary but is the applicant present tonight and would the applicant like to make a comment to the council? Welcome, state your name and address please. Tom Gonyea: Good evening Mayor, members of the council. Tom Gonyea with the Estate Development Corporation, 15250 Wayzata Boulevard in Minnetonka. Mayor Laufenburger: Welcome. 17 Chanhassen City Council — July 27, 2015 Tom Gonyea: Thank you. Worked with staff quite a while to try and balance this site and I think did a real fair job representing the challenges we're up against and I think we came up with good plans so with that I'd open it to any questions of council if they have that of me so. Mayor Laufenburger: I think the primary question I have is you're familiar with the Findings of Fact and the things that are required of you, that will likely be required of you for development? Tom Gonyea: Yeah absolutely. Mayor Laufenburger: And you're comfortable with those? Tom Gonyea: Yes. Mayor Laufenburger: Very good, okay. Any questions for Mr. Gonyea? Alright, thank you for coming forward. Tom Gonyea: Thank you. Mayor Laufenburger: Nice to have you here tonight. Okay let's bring it back to the council for comment or motion. Councilwoman Tjornhom: I'll make a motion Mr. Mayor. Mayor Laufenburger: Thank you Councilwoman Tjornhom. Councilwoman Tjornhom: Mr. Mayor I'd like to make the motion that this Chanhassen City Council approves rezoning the property from Rural Residential District to Single Family Residential and subdivision approval with a variance to the bluff setback to create 4 lots and one outlot subject to the conditions of approval and adoption of the Findings of Fact. Mayor Laufenburger: Thank you Councilwoman Tjornhom. Is there a second? Councilman McDonald: I'll second. Mayor Laufenburger: Thank you Councilman McDonald. We have a valid motion and a second. Is there any further discussion? Councilwoman Tjornhom moved, Councilman McDonald seconded that the City Council approve the rezoning from Rural Residential District (RR) to Single Family Residential (RSF), and Subdivision approval with a Variance to create four lots and one outlot subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: Rezoning: 18 Chanhassen City Council — July 27, 2015 1. Contingent on final plat approval. Subdivision: Buildine: 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. 2. Engineered design and building permits are required for retaining walls exceeding four feet in height. 3. Each lot must be provided with a separate sewer and water service. 4. Demolition permits must be obtained before demolishing any structures. 5. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. 6. If applicable, existing home(s) affected by the new street will require address changes. Enaineerin¢: 1. The existing easements on the property shall be shown on the existing topography page of the plan set. 2. The easement dimensions must be revised over the sanitary sewer to provide adequate area to excavate the pipe for future maintenance at a 1:1 slope (minimum), or a 1:1.5 slope (preferred). 3. The developer shall dedicate a conservation easement over the wooded area being preserved adjacent to the wetland. The conservation easement language must allow the property owner of Lot 3, Block 1 to perform proper maintenance and/or replacement of their lower retaining wall or the conservation easement and/or wall must be shifted to allow enough area for said maintenance. 4. For future benefit, an access easement across Lot 4 must be granted to the property at 1430 Lake Lucy Road, or the portion of Lot 4 that lies between the cul-de-sac and 1430 Lake Lucy Road must be dedicated as public right-of-way. 5. The grading plan must be revised to include the proposed elevations at each lot comer. 6. Lot 1, Block 1 shall require drain tile service to promote drainage from the back to the front of the lot. 19 Chanhassen City Council — July 27, 2015 7. The wetland delineation is approved or, if need be, modified for approval and the setbacks and buffer areas are changed as necessary. 8. The Surface Water Pollution Prevention Plan shall be modified to include all elements as required in Parts III and IV of the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System. 9. The SWPPP shall list among the quantities the required volume of topsoil to spread six inches on all areas to be sodded or seeded. 10. The retaining walls will be owned and maintained by the individual property owners. 11. The plans shall show the top and bottom wall elevation for all proposed walls. 12. Walls over six feet high shall not be boulder walls. 13. Tiered boulder walls with a combined total height greater than six feet must have adequate spacing between such that they do not structurally impact one another. 14. The vegetation between tiered walls shall be low or no maintenance. 15. A stop sign shall be installed for traffic on Lakeway Drive before crossing or entering Lake Lucy Road. 16. The plan must show proposed driveway elevations at the center of the proposed driveway at the curb line as well as the maximum slope on each driveway. 17. The maximum allowed driveway grade is 10% at any point on the driveway. The Lot 1 and Lot 4 driveways must be revised to be under that maximum. 18. The plan shall be revised such that there is a five-foot buffer between the trail and traffic on Lake Lucy Road. 19. The pedestrian ramp at the comer of Lake Lucy Road and Yosemite Avenue shall be replaced with an ADA -compliant pedestrian ramp. 20. The City of Chanhassen standard detail plates for pedestrian ramps shall be added to the plan set. 21. The sanitary sewer main on site shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. 22. The eight -inch water main shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. 23. The proposed sanitary sewer and water main shall become city -owned after construction and acceptance by the City Council. 24. The city shall require the developer to extend the sanitary sewer and water main to the northern property line of Lot 1 for future connection of properties to the west. Chanhassen City Council — July 27, 2015 25. The detail plates in the plan set must be updated with the most current City of Chanhassen plates. 26. The applicant's engineer shall provide the anticipated operations and maintenance requirements for the infiltration system and shall demonstrate to the satisfaction of the city, how maintenance, including excavation can occur. 27. The applicant shall move MH 2 to the curb line and, if need be, move OCS 3 a commensurate distance. 28. The sump depth of MH2 shall be four feet. 29. A total of $14,722.50 in storm water utility connection charges shall be due at time of final plat. 30. The applicant is responsible for procurement of, and compliance with, any other agency approvals that may be necessary. 31. Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. Environmental Resources: 1. Tree protection fencing will be required at the construction limits prior to any grading. 2. Lots 1 through 4 will have the following quantities of trees planted, as shown on the landscape plan dated 6/16/15: Lot 1: 4 trees; Lot 2: 3 trees; Lot 3: 3 trees; Lot 4: 4 trees. Bufferyard plantings will be located on Lots 1, 2 and 4. 3. Conservation easement signage shall be installed at property lines and directional changes. 4. All retaining walls must be located outside of the Conservation Easement. Fire: 1. Provide a three-foot clear space around the new fire hydrant. 2. No burning permits will be issued for tree, brush removal. 3. Submit proposed street name to Chanhassen Building Official and Fire Marshal for review and approval. 4. Street name sign shall be installed prior to any building construction. Parks: 21 Chanhassen City Council — July 27, 2015 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected. One lot is being granted park fee credit in recognition of the existing single-family residence that was on the property. The park fees will be collected in full at the rate in force upon final plat submission and approval. All voted in favor except Councilwoman Ryan who opposed and the motion carried with a vote of 4 to 1. A. PUBLIC HEARING ON A REQUEST FOR AN OFF -SALE INTOXICATING LIQUOR LICENSE, APPLICANT: MINNESOTA FINE WINES & SPIRITS, LLC DBA TOTAL WINE & MORE. Mayor Laufenburger: Now we're about to go to the item H on our agenda which includes a public hearing and I just want to make a couple comments before we do this. I'm just getting to that section of my packet that relates to this folks. Okay, before we go to the next item on our agenda let me just make a moment to explain the process that we use for these items. There are two items here specifically and we will take these two items independently. First addressing the application for a license and then secondly addressing the PUD amendment, the final plat approval and the site plan review. First I will introduce the item and then I will ask for a staff report. Once the staff is complete I will ask if there are any questions from the council. Then I will have some brief remarks before the public hearing and I will then ask the applicant, assuming the applicant is present. I believe they are. I will ask the applicant if they would like to make a comment, limiting their comment to the same time that I will limit public comments. Then we will have a public hearing until the public hearing is concluded. I will then close the public hearing. Bring the item back to the council for further questions, comments or motions. Now my expectation is that anyone who wishes to address the council tonight during the public hearing will be able to do so. It will require patience on all of our part but I believe that's the case so that's how we will proceed. So the next item on our agenda tonight is Item H(1)(a). Application for off -sale intoxicating liquor license by Minnesota Fine Wines and Spirits. May we have a staff report please. Todd Gerhardt: Mayor, City Council members. This is an off -sale liquor license request for Total Wine and More. The location map shows it's at 510 Lake Drive East. To the east of Bookoo Bikes. To the north of Summerwood. To the west of Community Bank and to the south of Houlihan's Restaurant. Carver County Sheriff s office completed the background check and no negative comments were found. State statute and city code does not limit the number of off - sale licenses. Does not limit the size of liquor stores nor the distance requirements between off - sale liquor stores. No distance requirements from churches or schools. The applicant currently meets all State and City license requirements at this time. Staff recommends approval of the off - sale liquor license request from Total Wine and More contingent upon approval of site plan. Final approval from the Minnesota Department of Public Safety. This is a public hearing and staff would ask that you open the public hearing at this time. P*A Chanhassen Planning Commission — July 7, 2015 All voted in favor and the motion carried unanimously with a vote of 6 to 0. Aller: The matter is moved to the City Council. Those individuals wishing to discuss other items with regards to the City Council or follow this item to the City Council for it's final determination is presently set for July 27, 2015. Thank you all for participating. We're going to take a minute recess here to allow the room to clear and those individuals that might have been here for item number 3 that was presently on the calendar. Arbor Glen planning case, that matter has been removed from the calendar at their request and that will be extended and heard by this commission on the 211'. The Planning Commission took a short recess at this point in the meeting. PUBLIC HEARING: GLACCUM SUBDIVISION. PLANNING CASE 2015-18• REOUEST FOR REZONING OF PROPERTY FROM RURAL RESIDENTIAL DISTRICT MR) TO SINGLE FAMILY RESIDENTIAL DISTRICT (RSF); AND SUBDIVISION WITH VARIANCES OF APPROMMATELY THREE ACRES INTO FOUR LOTS ON PROPERTY LOCATED AT 1510 LAKE LUCY ROAD. APPLICANT/OWNER: ESTATE DEVELOPMENT CORPORATION/MICHAEL & LEAH GLACCUM, Generous: Thank you Chairman Aller, commissioners. As you stated Planning Case 2015-18 is Glaccum Subdivision. Glaccum's are the property owners for this site and so that's where the name comes from. Tonight we're holding the public hearing and this goes to City Council on July 27`s. The applicant is Estate Development Corporation and Michael and Leah Glaccum. Again it's a rezoning of the property from it's currently zoned Waal residential to residential single family or RSF. The property is guided in the Comprehensive Plan for residential low density uses and this means density of 1.2 to 4 units per acre. This development will come in within that range and it complies with all the requirements of the RSF district. The property is located at the northeast corner of Lake Lucy Road and Yosemite. Property address is 1510 Lake Lucy Road. There is an existing single family home on this site as well as a couple out buildings and a little garden. The northwest comer of their property consists of a wetland complex and the one issue we had in here is there's a small portion of the site meets the city criteria for a bluff and the City defines a bluff as having an elevation change of 25 feet or more and a slope of 30 percent or greater so when it has both those criteria then we consider it a bluff. However this entire ridge area, there's only a small percentage of this. The development to the east Shadow Ridge has the same slope configuration. However none of that met the bluff criteria so everything around this bluff area could develop except for that specific area behind the existing house. That house does not meet the City's requirements for setback from a bluff. It's approximately 10 feet from the top of the bluff. Bluff setbacks are 30 feet. So the applicant, as part of this development with the subdivision is requesting a variance from the bluff setback requirement and in this instance to go to zero setback they want to take out the top of that hill and make the residential area developable. What staff worked with the developer on was trying to preserve the wetland area and the wooded area on the northern, on the north side of this project. Down in the bottom of the bowl if you will. Again this is a rezoning from rural residential to single family residential district and a subdivision of the property into 4 single family lots. As part of the development they would outlot the wetland and they would also 22 SCANNED Chanhassen Planning Commission — July 7, 2015 provide, dedicate the right-of-way for both Yosemite, Lake Lucy Road and the small cul-de-sac that will access the 3 lots on the eastern side of this development. The property on the west side is limited to access off of Yosemite since Lake Lucy Road is classified as an arterial roadway and the city's hierarchy of road systems and we do not permit direct property access to arterial roads when we can avoid that. That's why we're having them put in the public street. That little cul-de-sac bubble. The zoning of the property, for property that's guided residential low density there are several zoning districts that would be consistent with that. The single family residential district is the most prominent one that we have in the city but also the R-4 district which is low and medium density residential. The RLM district which is residential low and medium density district and a planned unit development residential could all be consistent with the Comprehensive Plan. However in this area there's not single family residential PUD's immediately surrounding this. The single family properties to the north and east are zoned RSF and on the south side of Lake Lucy Road is also zoned RSF. The large lot developments to the southwest of this are part of, off of Steller Court are part of large developments, 2 %z acre minimum lot sizes and the rural residential district zoning is consistent with that. However the RSF district is not. What our Comprehensive Plan allows is that we don't make people rezoning to be consistent with the land use until such time as they propose to intensify or redevelop the property and at that time any approvals by the City must be consistent with that. The RSF district is consistent with that and we are recommending approval of the rezoning which would permit this development. That leads to the subdivision of the property. They are proposing to creating 3, or 4 single family lots. We're having them outlot the wetland in a separate lot so that that can be dedicated or donated to the City and then we retain control over that. Each of the lots exceeds the minimum requirements of the RSF district. On average the lots are approximately 20,000 square feet in area. RSF district requires a minimum of 15,000 square feet. The house site on Lot 2 is approximately where the existing house is located. They're just pushing it to the north and northwest slightly and that's where the bluff area is. To make this site developable that's what they needed to do. They are providing a stormwater infiltration system between Lots 2 and 3. As part of this project we're having the project engineer look at the maintenance and repair. Maintenance responsibilities for that providing that to the City. Long term the City will be responsible for maintenance of that public improvement which serves all the lots on the cul- de-sac basically. As part of the plat again they're dedicating the right-of-way for Lake Lucy Road and Yosemite and the small cul-de-sac bulb that will serve the easterly lots. They are providing large areas of drainage and utility easements including over Outlot A which is the wetland as well as the stormwater conveyance system between 2 and 3 and then we have our standard drainage and utility easements around all the other lots which are 10 feet on the front and rear and 5 feet on the common property lines. Again there's a small area of this entire ridge area meets the criteria for a bluff. Again the existing house does not meet the bluff setbacks. They could come in and rebuild it. However we wanted to see a uniform development on here. There are some benefits for allowing them to take that out. There's a lime stone retaining wall along Lake Lucy Road that will be coming down as part of this development proposal. That would be in the City's right-of-way so in long term the City would have been responsible for maintaining that or getting rid of that. We are providing a larger area buffer around the wetland as part of the development and a conservation easement will be recorded over that. In this grading picture it's shown as a hatched area around the wetland and along the north property line. The trees within this area will be preserved. The conservation easement will be recorded over that and it will prohibit the property owners from going down and removing those trees. 23 Chanhassen Planning Commission — July 7, 2015 Again this is in the bottom of the slope so it's in the really adjacent to the wetland and it will provide a nice natural area to the north of these house sites. However everything on the top of the bluff and in the back yards of this will be graded as part of the mass grading for the development so. As part of this project the applicant will be providing sewer. Sanitary sewer, water and storm sewer improvements. Again the storm sewer between Lots 2 and 3 is an infiltration system and it meets the new requirements from the watershed district. We'll get a maintenance schedule for that and long term the City will be maintaining that. They'll connect to the water that's in Lake Lucy Road. As part of this project they will extend sanitary sewer to the west end of Lot 1 so. Landscaping for the project meets requirements of the city ordinance for landscaping on residential development including replacement trees. Based on the calculations they needed to provide a total of 26 trees within this development. They're providing a buffer yard along Lake Lucy Road and there's also some plantings adjacent to the eastern property line where there are existing homes to the east. One of the requirements is that they provide an access easement across Lot 4. Should the property to the east eventually redevelop or decide that they don't want to have direct access onto Lake Lucy Road they could come into this cul-de-sac and then have access off of a public street. Again that would improve traffic flow Lake Lucy Road. Staff is recommending approval of the rezoning and approval of the subdivision with the variance to the bluff setback requirements to allow the development to take that bluff out and subject to the conditions of the staff report and adoption of the Findings of Fact and Recommendation. With that I'd be happy to answer any questions. Weick: Was there any study done on what the work on the land would do to the wetland? The impact on that. In other words I imagine there will have to be a significant amount of grading. Aanenson: Right. If you could go back to that grading slide. So typically what we do before those is we'd actually put erosion control up so there's a no touch zone for all those trees so that would be outside of any, that's kind of a no touch zone. Yeah. Tietz: Just doing a quick calculation it looks like it could be 7,000 yards of earth that's going to be taken off. If you take 6 feet off the cap. Aanenson: Yep. Tietz: And then you're building significant retaining walls down by the wetland just to create the lots. It's a pretty disruptive proposal. It looks like it'd be better with 3 lots instead of 4. Aller: But in this, and I guess a question, in this process they'll have to have the NPDES permits. Aanenson: Correct. I think some of the challenges when we looked at this first, Bob if you could go back to the slide that shows there's different land uses we could have looked at. So you could have done 4 homes that you could have clustered them on smaller lots would have been another too. To develop this to preserving that one area so you just went past it. There you go. So if you look at preserving that lower part and you could have come in, which we've done in the past. Some of those smaller lot configurations so clustering that would be another way to get the 4 lots so we did walk the site with, the staff did walk it. The Forester, City Engineer, Water 24 Chanhassen Planning Commission — July 7, 2015 Resources Coordinator, Mr. Generous walked that site to look at, to evaluate all that because it is an anomaly out there and going back to looking at, so one of the City's desired goal is we talked about that retaining wall and that's failing against the City's right-of-way so some of the trade off so those are some of the things that we looked at to make sure that we can mitigate for as you indicated a significant amount of grading because it was a challenge. Tietz: But the vegetation it doesn't look like there's much of significance. It's down in the low lands. Mostly box elder and up top there's a few reasonable trees but they'll be sacrificed. Aanenson: Right but that was the decision that the Forester made too is looking at the quality of what was on the site so all those things went into the factor to consider that but I would agree that taking that top piece off is, it's a significant amount of grading, yeah. Tietz: Yeah Bob, I want just a question in the staff report on page 10 of 17, regarding the maintenance of that proposed drainage system. It said if a system is approved it would fall to the City to maintain and operate. The staff is concerned about what liabilities the City might be exposed to. Is the City willing to accept that responsibility and with the design as proposed and? Fauske: That's an excellent question Commissioner Tietz. As we approach these new rules with the watershed district and we look at the State requirements we're finding that staff has to play out the worst case scenario in these situations and so the comments made in the staff report is just taking a look at the long term viability of these stormwater management systems and ensuring that the maintenance agreements that have to be in place now would adequately cover staffs concerns with regards to making sure that this is a maintainable system. The concern stems from, that the proposed stormwater management system is on a 3 to 1 slope that goes between two yards so that's one of the things that we go through with some of these developers and talking about okay well what's reasonable. How deep will it be at it's deepest point? Do we have adequate easement in order to go and maintain that system if the need arises? Generous: And if you would, condition number 44 was put in there specifically addressed to make their engineer determine what those maintenance responsibilities would be. Tietz: But there's not a homeowners association in this project right? So it would be the responsibility of the City. Generous: Right and also. Tietz: If we accept it. Generous: Right and the City doesn't do all stormwater management. We have a stormwater utility established to help pay for that. We require the developer to initially install that and then we have to accept it as a public improvement long term. Aller: Any additional questions? 25 Chanhassen Planning Commission — July 7, 2015 Madsen: I have a question about the proposed benefit for that access easement with the neighboring lot. So for that to occur does that neighbor have to fund that to build a new driveway to attach to it at some future point? The cost to connect it at this point is not covered within this project. Fauske: At this point the, the existing single family home to the east is not required to make that connection. The staff condition, the condition of approval is just to set up an easement to allow for that to occur in the future if the need arises. As far as who's responsible for the cost, if it's, if there's, the homeowner wishes to do that, that would be their, the onus on them. Another time when that situation might be different is if the City was in there with a street project. Lake Lucy Road was resurfaced back in 2005 so we don't anticipate that we would be in there with a project in the near future, where we would open up that discussion with a resident. Aanenson: If I may, we found this in situations where we tried to connect these and we want to be clear about our intention because if you don't the homeowners in there, in the future may say we don't want that connection and the homeowner that may not be this owner that's to the east of the site but it might be a future owner that says you know I'd prefer to be able to get to that cul- de-sac because it's a T intersection there so over time they may want that. So by having that in there it doesn't prohibit those homeowners to say we don't want that connection made because now it's in writing and it's recorded. So that's why we put it in place if that makes sense. So just trying to plan ahead as Alyson said. There might be a time in the future where somebody may want to make that change. Madsen: Okay, thank you. Aller: Additional questions at this time. Hearing none if the applicant wishes to come forward and make a presentation that'd be great. Welcome sir. If you could state your name, address and representational capacity. Tom Gonyea: Sure. Good evening members of the commission. Tom Gonyea with Estate Development Corporation, 15250 Wayzata Boulevard, Minnetonka, 55391. I think staff did a good job of explaining the project. One thing I'll note, with me tonight Mike Glaccum is the owner of the property. His mother lives there and he's in from out of town for the meeting so if there's questions of him he'd be available to help us out I'm sure. Couple of quick notes. One, you know we did work with staff quite a while and talked a lot about the access. You know I think the idea and staff's goal eventually, if you could get all the driveways off Lake Lucy Road that would be a good goal. It's kind of got to be up to the people but it was important to keep that in a spot where somebody had the option to hook up there if they so desired. Now we're down the road. You know you're at the top of a hill so it's kind of a spot where you want less things coming out onto the road. Not more anyway. One other note as Bob was mentioning the retaining wall. As that comes out you know there will be a new, the trail will probably be sacrificed and so there'll be a new trail installed along with that for the whole frontage of the property up to the cul-de-sac and on the other side of it. I think it continues the whole way right now, is that correct? Yeah so other than that happy to answer any questions you have. I'll leave it at that. 26 Chanhassen Planning Commission — July 7, 2015 Aller: Looking good, thank you. And at this point in time we'll open the public hearing. Any individual wishing to come forward and speak either for or against. Craig Claybaugh: Need my name and address again? Aller: Please. Separate hearing. Craig Claybaugh: Craig Claybaugh, 1630 Lake Lucy Road. Aller: Welcome again sir. Craig Claybaugh: Alright. Question I had, and it's just a question if anybody can address it is the elevation of the sanitary sewer because they extend to the... What the elevation is as it runs parallel to Lake Lucy Road. Aller: While she's looking for that, is there a concern that you wanted to discuss about that or? Craig Claybaugh: Well it isn't so much a concern as it is just in terms of how it's being achieved. How deep it is? Is there any lift stations and houses or how they're accomplishing that? I own a property just to the west of that, beyond that so I have a vested interest in it so. Aller: Awesome, thank you. Craig Claybaugh: Okay. Tom Gonyea: I could speak to that a little bit if you'd like. Aller: Sure. Tom Gonyea: We did take that into account and staff wanted us to keep it deep enough and stub it the west side of the property. I don't know the exact depth over there but the idea was to serve a future property. Our houses are all fed gravity sewer. There is no lift stations in the houses or common lift station for all of them at all so. And there might be, Alyson could maybe find the... Aller: And we have standard depth requirements for our system. Fauske: For sanitary sewer we look at the grade of the sanitary sewer pipe. There's a minimum grade at which we would accept the pipe. We do encourage designers to go, to design a little bit above that grade in order so they can make sure that the constructability of the line isn't compromised. Just looking at the plan set, the proposed sanitary sewer on the west end of the site is 16 feet deep. It appears that they are running it at a minimum grade so the desire is to try to keep that sanitary sewer as deep as possible so that we can get as many folks on a gravity service as possible. 16 feet is not an excessively deep sanitary sewer. You usually look at sanitary sewer is installed below watermain and watermain is 7 'h feet deep so the shallowest is usually somewhere around 10 feet so 16 isn't, is deeper than average but certainly not excessive. 27 Chanhassen Planning Commission — July 7, 2015 Craig Claybaugh: 'Me ... would be the road surface or a third or? Aller: I'll repeat the question if I could hear it but I couldn't hear it so. Craig Claybaugh: The benchmark is 16 feet is the benchmark road surface? Fauske: So the proposed sewer layout is just to give a little bit more background is extending from an existing line in Lakeway Drive up into the cul-de-sac and then also extending to the west and it actually the sewer extension lies north of the existing trail, thank you Bob. So the, with regards to the question as far as what the relative elevation would be it would be the surface elevation at that point to the bottom of the sanitary sewer connection. The sanitary sewer pipe at that location. 16 feet. Tietz: So it's flowing east to Lakeway Drive and then south on Lakeway. Fauske: Correct. Tietz: Correct so we're always. Aller: Gravitationally. So you don't foresee the use of a lift station in that area. Fauske: Not at that location. We'd have to take a look at some of the existing homes on Yosemite. They are larger lots. Some of the homes are set back a little further on the property. Like I said the goal is to have gravity service to as many properties as possible. That being said we realize that when we're looking at extending sanitary sewer after the lots have been developed with homes on them, that there are some situations where we can't achieve a gravity service to the property. Aller: Additional questions? Mike Glaccum: Comments to raise other than an opportunity to just thank. Aller: Sir you're the property. Mike Glaccum: I apologize. Mike Glaccum, 1510 Lake Lucy Road is our family's property. I've not been a resident here for quite some time. I've served in the US Military in the Air Force for the last 26 years. I've just recently retired in January and we've now relocated into the Washington D.C. area which is where I reside now. I would just reflect back on you know purchasing that property, my family in 1965. 50 years ago. I think that qualifies my family as some of the original homeowners at least dating back that far. Certainly it was our intent as a family, my family and I when we purchased that land from my mother 13 years ago to relocate back there ourselves and request to build a new structure roughly where site number 3 is was what we had envisioned. Trying to leave as much space around us as possible to enjoy the size of the lot. You know for reasons that you can all appreciate from our national security situation in the last 15 years my call to serve was strong and I remained on active duty and that delayed and set back our desire to relocate to this area so that I could continue to serve. So the time has M Chanhassen Planning Commission — July 7, 2015 come now. My mother is retired. It's time for her to find a different place where she can be more comfortable and we appreciate the effort that's gone into this building plan. Certainly we appreciate the neighbors and the folks that have lived in the area for quite some time but we do recognize that it's time for her to move on and so again, thanks to Tom and the team for what they've put into this for the work that you've all done thus far coming up with this plan and if there's any questions from me as the property owner I'm happy to entertain those. Aller: So is it your intention then to reside here or are you going to liquidate? Mike Glaccum: No it's not. We're selling the land to Tom and to his team and they'll take it forward for development from there and for the time being we'll be remaining in the Washington D.C. area Aller: Any additional questions? Okay, thank you for your service and if you ever want to come to a real city, we're here. Mike Glaccum: Yes sir. There's a lot of work left to do in the world so thanks. Aller: Okay we're going to close the public hearing portion of the meeting and additional comments, questions. Weick: I am always all for single family development, especially in areas where you know it seems difficult to add houses sometime in Chanhassen. However sometimes areas are undeveloped for a reason and I believe this area falls under that category. So my opinion is that due to the presence of the bluff and the amount of disruption to that area that I see anyway, the plan as it exists now is in my opinion too much. So I would not be in favor of a variance to remove the bluff. That's my opinion. Aller: Additional comments, questions as a result of Commissioner Weick's comments. Undestad: I think I'm looking at it and part of the comments were made earlier as far as there's a lot of dirt moving around and things like that. It is a tough site. It's probably you know you're right, it's why it hasn't been developed for a while but I think that really falls onto what the owners want to spend to create their lots on there. Not so much as it doesn't make sense. Yeah it costs a little more but you know that's up to them. And I think there was some tradeoffs being met for the variance on there and taking care of some things on the street out there so. Yeah it's a lot of work. There's a lot of dirt moving around. There's a lot of trees shuffling around but I think at the end of the day it works for me. Aller: Comments. Madsen: Although it would be better if you didn't need to remove so much dirt for the bluff I do appreciate that there's going to be improvement into the retaining wall and the permanent green space, or the watershed area will be preserved so I do appreciate that. a] Chanhassen Planning Commission — July 7, 2015 Aller: I'm tom. This is one of those ones where I have always said you know preserve our wetlands. Preserve our bluffs and here it's kind of a tradeoff and I'm looking at the highest and best use of the property and I'm trying to see whether or not the tradeoffs are sufficient because we're going to get this sewer and water and they're great considerations but I'm just, I'm torn. We're going to protect our wetlands regardless so it's great that it's an outlot and it will be protecting it but I think we'd be protecting those anyway. The nature of the bluff, the only thing that sways me a little bit with the nature of the bluff is that it's such a small bluff that it's inconsistent with the rest of the community and that our overall plan and goal in the highest and best use if we're going to grant a variance it would allow for that building to occur with limited. It's not like a typical bluff where I would expect it to impact the wetland so because of that I would probably support. So based on that. Tietz: Yeah I think, obviously there's significant change going to occur on the site and it's a very difficult site but you know in respecting the bluff and the desire to protect those in the community, this is not an extensive bluff line. We're not down in the Minnesota River. We're not in an area where we have a mile and a half of bluff with mature oak trees. This is a fragment of a, I would call it a hillside as opposed to a true bluff. The vegetation obviously this area was farmed for many, many years and the trees that have come back are not mature. The disruption is going to be significant and I think that needs to be monitored closely during construction to protect that wetland and I don't know, has the wetland report come back? It said it would be July I0'". Do we really know the status of that wetland? As a classification, at least in the staff report it said you wouldn't have a report until the 10'b of July. Aller: I don't think they have to do a clarification of the waterline. Tietz: Just a clarification of the quality. Was it the waterline? I can't cite the page but I do recall reading that. Fauske: Yes. The delineation has been, was completed and it was classified as a Manage H within the City's management classification and I'm just looking to search for the comment that you're referring to Commissioner Tietz. Tietz: Yeah, I could probably find it Alyson but regardless I think it just needs to be monitored during construction to protect what we do have down there. And as infiltration. Aller: If I could Alyson, is a permit going to be issued by Riley water or DNR or is that shared? It's not us right? Fauske: It was, I just read it too. It was. Aanenson: I think what the conditions are, the approval that are on there so if the wetland delineation moves at all we've got some preliminary delineation. One of the things that we're requiring is that they put a wetland buffer and that puts the homeowner on notice. These are going to be very large executive homes that there's no creep into that area so we'd put wetland delineation markers out there but that's after the homes are built but the challenge is if you look under the conditions then would be that everything is silt fenced and monitored so before we El Chanhassen Planning Commission — July 7, 2015 authorize construction to begin all that has to take place so that's actually field walked to make sure all that silt fence is up and that's in a non -disturbed area so that'd be all those trees and then all the wetlands so what would change would be if the wetland delineation is approved, I'm reading from the conditions of approval, or be modified then the setback and the buffers would be changed so we have, the house plan would be changed. Commissioner would be, you have to meet a setback from that but I think we're all, all those homes as shown, again these are boxes. Not the actual homes. Tietz: Right, right. Aanenson: So it would, it may modify a home type on there. Whether a deck could go there or something like that so when that would be finalized we would check that to make sure that all those homes meet the setbacks as we do standard with routing of a permit. Tietz: Okay. Aanenson: So that would be the minor change that would occur there. Tietz: And so if I misspoke, it's on page 5. 5 of 17 under wetland protection and it says that comments are due by July 10th and that's from the Minnehaha. The report from Minnehaha so I apologize. That was not accurate. Aanenson: Yeah. Yeah. Hokkanen: On page 14 of 17 are you talking about item number 7, the wetland delineation is approved. Be changed, you're talking about that one right? Aanenson: That's what I'm talking about yes. So if the wetland goes 10 feet one direction or another, then that would affect the setback and the buffer treatment that is required. So we would have that before we do a final plat. Again standards with the preliminary plat and then with the final plat that would be modified. Hokkanen: And there is the area of tree conservation in there. Aanenson: Correct and that's, that would all have to be before grading would be commence. We have to authorize that and that would all be staked and silt fenced and we'd walk that to make sure it's in the proper place before they would begin grading. Hokkanen: I mean I guess as a part of a bluff or hillside you can tell by the retaining walls that are going to be on two of these lots are significant. They, I mean and staff is fine with. Those are long, tall, bigger than I mean they're going to be in for 4 feet correct. Aanenson: Yes and they're dropping. Hokkanen: And they will be the homeowners responsibility. There's no association. They will have to maintain those boulder walls. 31 Chanhassen Planning Commission — July 7, 2015 Aanenson: That's correct. Hokkanen: I mean that's a big deal. Aller: Commissioner Weick. Weick: Yeah my concern is and continues to be the proximity to that wetland and you know in my tenure here on the Planning Commission we certainly have precedent to encroach bluff setbacks. To my knowledge we've never gone right into the bluff, right and whether or not it's a significant or insignificant piece of the property, it qualifies as a bluff. I would be concerned about the precedent that that sets especially in the proximity to the wetland you know to take how ever many feet off of that designated bluff area. Aller: Could the house on Lot 2 be built with a variance as to the bluff setbacks without modifying the whole plan? Just as a question. Generous: That house pad starts where the existing house is but then it would go into this bluff area. Additionally you have that stormwater system that's running right down the middle here. Aller: So you'd lose the stormwater system? Generous: Well yeah. It'd have to be reconfigured probably to the east or to the west. Aanenson: So we started at the same point you did then we said let's walk it and see what makes sense on the ground with the experts that are in their field and disciplines to say what makes sense. Is it an anomaly? Is it you know? Then we would go the other way and say okay we could do 4 smaller lots on there. Cluster them in a different way so that was a decision made kind of with the disciplines to say where's the tree preservation? How are we going to manage stormwater? How are you going to preserve the wetland and look at this anomaly of that grading. As was indicated it'd be farmed in the past so because the house was probably here and avoided that one spot but for that. So what are the goals we're trying to accomplish and that's kind of where we went from there to say what were the other goals we were trying to accomplish and that was the vegetation adjacent to the wetland. We kind of have corridor of some wildlife moving through there. Deer moving. Generous: And if you would look at the landscaping plan you can see what our required buffer width is. It's right here. We're basically extending that out to this area. So anything in this crosshatch would now become a buffer area. A conservation easement. One of the conditions is to make sure that the retaining walls are located and constructed so they're outside of that easement area also so there will be some slight revisions at that final platting stage. Undestad: I'll make another comment here. I mean I agree with what you're saying on the bluff point but you know the significant or insignificant comment, I think when you really go out and look at this, you know the comment was made it's really just more of a hill with insignificant vegetation on there which is again why staff had walked it and said alright, what do we really 32 Chanhassen Planning Commission — July 7, 2015 have here. I'm sure if was again like was stated, if it's a Minnesota River bluff or some of our larger bluffs along the creeks and that would be something we're probably definitely going, you know that's different. That is different so I think if it hadn't been, everybody hadn't been out there and really we look at it and go, what's you know. The word bluff is on the paper but what are we really changing out there and is there a benefit to it? Aller: Any additional comments? Concerns, questions of staff or discussion with each other? In that case I'll entertain a motion if someone would like to make one. Undestad: I'll make the motion. That the Chanhassen Planning Commission recommends the City Council approve rezoning the property from rural residential district (RR) to single family residential (RSF) and subdivision approval with a variance to the bluff setback to create 4 lots and one outlot subject to the conditions of approval and adoption of the Findings of Fact and Recommendation. Aller: I have a motion. Do I have a second? Madsen: Second. Aller: Having a motion by Commissioner Undestad and a second by Commissioner Madsen, any additional discussion on the motion? Undestad moved, Madsen seconded that the Chanhassen Planning Commission recommends the City Council approve the rezoning from Rural Residential District (RR) to Single Family Residential (RSF) subject to the following condition: 1. Contingent on final plat approval. All voted in favor, except Weick and Hokkanen who opposed. The motion carried with a vote of 4 to 2. Undestad moved, Madsen seconded that the Chanhassen Planning Commission recommends the City Council approve the Subdivision with a Variance to create four lots and one outlot subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: Buildine: 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. 2. Engineered design and building permits are required for retaining walls exceeding four feet in height. 3. Each lot must be provided with a separate sewer and water service. 4. Demolition permits must be obtained before demolishing any structures 33 Chanhassen Planning Commission — July 7, 2015 5. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. 6. If applicable, existing home(s) affected by the new street will require address changes. En ' eering: 1. The existing easements on the property shall be shown on the existing topography page of the plan set. 2. The easement dimensions must be revised over the sanitary sewer to provide adequate area to excavate the pipe for future maintenance at a 1:1 slope (minimum), or a 1:1.5 slope (preferred). 3. The developer shall dedicate a conservation easement over the wooded area being preserved adjacent to the wetland. The conservation easement language must allow the property owner of Lot 3, Block 1 to perform proper maintenance and/or replacement of their lower retaining wall or the conservation easement and/or wall must be shifted to allow enough area for said maintenance. 4. For future benefit, an access easement across Lot 4 must be granted to the property at 1430 Lake Lucy Road, or the portion of Lot 4 that lies between the cul-de-sac and 1430 Lake Lucy Road must be dedicated as public right-of-way. 5. The grading plan must be revised to include the proposed elevations at each lot corner. 6. Lot 1, Block 1 shall require drain tile service to promote drainage from the back to the front of the lot. 7. The wetland delineation is approved or, if need be, modified for approval and the setbacks and buffer areas are changed as necessary. 8. The Surface Water Pollution Prevention Plan shall be modified to include all elements as required in Parts III and IV of the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System. 9. The SWPPP shall list among the quantities the required volume of topsoil to spread six inches on all areas to be sodded or seeded. 10. The retaining walls will be owned and maintained by the individual property owners. 11. The plans shall show the top and bottom wall elevation for all proposed walls. 12. Walls over six feet high shall not be boulder walls. 13. Tiered boulder walls with a combined total height greater than six feet must have adequate spacing between such that they do not structurally impact one another. 14. The vegetation between tiered walls shall be low or no maintenance. RL! Chanhassen Planning Commission — July 7, 2015 15. A stop sign shall be installed for traffic on Lakeway Drive before crossing or entering Lake Lucy Road. 16. The plan must show proposed driveway elevations at the center of the proposed driveway at the curb line as well as the maximum slope on each driveway. 17. The maximum allowed driveway grade is 10% at any point on the driveway. The Lot 1 and Lot 4 driveways must be revised to be under that maximum. 18. The plan shall be revised such that there is a five-foot buffer between the trail and traffic on Lake Lucy Road. 19. The pedestrian ramp at the comer of Lake Lucy Road and Yosemite Avenue shall be replaced with an ADA -compliant pedestrian ramp. 20. The City of Chanhassen standard detail plates for pedestrian ramps shall be added to the plan set. 21. The sanitary sewer main on site shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. 22. The eight -inch watermain shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. 23. The proposed sanitary sewer and water main shall become city -owned after construction and acceptance by the City Council. 24. The city shall require the developer to extend the sanitary sewer and water main to the northern property line of Lot 1 for future connection of properties to the west. 25. The detail plates in the plan set must be updated with the most current City of Chanhassen plates. 26. The applicant's engineer shall provide the anticipated operations and maintenance requirements for the infiltration system and shall demonstrate to the satisfaction of the city, how maintenance, including excavation can occur. 27. The applicant shall move MH 2 to the curb line and, if need be, move OCS 3 a commensurate distance. 28. The sump depth of MH2 shall be four feet. 29. A total of $14,722.50 in storm water utility connection charges shall be due at time of final plat. 30. The applicant is responsible for procurement of, and compliance with, any other agency approvals that may be necessary. 31. Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. 35 Chanhassen Planning Commission — July 7, 2015 Environmental Resources: 1. Tree protection fencing will be required at the construction limits prior to any grading. 2. Lots 1 through 4 will have the following quantities of trees planted, as shown on the landscape plan dated 6/16/15: Lot 1: 4 trees; Lot 2: 3 trees; Lot 3: 3 trees; Lot 4: 4 trees. Bufferyard plantings will be located on Lots 1, 2 and 4. 3. Conservation easement signage shall be installed at property lines and directional changes. 4. All retaining walls must be located outside of the Conservation Easement. Fire: 1. Provide a three-foot clear space around the new fire hydrant. 2. No burning permits will be issued for tree, brush removal. 3. Submit proposed street name to Chanhassen Building Official and Fire Marshal for review and approval. 4. Street name sign shall be installed prior to any building construction. Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected. One lot is being granted park fee credit in recognition of the existing single-family residence that was on the property. The park fees will be collected in full at the rate in force upon final plat submission and approval. All voted in favor, except Weick and Hokkanen who opposed. The motion carried with a vote of 4 to 2. APPROVAL OF MINUTES: Commissioner Undestad noted the verbatim and summary minutes of the Planning Commission meeting dated June 2, 2015 as presented. COMMISSION PRESENTATIONS. Aller: I'd just like to say thank you to all the sponsors and workers and volunteers that have been out here for the Chanhassen 40' of July celebration and you should take a look at the different names and sponsors that were out there and the best way we can say thank you is to go ahead and Buy Chanhassen. Go in and support them. ADMINISTRATIVE PRESENTATIONS. Aanenson: Subdivision for Moline's was approved. Resolution, Dayco Concrete, their site plan amendment, CUP amendment was also approved and then BeeHive, the 2°a Addition was also approved. And that was for June 0 and then on the 22' there was a variance for, that you had 36 0 Is -V? Affidavit of Publication Southwest Newspapers CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES State of Minnesota NOTICE OF PUBLIC )SS. HEARING PLANNING CASE NO. 2015-18 County of Carver ) NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, July 7, 2015, at 7:00 P.M. in the Council Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized Chambers in Chanhassen City agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- Hall, 7700 Market Blvd. The lager and has full knowledge of the facts herein stated as follows: purpose of this hearing is to considerarequestforRezoningor (A) These newspapers have complied with the requirements constituting qualification as a legal property from Rural Residential newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as District (RR) to Single Family amended. Residential District (RSF); and Subdivision with Variances of / approximately three acres into (B) The printed public notice that is attached to this Affidavit and identified as No. YL four lots on property located at was published on the date or dates and in the newspaper stated in the attached Noti a and said 1510 Lake Lucy Road. Applicant: Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of Estate DevelopmentCorporation. the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both Owner: Michael &Leah Glaccum. inclusive, and is hereby acknowledged as being the kind and size of type used in the composition A plan showing the location of the proposal is available and publication of the Notice: for public review on the City's abcdefghijkhnnopgrs ryz web site at wwwei.chanbassen. mn.us/2015-18 or at City Hall during regular business hours. All interested persons are invited By: to attend this public hearing Laurie A. Hartmann and express their opinions with respect to this proposal. Robert Generous, Senior Planner Email: bgenerous@ sSubscribed and sworn before me on ci.chanhassen.mn.us Phone: 952-227-1131 ,Published in the Chanhassen5'1 Villager on Thursday, June 25, this day of 2015 2015; No. 4152) AIME JEANNE7E WK NO'Nlr?0JC-uNNESora. N+01 bis 7 WVCOk+MSSO DRRES01;3'%'.e RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed bylaw for the above matter :................................ $31.20 per column inch Rate actually charged for the above matter ............................................... $12.59 per column inch SCANNED GLACCUM PROPERTY CHANHASSEN, MINNESOTA xn D OUTLOT A 4 BLOCK 1 3 I 2 i N 0 25 50 100 lo�� SCALE IN FEET VICINITY MAP NOT 710 SCALE SHEET INDEX NO. COVERSHEEf 1 EDISTING CONDITIONS SURVEY 2 PRELIMINARY PLAT 3 SITE PLAN 4 GRADING AND DRAINAGE PLAN 5 EROSION AND SEDDdENT CONTROL PLAN 6 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 7 UTILITY PLAN 8 TREE CANOPY COVERAGE PLAN 9 TREE INVENTORY AND PRESERVATION PLAN 10 LANDSCAPE AND REFORESTATION PLAN 11 LANDSCAPE DETAILS 12 DEVELOPER ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PH: 612-990-0666 CONTACT: TOM GONYEA EM: tom@landmn.com CONSULTANT ALLIANT ENGINEERING, INC 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PIE 612-758-3080 FX: 612-758-3099 I \ I►I ' MARK RAUSCH LICENSE NO. 43480 EM: n=a h@alliant-inc.com SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 18425 IN EM: dolmstead@alliant-inc.com LANDSCAPE ARCHITECT MARK KRONBECK LICENSE NO. 26222 EM: mkronbeck@allianl-inc.wm ONI.'1 F°a "�M�N Pay PSG a OONgtP 0 %�x��flxrro,aK ko�AM °"JFE M°` °"n'M°` 1 E GLACCUM PROPERTY 233 Park Ave S. Ste 300 ao%T �x�w�nu*r ouxt • mrcwwms erwauru®® 612.75Minne308 MN 55415 nmmuLsuaa mma am.�x° nxs 612.7583080 aeN tauMofmasanv COVER SKEET W16250 WAYZATA BOULEVARD 612.758.3099 FA% ""°'" PRELIMINARY PLAT AND REZONING AP Lm A L L I A N T Q"'QC°`�" WAYZATA, MN 55391 www.allianFinc.com SHEET I of 12 PHONE (612) 990-0666 Exc ixE exlxc as r��w ry axre SU BMITTAL — 2 Ta X Id6! ------------ mn o .r �e nefo . veil -e d o d m s ma — Y.xe wa 'rezm e qMI. � � ` aa9e� re n y tin mmee mwf I l \\” `a ' �� �a ml® syn •m nwu.n�rs-w-nu 9 = .se ma e m / r.� ®fl NBSgq}8'W et . loxa I --I I i L----- etiw FOR REVIEW ONLY PRELIMINARY NOT FOR CONSTRUCTION 0 15 30 60 LEGAL DESCRIPTION 9na W dmff s¢enwl amenN of e» NOn to ,r or s.ronn z. romf,fhp 116 NOM f�sge33 WeT. Lrxr fa,rtY. MnresaN. EeoiOM a 4kms .1 f"off,,—aemsowoo oe.lm,an ota—of [eenrgdSouN69J.. f.1N f8 foo -l000 .. of , . 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MIx. e. nu abLl�a. bba. s m..xau¢ Mwe e®bee aoc•w m see.cez oars• MM> 13]5.9 s,a s e.<n dwx I. mN xa.mmwh3s9ren..el wvoxnrc,5x on e. ronn.e. a I.ne w,.y ro.e Iw.n amwenn d Iv9e.Is. LEGEND r � / xex / � ee �11"t� SBB°09'48'E 408 BO I o qa n © w¢ I I .rf A 1 f oas / IIR v I / j l �s{11Is °Miro / ------------ mn o .r �e nefo . veil -e d o d m s ma — Y.xe wa 'rezm e qMI. � � ` aa9e� re n y tin mmee mwf I l \\” `a ' �� �a ml® syn •m nwu.n�rs-w-nu 9 = .se ma e m / r.� ®fl NBSgq}8'W et . loxa I --I I i L----- etiw FOR REVIEW ONLY PRELIMINARY NOT FOR CONSTRUCTION 0 15 30 60 LEGAL DESCRIPTION 9na W dmff s¢enwl amenN of e» NOn to ,r or s.ronn z. romf,fhp 116 NOM f�sge33 WeT. Lrxr fa,rtY. MnresaN. EeoiOM a 4kms .1 f"off,,—aemsowoo oe.lm,an ota—of [eenrgdSouN69J.. f.1N f8 foo -l000 .. of , . Iiredw6SUMwI —ol of 12 WMwfOrorle,atlblerwd930.101x,m,N—f, baginni,q: lfxn NOM -of., i30 Mndme 1: eefo,.b cal mlea red mlr. �nm¢xw�.olm.rxmho.wwname eolrm en.wsrwaw ¢I. .II..-. swn mae�.xmn.nmw e6 ssoo.a Eaf .SramI,,Iu.W.r.a.W.:, Pwwlpx(¢smr.rW:nno.os�WvNmraoGcNmE.m ..o3f9m9,mm,- xwyn.wot.,f,o®wmf Afl.,,ofN of, Nof, eo,—ma ro—wIm11.1 fov— NOTES lsnI«lpsdmCi1mrHweaIIinebl.oOoqIrr>�M.Eaxi ,qy I.mb xwy em nv,f To. LIC. Ixe rHaase won ma,rn+ion e>,na'nuv wmmmwna 4Eeiwsvm MN°�°tl °l9n¢I T9b LLCw ®ting eT,KK M ReWO1c MOad TNe Imuvn Cuwvrf'. (MnnNwY ro. iSLLbl9.Nb0 FGwy t6. MI5. z 9h monn,m w.e.pow IM1bla se eM+w.ee.me x n,l¢„mon nom wq., sw a» ul:yn.n e,. �mmmv swxlo,°b�. m. uml..aon.me wo.:6.tl W . ro�mneeon a ewbde Hale. popvw p.ne o. �v recvrb ed W tvffiaMVOI n¢Y M b auG VmIMNI JvMiu mIW b ¢`eVlrnwn nrOo9n. 3. 96egwrMbn wmMmabgay.rebe®a xn. caner �h mo,ti,eee syswn roma embnes m. Cafar CpAY yueml M.GemOxtle Caw Gu,6eb sYmYn sumwnzva. xnm.I Ve Ircn KWN .ekcl. coaawe.mera em.o sxmm.,. MIx. e. nu abLl�a. bba. s m..xau¢ Mwe e®bee aoc•w m see.cez oars• MM> 13]5.9 s,a s e.<n dwx I. mN xa.mmwh3s9ren..el wvoxnrc,5x on e. ronn.e. a I.ne w,.y ro.e Iw.n amwenn d Iv9e.Is. LEGEND r � f El � o qa n © w¢ 0 O ° . rSOUTH LINE OF THE SW 1/4 OF THE I NW 1/4 OP SEC. 2. TIIB, R23 i - S 88'03'48"E 33010 W 1/4 SEC. 2, TH6. R23 I'1 II 0 15 30 60 SCA® OUTLOT A BLOCK 1 1 I I I I 1 I I I 9 l� l I I 2 I I 1 I �`a I I � i 1 1 I I LAKE LUCY ROAD N88.03'50'W 4 N171100'E 11.24A 1 I 1 , I , 1 1 , I r 1 € 1 1 1: 1 I 1 , 1 I 1 J p4 TI I I I I I I 1 I I i I I 4 I I I I 1 I 1` t �=299 \\\� R=60Do. I I 9 l� l I I 2 I I 1 I �`a I I � i 1 1 I I LAKE LUCY ROAD N88.03'50'W 4 N171100'E 11.24A 1 I 1 , I , 1 1 , I r 1 € 1 1 1: 1 I 1 , 1 I 1 J p4 TI I I I I I I 1 I I i I I 4 I I I I 1 I 1` � I �=299 \\\� R=60Do. I I A-286-io 3p. I ♦ � I 20pB8 � I I `i t I B1 -t2 m 0.T �I I I I�I ;N osbo II 11 11 / l I Bt -u 2t.me am OUHOTA M,912 / L_J F— ON`VT j FO aEv\EW PR `0 pa °oNsa�Gt1°rr '401 Oa PARCEL AREA TABLE PAR(£L AAEA3F AREAAC Bt -u 20pB8 B.b B1 -t2 teAm 0.T Bt -u 21X7 am Bt -u 2t.me am OUHOTA M,912 BM ROW -INTERIOR 11,119 028 NON-FX19WR a.ml Bm TOTAL 106165 SI2 5-„ I-•-5 e II o II ImroeuM rysw W �w.mtaus.n 19we .�N WA9ApA/�IT�.uru�+ wermn> LEGEND: PROPERTY LINE LOT LINE — - - RIGHT X WAY - - - - - - - EASEMENT LINE -- SECTION LINE f------ DRAINAGE AND UTILITY EASEMENT • FOUND IRON MONUMENT HECYC ID,..N"iiwsrun yPpR.0-I TC.UI DALE LSSIIE DATE 1950E E c %a'u Once.W o`m9 W� .sD �°� — GLACCUM PROPERTY 3 DSte un eY Ns ov room 233 Park Ave S, 5 5300 sOTAvlsron u+9nAn •ILD �. a Minneapolis, MN 55475 r usssior B+cuuDm I vrnmo 612.758.3080 MAr1 T1¢uWsanD. srAir.9r� PRELIMINARY PLAT 162W WATWA EOOLEYAHEI 612.758.30x, EA} PRELIMINARY PLAT AND REZONING Sum 101 luuuusrisre QAQc Iuvm% WAYMTA, MN 66391 A L L I A N T W W W.alliaM-inczom PHONE (612) 990-0866 A R A 1 T L ° 118 DALE -- ucTRse ND. ev D„rt SUBMITTAL JuMITTAL S= i OF Iz i I i r r' �R 7 r Y /7 r - - — - - — -1 1 1 LAKE - EIGSiNO PED RAMP 10' BITUMINOUS MAIL - LUCY ROAD Ti I D PED R 8618 CaG TE d DAH ACRES (EXCLUDES 0.006 ACRES WHIN YOSEMITE AVE R/W) wTEAND Rumm (20' WIDE) (AREA INCLUDED IN CONSERVATION EASEMENT) CONSERVATION EASEMENT AREA 0.07 ARES YOSEMITE AVE @ ENKE W RD R/W IX.DIraTION 0.599 ACRE NET BUILDABLE AREA 1.615 ACRES a 4 NET DENSnY LU LU Y J N � 0 15 30 EC MAY CHANCE 5 MILL BE ACCOMMODATE FUTURE IT (TYP) PRy SITE PLAN DATA GROSS AREA 3.125 AO W TAND AREA DAH ACRES (EXCLUDES 0.006 ACRES WHIN YOSEMITE AVE R/W) wTEAND Rumm (20' WIDE) (AREA INCLUDED IN CONSERVATION EASEMENT) CONSERVATION EASEMENT AREA 0.07 ARES YOSEMITE AVE @ ENKE W RD R/W IX.DIraTION 0.599 ACRE NET BUILDABLE AREA 1.615 ACRES PROPOSED OWEWNG UNITS 4 NET DENSnY 248 UNITS/NEI ACRE EXSTING ZONING RR - RURAL RESIOENTML DISTRICT PROPOSED ZONING RSE - SNGIE FAMILY RESIDEMIAL DISTRICT OUSTING LAND USE RESIDMTAL LDN DENSITY PROPOSED LAND USE RESDENIML LON DENSITY PROPOSED MINIMUM LOT MOH AT MOW SENYLK 90 FT (CUL -DE -STC LOTS) PROPOSED MNIWM LOT WgTH AT RKW OF WAY 100 rT (STANDARD LOTS) WETLAND BUFFER DATA MANAGE 2 REQUIREMENT MIN. BUFFER - zD' BUFFER SETBACK - 30' PROMDED 9fll AM0 BUFFER CALCUI ATIIXI UVEAL FRONTAGE KTUND -285 FT REWIRED BUFFER AREA (20' MOTH) -5.700 SF PRONOED BUFFER AREA (M.95AW) -5,971 SF TYPICAL LOT DETAIL NOT TO SCALE LEGEND: -r - rul rayon - MOm�ui —IIF1101Et XM RISA awM¢ 4W Mun ans wx ._-_____- EASEMENT UNE BUIUMG SETBACK PROPS LINE LOT LNE RO1r NEM -AND DEUNEAMN WETLAND BOFFER WETLAND BUFFER SETBACK O CONSEMABON EAGEMEW MONUMENT 0191 ® WEDAND BUFFER STRIP GO SCALE IN FEET 7 / � .1 QOR � COnSErIAIIOn F.tSEMEM LOT DATA TABLE 79 WOE PAD. TYPM:AL— AREA SETBACKS ALLOWABLE •• BLOCK LOT (�) ------ HAPERMOUS FRONT REAR (SF) / 1 20,°96 30 30 5,024 1 2 16,068 30 30 4,017 1 3 21,697 30 30 5.424 1 4 21,696 30 30 5.424 • SDE SETBACKS, SEE TYPICAL LOT DETAIL •• 255 MAXIMUM IMPERMOUS/LOT PER CITY OF CHANHASSED DEVELOPMENT REWLATIONS •AA LOT 2 HAS A 6D' WDE PAD 1A a IS5' b 0"[X 155' b Beti Yev Ems b G I/Y Mise Epe al Gnb 1 A. ugmE. r¢0 1 Yr-K4WT vm sPwB.T.m` " sm IrMew 1.3., r.iE - m7 y„ „y,�b Y-rccT iau 91rrvTv �� TRX IRS -00. 5 Ay,.yab BTR 24' Ngpt ]149V 9tlM Isan1¢ Bv,n L•see W. ]f ;. unba.m e�eetu TRP o�iSRm 5. 3 Pqb eitl CMW ata. 6. Tlie C�1urtFrve eevM1�nurlire�MpNi pe P'— N, 'me me neA� m�Mrv<W. Y X T¢wM iCSeM v6 n Ue Pee¢u of a tltY F.seeb. R IA�e v4vlMb �wve Dl l" v, LITRE mr¢•vm Gi¢0 m X areAtN NeJ pLvee evq Cam ee.r n riie.ei y WIe 5]S] b F�eWeWAp TYPICAL Ian RESIDENTIAL STREET SECTION ENGINEERING DEPARTMENT c;590] NO I0"`�nY9�F1Prv'AAiRx`YP9°ADSV`mP"O9K6FYAKNA1V{M�1.I°EOSNKC*IH9NMTmAIA1TT1NW6ROR4mrAT0IN w6RMANmYTa T N �roIM�rmeAo>WexNc�:nao "a rwMeum °�"unM @YtE.WO °� �` Lllf YiRN 300 Mlnneepolis, MN 55415 ANA�Y� GLACCUM PROIPER TY a 612.756.3060 MAN WAYZATA BOULEVARD SUM 612.758.3099 FAQAQCI9{VRW PRELIMINARY PLAT AND REZONING $FTEPAN Z TAMN55366 LIANTw.allianHnccom $¢ 4 0£12 PHON(612) 990-0666 E"A'"FF"'"A ry SUBMITTAL 233 Park Ave S. Ste a molt atw uc 5 I J 9 I I L �o�reAa sRT01 � J I 5 5 TYPICAL LOT DETAIL NOT TO SCALE LEGEND: -r - rul rayon - MOm�ui —IIF1101Et XM RISA awM¢ 4W Mun ans wx ._-_____- EASEMENT UNE BUIUMG SETBACK PROPS LINE LOT LNE RO1r NEM -AND DEUNEAMN WETLAND BOFFER WETLAND BUFFER SETBACK O CONSEMABON EAGEMEW MONUMENT 0191 ® WEDAND BUFFER STRIP GO SCALE IN FEET 7 / � .1 QOR � COnSErIAIIOn F.tSEMEM LOT DATA TABLE 79 WOE PAD. TYPM:AL— AREA SETBACKS ALLOWABLE •• BLOCK LOT (�) ------ HAPERMOUS FRONT REAR (SF) / 1 20,°96 30 30 5,024 1 2 16,068 30 30 4,017 1 3 21,697 30 30 5.424 1 4 21,696 30 30 5.424 • SDE SETBACKS, SEE TYPICAL LOT DETAIL •• 255 MAXIMUM IMPERMOUS/LOT PER CITY OF CHANHASSED DEVELOPMENT REWLATIONS •AA LOT 2 HAS A 6D' WDE PAD 1A a IS5' b 0"[X 155' b Beti Yev Ems b G I/Y Mise Epe al Gnb 1 A. ugmE. r¢0 1 Yr-K4WT vm sPwB.T.m` " sm IrMew 1.3., r.iE - m7 y„ „y,�b Y-rccT iau 91rrvTv �� TRX IRS -00. 5 Ay,.yab BTR 24' Ngpt ]149V 9tlM Isan1¢ Bv,n L•see W. ]f ;. unba.m e�eetu TRP o�iSRm 5. 3 Pqb eitl CMW ata. 6. Tlie C�1urtFrve eevM1�nurlire�MpNi pe P'— N, 'me me neA� m�Mrv<W. Y X T¢wM iCSeM v6 n Ue Pee¢u of a tltY F.seeb. R IA�e v4vlMb �wve Dl l" v, LITRE mr¢•vm Gi¢0 m X areAtN NeJ pLvee evq Cam ee.r n riie.ei y WIe 5]S] b F�eWeWAp TYPICAL Ian RESIDENTIAL STREET SECTION ENGINEERING DEPARTMENT c;590] NO I0"`�nY9�F1Prv'AAiRx`YP9°ADSV`mP"O9K6FYAKNA1V{M�1.I°EOSNKC*IH9NMTmAIA1TT1NW6ROR4mrAT0IN w6RMANmYTa T N �roIM�rmeAo>WexNc�:nao "a rwMeum °�"unM @YtE.WO °� �` Lllf YiRN 300 Mlnneepolis, MN 55415 ANA�Y� GLACCUM PROIPER TY a 612.756.3060 MAN WAYZATA BOULEVARD SUM 612.758.3099 FAQAQCI9{VRW PRELIMINARY PLAT AND REZONING $FTEPAN Z TAMN55366 LIANTw.allianHnccom $¢ 4 0£12 PHON(612) 990-0666 E"A'"FF"'"A ry SUBMITTAL 233 Park Ave S. Ste E 4 xEEOF 1012.5 `ULTMATE WETLAND OYERGLOw '-00 2+00 3+00 GRADING PROFILE GRADING LEGEND: REfAINNG wN1 HCN PT UEV. 10U0.91 ■ • Pll W GTN 9ASINS >-1- 1-1 - PROPOSED STORM SERER PN STAT+77.00 -- PIRG m EAS m - EXISTING CONTOUR PROPERTY UNE PN E ..1030.31 - - _. sET&N:K UNE 1070 _ _ K:20.00 Lvc:6o.o0 1070 1060 €I �I �y 1060 10501 1050 � toao QR N 1040 1030 "fix 2,00x 1030 E iazfix ITIS IIIG'T f'A 1020 �� RA OR6VEI�Ia FM 1020 OR) 1010 1010 1000 1000 '-00 2+00 3+00 GRADING PROFILE GRADING LEGEND: DEVELOPER: M.IE OEYELO," CpIPCPATKM 101 Wd2`W WA. 7A BWIEVNA. SNIE YI 11 NN 11.1 EOT UNE RWH-OF-WAY P ___ _ No.. 00, R' PPOWSm SWT EIfVAINN! _ TREE PROTECTION UNITS 1UP_ i _ Tw AUS earOM a PRAM ELEVATOi WAIT FlF/ I30El ION FA O COHSEPVATKIN Vff MONUMENT _ _ _ _.. ♦ ""-�v ^ COSTING WGETATKKd UMnS 01RECfpN Of DIWNACE LAKE LUCY ROADrcT631.ASE J _ �+o;TZ_o - - CONSEIRVATION EASEMENT w wAUI our -t y EMERGENCY MFRFLOA RWnNG br GRADING NOTES: - /¢� - - 1. NL FWYED CWDFS $Wl1 $ILPE AM. 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TWO CM6lNIK110N OR _ 17H 11061 RE 001(nh gR HAS RECGE) NO 1NOROVG4Y RES$wID NL RMS NU OVER WCUDIRS APPRPID IN NL CF M PEMRNG NRIMEIFS y / R. MMLVAEIT fgILMNG (aIONG OF (J:1 OR GROOM SqE 9 NID pWIY.E STN6. NOCO NEER I)LWNET OR OIHIX IPPAT4O SOR nIBMINO YEINCO (APPMTND In ENCNEE) I CI W ON\"y V SHQ1 IN AR91E0 IX APPROVED SEED MICURE " A MORROW OF d• iCPYYL i, PEN\E w`.(� \ lO. PRE CppRK CONIP/c'OR YII+T C6CkSS D ROT R C PEN6 MRI NL 9BCbI1MC101b TO VERIFY IwVFS REONFdOlNIS F CERRTUwG s IRg1F➢ DOMINO16MCIIIXR. IO C01CIMMCIOR / F Op. \1`v f` Ox sNPRD ODNSKT MM EROPON . id£CIOR . EIIAEEN m DIERONI AFPREFMTE IETYJO. _ G IX 11, R m PmtLI NPR KXIKN RN (AFPP) OR N EN9W AND s M N C N R OVACE LOC W. MS MPIIpS. NOTES AND OE MS IN L pNG ON R E w Lg F 0 15 30 60 {�Q• T/ ® / Y / C 'A0 FOP CoNSt I2 wElwo a uWUE1T s s1M1I a EaT N E w M A Em u MIEA4CIs MIN w wERAND e SCALE IN FEET II IJ. NRWNC NAMFS ARE REWIRED FIXE NL RnNIwC wN15 a RET x �If pR 6RFAIER NID M wN15 SNNL RE DE9bm RY A sRRCRMN ENGIRIEEIRR W1M OESI"JR RSFMID NQ / APPRaKD W THE Cm PRIOR TO NSWUIICN. / id. A 3 FOOT y3 EY PRANG Is REONIRII NW NL w d FCOr TNL OR GRNKE `� �` INFA}HY QITM11WTlIpS Mµ R�RNwECI'TLAM ul* GLACCUM PROPERTY 5 E s mnuno aR.EIOwrwA RRIOHm D FR®ARFDDYMEOYIRMFYMY bU CQ Aiw A 233 Park Ave S, Ste 300 D6aYsuPPXv¢wNIwOTwn •IRM ®M Minneapolis. MN 55415 rRRROFFORSI AI � VROFR 7mPCT HO nwm TReuwsaFrxE srA7Ew 612.756.3090 MAN JD7w®DTA PRELDMARY PLAT AND REZONING 152M WAYZATA BOULEVARD I GRADING AND DRAINAGE PLAN BUTTE TA A L L I A N T 612.759.3D99 FAX Www.allian[-inccom uA.cuDFIOE7R OA�Rev¢w WAYZATA, MTV 6539] (��7B�,�+� 511111-? `e11= PHONE (612) 9900666 ENGINEEPING wTR IJO]]E NO. 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MN 55415 rRRROFFORSI AI � VROFR 7mPCT HO nwm TReuwsaFrxE srA7Ew 612.756.3090 MAN JD7w®DTA PRELDMARY PLAT AND REZONING 152M WAYZATA BOULEVARD I GRADING AND DRAINAGE PLAN BUTTE TA A L L I A N T 612.759.3D99 FAX Www.allian[-inccom uA.cuDFIOE7R OA�Rev¢w WAYZATA, MTV 6539] (��7B�,�+� 511111-? `e11= PHONE (612) 9900666 ENGINEEPING wTR IJO]]E NO. Err OAre C V Dl�ll 1 1 AL tV i -. Q i A K ° W I . WETLAND OUTLOT A —`-DND- 1569 ^ - •<72 :71=4 Ili -DIE-' 3 MMF� s ANINNI. ME E3 l' LAKE LUCY ROAD SG; _ SLT FENCE � T Tt1ET C I — �°+ (TrPJ I I I, 9LT FIIl4 L II J� ROCK CONSTRUCTION ENTRANCE CONSTRUCTION SEQUENCING: MASS GRADING PHASE (EDC): 1. SENTENCE FME SILT RENEE (MNDOT 3606) I. WSIAIL STARRED CONSTRUCTION EN'TRµ6S Z CURB LOG 2 KI 2 PREPARE TEMPORARY PARKING AND STORAGE ANI } INST.LLL TK PRE -GRADING SILT FENCES MG WILT PRDTECnp1 NAPA ON THE YTE 3' ROCK WEEPER ! tl%ISTRUCT AL PRE-GRNMNCw09d1 AMC 3OMENTATM CCNIRIX BWe. CVNMACTW SHALL MEMOYE ANY SUPS INSTAUED DURING SPE SMTET AND Q' PRASE S MES CRMASS GRADING AND MSTAII TEMPORARY AND PERINI ¢pNNG ANG PIANTMG. N [T PROIEGTI(kl BFN(FS 6. CONSTRUCT POST -GRADING GILT FENCE M THE .1E 1, Woo (MI TYPE A h C) HONE BEN-UNG.AT TIE COMPLETION O MASS GRADING WORK AND SATISFACTORY SITE SOL 2. INFRASAFE STM. pVAYI/UILYFAT STREET k UTILITY PHASE (CITY): 3. SR.T SACK (YnDOT TYPE A) 1. E6[AL OTUOIS UNMRMANS STORK .1OROS AND .JTIFRS A. DANDY RAG (MnDOT TWE B) RAP ARO W TIE, sTRMGSREs I IN, UM 3. DISTAL MEET PROTECTION ARMXD ATL STORM SEWER S1RDmURES µT -TRACKING CM1RCl 1. Ma➢MR: SITE FOR PAMIG. I. Y CLEAR ROCK S. PATE SRS 6. MSAL MDT "NERCNON ¢was (FANO DEVELOPMENT) ND REVD T. S.A.- POST STREET AMD ITTLITY SET EVINCEB INLET PRDRCIMN IRMENE Au w DEMS lEaRMrc DIDION ANDSEIMENT CONTROL O (ONLY W 511E 5 WA ND ED), F RECORD) BY TIE QNTRACT 1FLIPIXR AIRY SEMI) Y % DND YnD0T-TM PH: 612-990-0666 N) IZATON) OATS 2050 CATS 20-120 DAY STAYEAR SWPPP BMP QUANTITIES (PER PLAN): I-2 YEµ SLIZAT 2. S ) STANDARD SILT FENCE 1,359 L£ PERuw i m YIY/BTAMII]ATON INEFT PROTECTION 1 EA I YTWT 270 (RESDETAL NRF) 3. SW SEED/SOD POST GRADING AREA 2.02 AC NOTE TO CONTRACTOR: LEGEND THE MASS GRADING CONTRACTOR IS RESPRRSNIEE FOR INSTALLATION OF ALL FEDSKM AND SEDIMENT CMTRM BEST MANAGEMENT PRACTKZS (BYES) AS GROWN M TEE RANK PRESERVE CASTING CCMWR MASS GRADING SNPPP (EI[CEPT FM PONT GRADE MPS NODDED AEIw UnUTY CMSTNKNON - - 5. PROPOSED CCNKOW ACTNT'n. THE MPS ARE TO BE INSTAllED AT A MINIMUM AS SXONN IN ME PIAN. 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ACDInWA BMPs REWIRm SPWEE TRW cMPREnW of STREET AND UTUTY CONSTRUCTION, ME STREET AND UnuTY Lm UNE CVNMACTW SHALL MEMOYE ANY SUPS INSTAUED DURING SPE SMTET AND Q' PRASE THAT ARE No LONGER REWIRED AND CO RI RIE TRNSFER OF MEND PFRYIT REGRWSBIUTES BACK TO TIE DEYELCPFR M TERMINATE RE PORTON O THE xPCES PERMIT p4TNG YEGETAIILW IANIIs (APKD%.) TEARS ,WED TO TIE Cltt AND MOR CENTIMETER, r1 y Ex. TN E: TO R£MVI EROSION CONTROL RESPONSIBLE PARTY: ---M— gppOSEn SILT FENCE (PRE CMDIxG) ESTATE DEVELOPMENT CORPORATION Q INLET PRDRCIMN 152W WAYZATA BOULEVARD. SUITE 101 WAY TA, MN 55391 DND °O NET p6 AREMS PH: 612-990-0666 CONTACT: TOM COWMEN EM: lwnYOREmn.cOmR DRAINAGEGE RDIITINB DUNNG Mxc MASS sRrnlxc N STAI§UUTM BMP'S GRADING ACTION Ws= ROCK CI1NS1aKX.TM ENTRANCE TRUCK MTTOOT TYPE 1 MULCH 1. CBY MwRECK MEN A MDSBILE WA Vry 2- EROSION CENTER CI BLANKET SYSTEM PROVIDED AND COMPLETED I MnDDT 3 BY THE COREIE CO31RAClOK. MOCULC W 3. 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IXISIWG UTI.MES, SERACE LOCATIONS AND ELEVATNWS SHALL BE VERIFIED IN FEUD PRIOR TO CONSTRUCTION. 2. MAINTAIN A MIN 18' KHIIGL SEPARATION AT ALL POPE CROSSINGS. 3. CONTRACTOR IS RESPONSIBLE FOR NA PERMITS PRAM TO THE START OF CONSTRUCTION, 4. PROADE Po YSIYRENE INSULATION FOR NL STORM SEWER CROSSINGS otIERE VERTICAL OR HORIZONTK SEPARATION IS LESS THAN 3'. 5, NL STORM SEIYER WORK SW11 COMPLY WTIH THE Cm OF CNANHASSEN ENGINEERING GUIDE11NES. 1 6, NOTIFY GOPHER STATE ONE CALL 48 HOURS M ANANCE I OF MY MUIY WORK. 7. PRPAOE TEAIPORARI' TRAFFIC COATI IN COMPLANCE MAIM MEET 'TEMPORARY TRAFFIC CONTROL ZONE UYOUR-FEUD MANUAL' urm IEVISpN. FOR ANY CONSTRUCTION MIHM PUBUC R.O W. 9, Nl F/SMSS SHALL BE NEEFNH OR MPROIFO ELIML OPQ10115 510E M.. MS H}0 SPAR (t' -Y WA9£0, u_t.w n ,7-wfib,A OYFG�� 1, DUSTING UFUnFS, SERVICE LOCATIONS AND EI£VATONS STALL BE VERIFIED IN FIMD PRIOR TO CONSTRUCTION. 2. MMRAIN A WIN 1B' VERTItl1 SEPARATMN AT NL RPE CROSSINGS. WATER AND SANITARY SEMEN ONES TO MAATNN 10' YIIRM.LL SEPNUTNM. (OWER WATEIWAVN AS NECESSARY. 3. CONTIYLIIXt 6 RESPONSIM FOR ALL PERMITS PRIOR TO TRE START OF CONSTRUCTION. 4, FROIDE POLYSTYRENE INSULATION FOR AL STORM SEINER AND WATERIMMN CROSSINGS WHERE VERTICIL ON NDRIZONTN, SEPMGIKKI 6 L£4 THAN 3'. S. NL URUIY WORK MTHIN THE R.O.W. SIMl1 COMPLY MTH THE (]IY OF CHANHASSEN ENGINEERING GMCFLNES I FNITIFY GOPHER STATE ONE CAL 4B HOURS IN A,,ANCE OE MY TRILBY WORK, Z. PARADE TEMPORARY TRAFFIC CONIROL IN CM,,,MEE MIH MINT TRAFFIC CCNIROL ZOITE UYg11S-nF1D MANUIL LATEST N,M,oN. FOR N1Y CONSTRUCTION MMM PU&K R.O.W. S. ALL SANITARY FMNNOLES TO BE A8' aNAEIER CONCRETE W/NEEMW R-1642 CASTING. UNLESS NOTED OTNERM B. IRRERWM, SUMCES. AND VANES SWIL BE INSIN WITH MINIMUM T.5' OF COVER. 10. 1MTFR SERACES SHAU. BE 1' DIA TYPE V COPPER. W/ 1' CORP. STOP + t' CURB BO%. 11. EEWF)f SDMCES STILL BE 4' PC SCH AO MINIMUM n SLOPE UNLESS OTHERWISE ACTED ON THE PUNS. 12. WATER SlMCES MAY BE PLACED IN SMIE 1NEHCII AS SENER SERVICES PROAmD THAT A 24' VEWM'AL k A 36' HORRONTN. SEPARATION ARE WMTANEO. 13. ALL CURB BOXES SINLL BE AOIUSTED TO AN LIEVAPON OF 1' BELON FINSHED GRADE. 14. ALL 6' AND 8' VNTERMA Y SHAT M C9m PLL. AGORECAM EYIEM POROUS STdC A MN. OF 6' BELOW AMIDTa ME SIDES OF RC 9JWP SECTON) OE%IEND POROUS STORE 6. 811. .0 To TRE SARs OF NmE aUNE P.S STOE WEI"UI o M NM_NORTH CO. .0 © 51RUCIDNAL nu. ,W PERFORATED HDPE UNDERGROUND SANFARY SEWER SCHEDULE M RMmATm 1Y . W DEEP PHiFORATED SUMP OCS MH FROM TO PPE OD. RPE SDPE PIPE IENOTH INTENT FROM INVERT TO RMELEV STRUCTURE SBE MANHOLE BUND P4ETTF£ MAN I :ON - All N%WI 6 001'R LMB Iw6w TWIN Ial.w N Am 10%tiW11 A, MHT A OMD Bla Ia2M NB NU IOEi IA M ISN —PNC MH, MHI P P. msiOWX. Wasm =I. 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'n<rma 'SHin' M v-CRORN 7 WP "ISINL RED YAPIF 25 UL B18 SiRNGM TRUNK Mer.'—YYW:'N/1 NO v -CROTCH 6 ED $APAP I NUM PAN 25 CX BHB sI RNCIrt IRON. G—F. 6'cdw No V{ROTC. 3 BF LGNFEHS BALSW FIR 6' M... NLL FORM P MA ye 5 35 MACKHILLS SPRUCEWO 6' M. BHB NLL FORM 12 SB WTllw BRLUAWE SE.ERERRY 6' W. BHB CLUMP FORM A M.—Nier r gran..— 'A — BMliencs' 15 91 SHRUNS BVSX 1g11EY$UCKIF N' M. COM. MN, 5 LANES OieMlh tmilNdq 'BNLMIyAI AT M. P. WOUES: gYMRI6 ON PLAN SUPERSEDE LLST QUANTITIES IN DUST M CECREPAJIL7 I. fESIFEN1Yr umwr ANT PLIC WFUNAPED i TREE PFAm PLACED W IRE FtJll! rMU PIiWICEU - I TREE PER LCT 2xeKVK urD/ •.+�' N r1wFNTArox RT EMFN1 REDONDO R6 1 .S. SEE UNGR' TREE CO+ETWS PLAN PRPnDED 27 TREES 3. I.� .o Rr_f_yfFLW.Utn pEpUIFENFur REWIRED VNE LUCY ROM I - W 5 A COECIOR FD, TUDR60RE FT BUERYMD B IS REOVIRED BVREIYMD D L.I.R15 W. BUFFER AREA MM R OMEViCFY TREES. 4 UNW510M TREES AND 6 SNRURS RT1 1. LF. TCT.ROMEMANO t£NCTH &D LF. MOONS 4Y£ 111L1 ROAD. AT 15' W01X. TIE BUFFER M) WULFPUER IS 1 0. RffREFDR, RRAE ME ] P95TOITr, t] UxDER51MY MO 20 SHRUBS REQUIRED TO BE PUNIER IN TUE RtJFTE.D t.M✓ DECIDUOUS CARSTORY TREES CONIFEROUS TREES ( I ORNAMENT. TREES PLANTM NOTES WE1A41 f MIN. TOP SOIL M Al SCD µD SEED AREAS. iK GPH£ Ny — -L SEED ARE/". R. .1 OF WARN ALL %NR NAMR. OROA CRE WRON N II6T/LA, , 3. CESTA-- 4-6A XFTH WFEDOED NARONND YULCX A4WWO ROOT SAUCER OF N- TREES SOI -ATO FROM PLANT BED'. A PLAXI SOIL SNLLl COMI OF I:1. 'Oort LOAMY Met PEAT PD ANN SAND. 5- CWP.FTEiv GUVM'IEE ALL xCgN FOR A PERIOD Cf qE yFAR BEGWHIMG Al INE DATE OF ACCSFUNI FAME AU- REPIACEMEMS PFAAMY (AS PER wlsctax OF OWNER). 6. N- MATERNAL SRNL COMPLY MAN TRE uTESI FUTON OF THE ALFRx' SINgND FOR .UNSER. S CCN. NIETM'IN ANDUWApH OF M11HTYw. ]. AIL "Am TMMxS SXNL BE WRAN RROWx PPED WOCRSE 1 1 NFA . APPLY WRAP IN xoVE .. AND RON. N .11 a. . CDPKA STAFF ONE . AT 651-4SA-0002 FOR LOOTING AU. uxDEROROUxD UOIfIES AND nVOD OYMGE 'Y I J`Rs dIPoNE THE WUIff OF THE NLA s. MANNUMN AL PIANT WTERWS. IN USXM6 MATURING. UNTIL THE RYE OF ADOET"Al0. COOROIMATE INSTNUTIOR WITH GENERAL CDNTRKTOR. I1..1. AND WUYNP OF TREES OPYOWN, ... PLUMB . OF TREES FOA. dIMRON Of ARRANrc PoIRD. 12 SWEEP AND A. NL PAMED SURFACES AND RpIME NL Df$i6 RESULnN6 FROM UANDEI PADRATOMB 13 CEIC DONFUNCTgi SI141 FOLLM THE CANNY/STATE SOIL H EMIspN CONTRA, SFEGFIGIpx FDR DETIRRED AREA SiDaUSATION. Y' MA.1 A3 A-211 SELdNG RATE TO BE 12 lB5/ACRE (PUFF UK SFFD). $Ef YNpOi SMXMG ANNUAL µPLY YFn FFF TH NNf- MI SEEDED MGS MM MI TWE 3 (AGA MIFFED KN FREE) MULPI AT A FATE OF I TOM PER ACRE WIMM M NWRS OF SEDANS INOI SMO.#D lX N BE PLY MwMC) TO NEEP Il FRCP .I AWAY SEEDNG 91A11 BE APPAD FLLM AM 15 - JULY 20 OR SEPTEMBER 20 - PREEA UP. IF HYDROSEEDNC UFUM MPRONWIELY SOO GALOUNI OF IF PEI ACRE PETER TO M4/DOT SPEC SYA FOR PROPER ADVA- Tw CI HYDRO -4£D ALL xAFRE SEEDS Use L1 "NsAMECI SNAIL E£ 6n't To BE OF YIMNESCTA DROWN By TXE MINNESOTA DROP WROLEYwT ASSCOARDN (.CIA). SIZE 10 BE PREPARED BY UDOSENING TCPEDL TO A MINIMUM MON OF 3 INCHES, TUE SITE TO BE XARR.WED CF ROPED FGLOANI SONANS. AND TEN PLA.. USING A CULM1PACRER OR EWVA3dT s¢ WCRU sFETMG ANNUAL FOR FEFFIENCE MAINTAIN SEEDED AREAS BY RAMMING. REYULCMNG AND RVLANFNG AS NECESSARY TO ESTABI A UMFDIYLY DwsE STAND OF RE s EOFEO GRASSES UNTIL ACCEPTED. MY AREA" FAILING TO ESTABLISH A STAND 41.41 WE RESEEDED. RFEITLIID AM REAULCMEO M ENAMER 7M NEGETARR4 COMER IS NOT ACXIeAD. RESEFPNG MCONFORM IN ALL RESPECTS 0 TREY SPEOICAIONS THE CONTRACTOR SINAL REPAIR MY DAMACS TO THE NLM A.YAS RESLLRNC FROM XRMAN ANI EWR1EMi RE CGNLL RE RAC1. STALL DMA., DU. REORACMG. We"M NG EIC. AS MEOSSANY "FOE 9wIF1CMl DAMAGE OCCVRS ,1 I k I, NAV ry•V1 S © W17LAND euFIM SEED MIX BUFFERYARD AREA II QP NPR POLY EDGING p 15 30 60 / F�` SjN EXISTING TREES PDa ® )� NOS F t•..t• TREE PROTECTION FENDING SCALE IN FEET E Al I, .. DU,MANOTRA.AN P�aR`E M BA„< �E mu GLACCUM PROPERTY 11 � .ATIDN. CP P9V[I'WAS D6SFiXED YR 6Stl CIE. SIBIDfTAL D amarWw mAA C 233 Park Ave S, Ste 300 DMerrsuvFxv¢roxMDTWTI eLx elNu Om,WMA®Da Minneapolis, MN 55415 WMA 9DfUAIB A. UNDER FRDIEC xD num 11¢uM4aF TTRPsrnfEOF 612.758.3080 AVON MIxwRDrn 152M WAYZATA HOUI"ARD 612.758.3099 F.PRELIlI'IINARY PLAT AND REZONING I LANDSCAPE AND REFORESTATION PLAN BUTTE 101 A L L I A N T .v .alliant-inccorn YA°K 1t°OHB�A'�' QA'Qc rt¢vlew - WAYZATA, MN 56391 SUBMITTAL $HEETI1 OF 12 PHONE (612) 990-0666 -"` WLI F'IG DATEL�Yw ry Wre ZI dO ZIS.�iS 1♦��IL �Lgns anv u vxaann azva ea�aa aaioua MNW'VI�M vs,namrna�mr w000uplueplexmm 1 N `d 17 7 d IOT alms S-IIVi8a 8dVJSaN" 9MNoZd2I umv Ivid 1�2I�vj j" 'I" '�'���w •vi 660CSSCZ19 (MATInofl VIV VMMMI aoazvssnu. aov.�n 'rw 090E'99CZ19 omosa au�ou a9mm xsynorY ear,�sv�r� SISS NW'Sllodeauuryy my\R fIAVOYNY z AixAaoxa wnaavrl� OOEa S'S aaV Ved £EZ `� vm WV3a IJ31DMa svn taasvao'xouv�uaraes tmusouavaz uuv�n xe�i SNoo NOu'Ca1\�?SWdodNti bb win aouuay �o.am � au ..,...� a:mo •ucm�aa.a�.an Iw_��"I :W T X wT R I •�l�llq wUo auxvu �v uau:�ae nanaaom.ea�. n ary r,a aw vame�a —�.a srnaa Z, —_-TeOR .IN a4s^s:'sxas SDWNVId WAG"N woidu BO[L 1IOUlIdi0 .vm.�..�.av .su vu swim M W" DNQp3NpN3 ll0 51.'9AMYl3tl IDa IIYaG 3311 eR..w_o.: a. ���;�® .mom _ m •.� r oav� a� yY _ - E ,z Ln N i Ln 0 N Q, 0 U O 0 0 Ln a 0 s= iL U) 0 0 - CD 0 0 0 L Ln X E 0 c 0 L 0 W a WETLAND r� I OUTLOT A I BLOCK 1 LAKE LUCY ROAD N I 5 i 0 25 50 100 SCALE IN FEET a f � 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PHONE (612) 990-0666 233 Park Ave S, Ste 300 Minneapolis, MN 55415 41 612.758.3080 MAIN 612.758.3099 FAX A L L i A N T www.alliant-inc.com E N G I N E E R I N G I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA A A� 2 MARK RAUSCl/H(/P/E I'.��- C!/ 8-14-15 43480 DATE LICENSE N0. PROJECT TEAM DESIGNED: MPR DRAWN: PLN PROJECT NO: 215-0030 QA/QC REVIEW BY DATE VICINITY MAP -- — — — NOT TO SCALE SHEET INDEX NO. COVER SHEET 1 DETAILS 2-3 EXISTING CONDITIONS SURVEY 4 REMOVALS PLAN 5 SITE, LIGHTING, AND SIGNAGE PLAN 6 GRADING AND DRAINAGE PLAN 7 EROSION AND SEDIMENT CONTROL PLAN 8 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 9 STREET AND STORM SEWER PLAN AND PROFILES 10 SANITARY SEWER AND WATER MAIN PLAN AND PROFILES 11 TREE CANOPY COVERAGE PLAN 12 TREE INVENTORY AND PRESERVATION PLAN 13 LANDSCAPE AND REFORESTATION PLAN 14 LANDSCAPE DETAILS 15 DATE ISSUE DATE ISSUE 6-5-15 CITY SUBMITTAL 6-16-15 CITY COMMENTS 8-14-15 CITY SUBMITTAL clTr RECEIVEN D6SE AUG 2 'I 2015 CNAMAMPLANNINGD'E" DEVELOPER ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PH: 612-990-0666 CONTACT: TOM GONYEA EM: tom@landmn.com CONSULTANT ALLIANT ENGINEERING, INC. 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 FX: 612-758-3099 ENGINEER MARK RAUSCH LICENSE NO. 43480 EM: mrausch@alliant-inc.com 1k DENNIS B. OLMSTEAD LICENSE NO. 18425 EM: dolmstead@alliant-inc.com LANDSCAPE ARCHITECT MARK KRONBECK LICENSE NO. 26222 EM: mkronbeck@alliant-inc.com GLACCUM I3IGHLANDS CONSTRUCTION DOCUMENTSI covExsxEET FINAL PLAT SUBMITTAL 1 SHEET 1 OF 15 I / / N I 5 i 0 25 50 100 SCALE IN FEET a f � 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PHONE (612) 990-0666 233 Park Ave S, Ste 300 Minneapolis, MN 55415 41 612.758.3080 MAIN 612.758.3099 FAX A L L i A N T www.alliant-inc.com E N G I N E E R I N G I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA A A� 2 MARK RAUSCl/H(/P/E I'.��- C!/ 8-14-15 43480 DATE LICENSE N0. PROJECT TEAM DESIGNED: MPR DRAWN: PLN PROJECT NO: 215-0030 QA/QC REVIEW BY DATE VICINITY MAP -- — — — NOT TO SCALE SHEET INDEX NO. COVER SHEET 1 DETAILS 2-3 EXISTING CONDITIONS SURVEY 4 REMOVALS PLAN 5 SITE, LIGHTING, AND SIGNAGE PLAN 6 GRADING AND DRAINAGE PLAN 7 EROSION AND SEDIMENT CONTROL PLAN 8 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 9 STREET AND STORM SEWER PLAN AND PROFILES 10 SANITARY SEWER AND WATER MAIN PLAN AND PROFILES 11 TREE CANOPY COVERAGE PLAN 12 TREE INVENTORY AND PRESERVATION PLAN 13 LANDSCAPE AND REFORESTATION PLAN 14 LANDSCAPE DETAILS 15 DATE ISSUE DATE ISSUE 6-5-15 CITY SUBMITTAL 6-16-15 CITY COMMENTS 8-14-15 CITY SUBMITTAL clTr RECEIVEN D6SE AUG 2 'I 2015 CNAMAMPLANNINGD'E" DEVELOPER ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PH: 612-990-0666 CONTACT: TOM GONYEA EM: tom@landmn.com CONSULTANT ALLIANT ENGINEERING, INC. 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 FX: 612-758-3099 ENGINEER MARK RAUSCH LICENSE NO. 43480 EM: mrausch@alliant-inc.com 1k DENNIS B. OLMSTEAD LICENSE NO. 18425 EM: dolmstead@alliant-inc.com LANDSCAPE ARCHITECT MARK KRONBECK LICENSE NO. 26222 EM: mkronbeck@alliant-inc.com GLACCUM I3IGHLANDS CONSTRUCTION DOCUMENTSI covExsxEET FINAL PLAT SUBMITTAL 1 SHEET 1 OF 15 IN TO TO on Is 0 1 /t\ 5 Is OJU Ye . IIs Not 10 SCU2' 3 R� N (HYD) " { R W J . ........... SSSS D. T MH Gate Volvo Hog ran on projection o, property line, R/59 % f( R/W NOTE. .......... N All dead ends to be extended em of morn of are pipe A beyond NOTE! E 9ate pave rod closed Wrer m a nr Co. 4n still acq ll^c trc¢k to north and west sale tee. of C enterI',,- hydrants h c u is Pos_ u:o,.i ih withP P e nsetl sL.vwalk. crrrof TYPICAL 09M INTERSECTION RensED. z-oai ENGINEERING DEPARTMENT PLATE NO., 1001 FEE NAME: G: G SPeas tarn Add Mastic Rid Fmpre Manhole Casting, Old and Adjusting Add And Rings Rings (See Plates 2170 & 2711) Provide I&I Barrer on Off sontiary sewer manhole(see plate 2109) t- Manhole steps shall be Neenah R-19BIJ, 16". an oenter, Steps Shall be on Downstream Side Unless Pipe Diameter is. N' 18" or larger Alt Joints in manhole hi have external rubber gaskets. inti -shield external seals or as directed by 9 the Engineer. A Maximum of 2 Short Monhofe 4"-0"? Risers to be Used Directly 96GW Cone Section Pipe shall be Cut out Push 5" with inside face of wall. `n Ker -n -seal required. } Precast Inverts Must be 1/2 of Pipe DTameler and Benches ZaGrum SECTIONVIEW Sloped 2' Toward the invert G"for1 thickness of precast base Is " for ck e o or leas and depthIncreases G a i deep 1" in thickness for ever 4' Of depth F greater than 74. 11.. Kor-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 1 When the manhole or catch basin structure in constructed outside the traveled roadway a witness post and sign (MH) shall be installed next to the manhole. CPIYUF STANDARD ME MANHOLE REVISED: 2-15 ENGINEERING DEPARTMENT I" ho hou 2101 RUE NAME G: ENG SPECS 2ID1 NQFFFdanpable Curb & Gutter to be transitioned Ir1.o a B618 type at catchbosm. Catchba, n Frame & ^,rate- .." Neenah R -308;-V a, VB Grain. 1 410,. o io %' NATE p Ca chbcs n to I hr sed 2 „bolov d,,'g ' gutta: re y ode. lotNeenahallP 3051 n -t nil to used yF Int all low paint, +Q SOY, Surm ountoble Concrete Curb & Cutter 2-'y4-60"Long Rebuts Each. way SOMETP,I" No Scolo A 4 - Dtto* . 1 1//2" LETTERS A N S Min. T_ranmbon _ CUSTOM Loco _5' Mir.. Yransillon ---- N c n Top p+2 RP CONNOLEO G ou Curb ME 1 PER NF 1015 OR PER NF 1015 w HOPE OR rot Bituminous. D ^sign gutter line gradT�I..ONG - - .. _. _ ........................... QPiQF Frarcie & Calking Rancrs LOGIN wa ' y SECTION A -A 2' LETTERS 1' - 21/4 RAISED RUSHnLj No Scale a-� _ �- - -� 1 7 CURB RINGS SHALL BE SET ON ASS CONSTRUCTION OIL flC9GTANi i-CASRET, _ CdC AT CATCH BASIN REVISED: 1-10 ENGINEERING DEPARTMENT PLATE el 310E I FILE NAMEG: NG SPECS 3t06 1 Shape Of LCCI o t. ss mal w 5 a ;on, as Fo ''ed against u, u a tub d .Dili Dm.fa r 2,C3 should ,, < l ke an(In6 0 La JI to a' [order tl 4 3 Dimension At A2A3 should be as or, as pass bee without ;nie tecug witty MJ baits. 4. & = 45` M r lm,m. a Pla.:c pol,DDyers between "Culuat, h, ale A Ali heads & httinge enAl be eeCH.;n d with Me ala s thrust restraints or equal d - see or F - See r.te 4 PLAN 90' BENDS PLAN 45' BENDS _ 4ariDDie 3' Min 4 - See nota 4 5 CONCRETE-ISHALL BE J � A IN CONTACT ATHiS QUADRANT SR r OF PIPE r� 1 SC MAT RAL- uNDID!sTUtuaeeD ERSTE CO NCRETE SECTION A- A PLAN 221/2' BENDS afror CONCRETE THRUST BLOCKING REVISED: 2-08 ENGINEERING DEPARTMENT PLATE Nd: 1002 FILE NAME:G: G SPECS 1002 it ADD MASTIC - Dtto* . 1 1//2" LETTERS A BETWEEN FRAME AND RINGS --�, j 1.5' BIT, WEAR I � f� CUSTOM Loco CUSTOM LOGO - __."'---�2" BIT BASE &! BARRIER i �A RP CONNOLEO C1R CONCEALED SCE OEATAIL 2109 � E PER ME 1 PER NF 1015 OR PER NF 1015 fr7E; HOPE OR rot Bituminous. 'J4r1G'pe1_r.-. > - - .. _. _ ........................... QPiQF - 1 3(B' .' PREICAST CONCRETE 2' LETTERS 1' - 21/4 RAISED RUSHnLj 2" LETTERS RAISED FLUSH a-� _ �- - -� 1 7 AS" RINGS RINGS SHALL BE SET ON ASS l OIL flC9GTANi i-CASRET, _ CdC i SEALANT' OR APPROVED EQUAL. T -SEC A MMCEALED PCHROLE DETAIL - 6' THICK CONCRETE THICK MANHOLES / 27- RAISED FLUSH FONT "BIRCH" COILLAR NOTE: 2-K'ECE COVER RISER RINGS ARE NOT ALLOWED. RAISED FLUSH SHE WEAR COURSE ADJ. DETAIL MANHOLE CASTING & UD SHALL BE PER DETAIL 2111. Ed BASE '-- OR BINDER MIN. (2-2") RUN. RINGS AND MAX. 3 ) -4 ADJ. RINGS HDPE OR C PRECAST CONCRETE RING YA-H 1-2 MORTAR. = 0.2') ADJUSTING ftiNG5 Ad BARRIER -- -_ ----- } 27•' 1 6" THICK CONCRETE SEE DEATAIL 2109 COLLAR BIT. BASE: OR BINDER COURSE ADS. DETAIL. No t. PRECASTCONOREFE ADJUSTING RINGS SHALL BE BEDDED WITH. 1/4" TO 1/2" MORTAR. 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LAOTECH INC. OR APPROVED EQUAL. 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO 'CONE. Dor MANHOLE CASTING AND ADJUSTING DETAIL. REYISEO:2-1B PLATTE NOs ENGINEERING DEPARTMENT 1 2110 4 ......... SSSS 71 J�RIPRAr � U / A 1 A 11 8D _ PLAN RIERAP...HESi1d4.5EMENT,S NTS h4 E PIPE DIA, RIPRAP REQUIRED GNANULAH FI'u E2 REQUIRING 12" TO 24" 8 to 12 CY GO 3 UNDER NIP RAP AND 2 27" TO 33" 14 In 20 CY CL.3 LAYERS OIF 50OX MIRAR h TO 48' 23 to 38 CY CL.3 FABRIC OR EQUAL, 4 AND UP 62 CY and up CL4 ( )na Cubic yard in appraximotely 2,EGO lbs.) 2' 121PI;AP �r' l Granular F Iter (MNIDOT 3601,26) SEC];(: A A -Gsatext-le L"C' Type ill N7 n� MORAL TTTTL::c'N�'� t'N u _,ranula Palo, (MNP.OT 3601.2fl) (, IJoj^; B-H -c ro axile .iterType_ m NTS C[(IUF RIP RAP DETAIL REVISED:2-TO ENGINEERING DEPARTMENT P�'TE Nae 3107 FILE NAME Q ENG SPECS 3107 HYDRANTS SPALL BE CLOW MEDALUON OR WATEROUS WB -67-250 ALL FYDRANT5 MUS[ BE APPROVED BY CITY MARKEREHAUL 96 A SPRING MOUNTED 199E HYDRANT R DVIN fd- FlBERGLA98 ICA 9' 3N Cts RBL A SUP, FOR SIDE BOX (SHARE MOUNT APPLICATOR, LITHE REP & bYTH F THE BOX (SNAKE TAPE WRAPPING OVER THE FULL LENGTH ?F THE NEEDED PERD' ri,6602 EXISTING FOTS TCURD OR CUTTER TONS YORANT �T'"� VALVE BOX 1 124" MIN, ! T 1 GOING YARD IN,' '""'"., �- GATE VALVE iEF 1 if2" CLEAR ROM ADAPTER AND 2 LAVERS OF POLYETHYLENE 4 MIL 8"X18"X5" HOUR CONCRETE BLOCK NOTIZe 1HYDRANTSALL 4ALt NAME &E P OLES. 2 MINIMUM 7g' EB OVERR MAIN. 3 ALL PANTED SURFACES SMALL BE SUBJECT hP0 YEAR WARRENTY R PRIOR AS NOTED IN SECTOR 2.09, OF TIE WATERMAIN SPECIFICATIONS, 4HYDRANT INSTAL f BE SHALL INCLUDE A iA-LU NT MARKER. 3 AJOIN15 SHA_ 6E Luxe) TO V VIA AL AXIS, MSI MAXIMUM ULO JOINT RESTRAINT. 6 AL FOOT r H DE PLUMB TO VER COAL AX19. MAXihiUM ALLOWABLE 1O BE 1/2" PER =O -OT OF VIBRANT, 7. HYDRANT TO BE SECURELY COVERER WITH PLAS1fC WRAP OR RAG i0 INDICATE THAI' IT IS OUT OF SERVICE affdF TYPICAL HYDRANT INSTALLATION Re'ISED, 3-14 ENGINEERING DEPARTMENT RATE ho.. 1004 INLE NAME: O; ENG .EC@ 1004 6/16, 1 i//T LETTERS / - Dtto* . 1 1//2" LETTERS A Ink ED FWSH FONT "BIRCH" RAISED FLUSH FONT "BIRCH" CUSTOM Loco CUSTOM LOGO RAISED fLUSH RAISED RUSH i �A RP CONNOLEO C1R CONCEALED PERK � E PER ME 1 PER NF 1015 OR PER NF 1015 fr7E; rot Bituminous. 'J4r1G'pe1_r.-. > - - .. _. _ ........................... QPiQF - 1 3(B' mom 2' LETTERS 1' - 21/4 RAISED RUSHnLj 2" LETTERS RAISED FLUSH ENGINEERING DEPARTMENT �- - -� 1 7 S a MACK CRWVc W LID SEAT F i' l OIL flC9GTANi i-CASRET, _ CdC MITSUI (60 DURO) ,.^tdepnoh R3057 -V coating and T -SEC A MMCEALED PCHROLE DETAIL OMITTED UDS USED FOR SANTARY AND WATER MANHOLES 9/E 1 1/2' LETTERS -6/16' RAISED FLUSH FONT "BIRCH" COMPONENT NUMEERS• CUSTOM LOGO ER MFa AOF a-"'" RAISED FLUSH 164E 2 "o" Cane aallar CNA HA SEN LOGO n0 NUMSERS: 6 A CONCEALED 5531 SANITARY MANHOLES PICNHO E - STORM MANHOLES PER NF 1013 5&40 - WRIER MANHOLES 4 Ap a'LTE G I 1 4� 3I NOT RIONRED UNLEes CALLED OUT 1N SPEQM, CONDITIONS. 2. DIMENSIONS ARE IN ENGLISH MEASUREMENTS - / 8' MEET HS -M REQUIREMENTS 3, CASTNOGME 1. MANVFACNEO RIN USA z t a' 5. UA FlE FOR G CREDITS 0 U 5 LEE 1 `--Top of Moroi below Loutop alo , 71 6. LID -CAST GRAY IRON, ASTM A-46 MASS 358 2' SETTERS '(� FRNISH-B3T GRAY IRON. ASTM -A-49 GLA55 OA RAISED FWGH CCNC£ALED PILT(HOLE DfiM B. FINNISH -BARE METAL NO PAINT Ofl COATMCS IF E. WEICHIS: FRAME 125 L85 / OD 122 LRS �p�p n OF 2 beads of Ren- or eGunl. , ~- r MANHOLE MANHOLE CASTINGS �ICf,fff�p CIIHILIlUIOfit1 All "0 joints manhole. to t,ove AND LIDS DETAIL REVISED: 2-15 ENGINEERING DEPARTMENT P1ATE NO, 2111 FILE NAME: C ENO SPECG 21(1 See City Plate No, 3:01 for placement. ISOMETRIC NIS Tie last 3 Pipe {tints Use 2 tie halt fos eners per joint install at 60' from top or bottom of pipe. PL Variable cb o. fence post opet co,kZ has T . r'E 6 6" Romted blue Curb box win - :/4 -- 'tonalppa,Old slattern, no 7. Dt Vater Service R' I'X7" Connotation Cock Tape X' Copier Ooacret. 91cck Support -- Water Moin NOTES 1. Do net plugens of curb step. P 2. Add G per God oil to curb step, P Pg P i 3. fie cc ser Ice .us between p;D r win i m curb box RP shat .re one ock t o.b Noce of n id s'hete will not be permitted P 8. � P 4. C po otou cak In be 7" x 1 inside oc.anter. 5. Saddle. r .No d an r larger, or n -aIle, mans ond all mains ' and al pains eq or 6. Saddles when r qui ed styli be Fard stPV 1=202. double strap. 7. Stainless steal aac;dl s required an all PVC watermoin. QF TYPICAL COMMbllel106M1M SERVICE REVISED: 2-11 1 PLAM No.: 1005 ENGINEERING DEPARTMENT FlLE NAME: C: ENG SPECS 1005 70 T 3 I i 18" PLAN SECTION HORSESHOE DETAILS --Manhole paeans, Lid and Ad'I g Rings (see Plot.21G & 211.) Add Mastic Between From. Provide DO Barrier Go a0 sanitary And Rin s g sewer mgnleMe (see plate 2104) tflanhole .•,iV., Neenah R195IJ - or e,of, 16" an oenter. ANminum steps approved. Cut bell from DIPa Manhole Steps shall be placed join with stainless -A" sc that rise vertical Dation steal rappe sleeve of s;oae is feeing dckhad'e.m. Or approved equal is .Sof "0" ti joints in manhole to have yin g d, .Mabe, gaskets,shield externalq•_O'• se..at.os regmbyred 6y the Engittear. Varies A Max. of 2 Short Monhofe Risers to iErin be deed Dtreoby Below Oona Section NA.IE: c DIP i as auction i. Km -n -,cel manhole or approved equal HaM Con r fined 2, 'e1.'e `.he manhole or .patch basin de With conaata t. clave is roadway otinoss the traveled shall a wibdle n Y mortar on a,. est and si n shall be installed skies (see tletmil R 9 ^ next to the h monhota �^ 1/2 Dia of o 3. Pipe stfar he nal flash with a`+ J PIP All GO face of wall. 4. All dog houses shall be grouted n the inside and outside. 5. Precast Invert should be 1/2 Poly wrap duct to t pro of J pipe end benches sloped 21„ P' toward invert G. Precast invert 's required. J9" 7. ❑ar4til ontal duce shell allbe poly caro ad. Precast 8"-1J4 band pp rote rat with base section 4 Minimum thickness of Precast be" 6' for 14' deepp ns, ar leand SECTION VIEW increases 1" n ir than for every 4' of depth greater than 74' deep. CfTIUF SANITARY SEWER OUTSIDE a=zff DROP MANHOLE REVISED; 2-15 ENGINEEIRING. DEPARTMENTPurE ND.: 2103 FILE NAME:G: ENG SPECS 2103 PL CL PL 30T 5' 30 15to Eaak_ -15,5' to Back Wear Course to be 1/2" -� Above Edge of Gutter 3.QV Os _ 5A ON i' �-Draintfls 4" Topsoil, Seed - 11/2"-MNDOT 2,160 SPWEE340B & Match or Sad. [Hostile L Tock Coat - 2357 Surmountable 2"-MNDOT 2360 SPNWB3308 Generate Curb 12' -Class 5 Aggregate Bose 24" MNDOT 3148,28 Select Granular Borrow.("See Note 7) NQEES 1. Minimum Right -of -Way Required - 60", 2. Maximum street grad. 7.01A 3. Mildaum street grade 0757, 4..d laced in defurbeed areas, 4 Topsail p 5. 2 Roils sad behind curb 6. The Stumknoin w ane surfof eaii be placed the next canstruptton g acoest fallowing placement of the bi#umtf be. baso 7- A .est re of the prepares snulGrodo shall y pA.rfthe a by the owner A the presence de a city icon based The he hos the authority to require Additional aaflgmda correction basad an the feet roll, 8. Draintle shall be placed planes both sides of roadway. See plate 8232 for det.1hv mor TYPICAL RESIDENTIAL STREET SECTION REVISED: 4-14 FNr:INIGFRINdt F)PGBRTAAF__ PLATE NO., 6i?nn DROP LID 7.5' Furhmum cave, ,squired yTNRe No 6860 over top I tet rnaln ,M ' Muer. do H-'0361 Eloby-;te-Croix No. P-5160 I ...-P,.Sde Vnve SIGm Ebert, a Wit; B Of 6,e Sarkace If The D Deice From The Toa Nat Of The Valva To IND Sul aso is Greater r Ilan. $'. Grady T T Adjust top to :5/4" below ` Tyler No. 6560 23' q -ode Box to be set to Bi oiH-:0367 Iter No. 2n' romde 72ustr ' of ad nenf. Bibby-Ste--Crx No. VB502 27" P j Ther No. 6860 EXTENSION Mu er No. H-10357 Babe 5to-Croix B-5001 Tyer No 6d 14 oto rolve box srsw type, No 50 181,3 pec. 51/4 shmfL, Size Fro, GO 24 - G box, 7-6 ext reed, ' Miueller Na 58 14 !l6 iamd Dase 6= NO,, 54 20" Eulogy -S,e--Croy 1 Gore Valve Adapter- 1 4" VB52Na. 5J 9" P J VB521 No, 58 14' Steel With 2" Robb.! VB523 No. 59 26 i Goakinq, star Ribber VB523 No. 80 25 he C to VaHsd Between The Cate VOI e And 60-1r M Gate Value Adapter'. Muer No, fH-1 62::1 Mueller No. N-70361 GI Moeller of 4nierican `i Paw Con Wo' bDb --Ste-Crain No: VB576 BC" Y i sD" rte, t nt ned •a SWA } Cot.O rain to AWWA Li Valve and Box to 6e . T LL� C 51 -8� R a J n naards DODDwrapped p sr With All FfJ,heY, BASE section 2035 tCN413 $ Bolto.^. I _ f T T r 1B"X18'XB" Concrete Block QftUF TYPICAL GATE VALVE AND BOX INSTALLATION REviSEP.2-oeENGINEERING DEPARTMENT PIAIE N0. 100E FIE NAME: G: ENC SPECS 1 0 24"x36" slab ophring for Neenah .� R3067 --V or PkJo[ I ri No e' I ' 1- V Crete, shown _ V 2 3 Grates shell be used at all low I T PDints. Neenah H3061 --V casting and v grate or equal. c / frL.AN /--Mimmmn of 2 maximum of 5-2" 6' Cane. collar /' nedsr Of adjustment rings ''With full ! eds of ,sailor 1 .r ,___ - Precast con r. -in or HOPE adlu N6;nge. • - '- -"o precast e.r: all ted Generale Club. `o '"op of s,Fdon u lar top slab -' I. have Pat p edge sealed with E 2 b-cco of Rc.rnek a ",.I, EAll (tints I, noinhole to have ,E Varies 0 rhg rubber gaskets. 4- S C Tom' Precast cooarxt. section I '0v 'NOTES: FL Ocghoi es "hull be granted on 'volt, the outsho and imsida _ 2 No 6Ioc6 sbuc Wre ore allpwatl. _J Manhole step., Ncorc RI 81J ar >'� equal, 16- o.c., Alurnmmn steps approved I 1 t Cj` ..1.\. r. 3.-Minirnurn t th,ckneos, 6' for 14' r depth. I e sa thickness 1' I., I' Coal, 4' of dopth g,eote, th a n 1 4 , arscew!th 6°x6 10/10 me sh. Gno t bot o r e to 1/1 SECTION t t pipe and slopely.cvt2" toward Invert. affOF TYPICAL 4' DIAMETER CATCH BASIN MANHOLE 'RENSED:2-10 PLATE NO.: ENGINEERING DEPARTMENT 3102 FlLE NAME: G: MEG SPECS 3102 Distance to Ck vo Table 1/2"r� I 3 �,-.- 1/2 r !-Top Bituminous Material m slope �...- iv 4 PeY ff_LL�� p n n 8"a i8" I NGFcT 8518 I -j a re P Curb Gu and tl.r 0:6 Slat' opening ,9r Norn.1, 9 Jstunc to e T variabl 1/ 2'r�) 3 r 2'r -T Top B'kuminaus Material llone 1 33/$ perNCcrc etcCurb and GoLterL......... TJ ' a�.v gOTE . Only with ,yrrvnfe Driveways, Przr:itg Lo IF tdodlans-w -!S, 28"r - 12 R' -I �1j F 16" 68"R Tap Situmlaterial ouS Ma /2" T 00 I fY 72" 11C i/2" � urmoun tools i" •l•+ +•-III Con rete GOPo and Gutksr 4 �&" ��•-i 1/8"r fr7E; rot Bituminous. 'J4r1G'pe1_r.-. > - - .. _. _ ........................... QPiQF TYPICAL CURB mom AND GUTTER RENEED: 3-10 ENGINEERING DEPARTMENT PIATE NO.: 5203 TILE NPMEG: G PEGS 5203 CL PL VARIABLE if ENCE POSTS I- I I I IF wPLUGGED E�t/B B'JDcn jJt' 6 PVC SL2 -c5 F Ipr' F f SLOPE :/4' PER '00 yr `% (SSSS... L:l e"� 2"X2" MARKER EI/2 PIPE DIAMETER `AIN. OFF NOTE 2. -SANITARY SEWER GRAVITY MAIN SANITARY SEWER SERVICE CONU_EG'TION DETAIL CERTC`ST Pr LSEC INONJIR:TtON WITH PLAb IC oIPEO SF1Ry MAINS FOR DEPTH OF COVER b FEET OR LESS NOTES r 2 'SOLVENTVSTALL JOINTS, (NON A. T ACC 1 } 3 WiSANITARYS (' F 2, ICN WNS CRr UI' ACCOMPANIED F --p BY T NATE! SLI. tp, IN -r - IN SA iR f 4 INSTALL A H AFL N '' x? C ML E { N 6 L dE (AL r L POST NEXT �-3 [ .. FLORESCENT MARKER LEAHO N, AIT (P "F AND P 17 6 OF POST L_ RES F\ PEEN s 3 EXC JO 7T RE'1 PLO ON PRIVATE FR04 ERT IF DI�iANCE FROM MAIM TO HOUSE XC DS 90 FEET. 4_ At PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COIRSE FILTER AGCR. GATE r3I49H). ff OF TYPICAL SANITARY 4uBnnhwLll SEWER SERVICE REVISED: 3-01) 1 PUTE NO.i RLE ... M : ENo . not ENGINEERING DEPARTMENT 2001 ALSO SEE PERFORATED DETAIL (SHEET 10) CAiCfi BA PJ IN RADIUS .-m-'_-4 1.... SURMOUNTABLE TRANS:`NON I , CURB & CUTTER TYPICAL RESIDENTIAL RADIUS - 20' 'IYPICAL CCOLLECTOR RADIUS -- 30" 6" height 2"drop 10 Tang tan 't ---T helghi curbing' --d1 4" heft -r- 1" T_/ AdNDDT B618 GONG G& G T SURMOUNTABLE C & G SE ;I -N A_A CPfI�F TYPICAL CURB RADIUS ''. REVLsem: 1 -to ENGINEERING BE F;7 UTE woe: FlLE NATMEG. NG SPECS\5204 5204 J I IIEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE j�� DIRECISUPER,OR SIONANRTHAS DESIGNED: MPR 6-5615 CITY SUBMITTAL GLACCUM HIGHLANDS JIIJ d PREPARED BY ME OR UNDER MY 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: PLN 6-16-15 CITY COMMENTS /\ AM A DULY LICENSED 8-14-15 CITY SUBMITTAL L t Minneapolis, MN 55415 PROFESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 THE LAWS OF STATE OF 612.758.3080 MAIN MINNESOTA CONSTRUCTION DOCUMENTS 15250 WAYZATA BOULEVARD .w QAiQcREVIEw DETAILS SUITE 101 612.758.3099 FAx A L L I A N T www.aiiiant-inc.com MARKKA°SDH, PE WAYZATA, 55391 8_14 43 FINAL PLAT SUBMITTAL p PHONE (612)) 9 990-0666 ENGINEERING DATEE LICEIWSE NO NO, BY DATE SHEET 2 0l 1 5 0:6 Slat' opening ,9r Norn.1, 3067-P or equal fr7E; V Gra in shown 1- 2 -_ VP, Grates shaltbe used at all low \\ l palate. `4l ,.^tdepnoh R3057 -V coating and One or equal. PLAN 4mfrrum of mim ax«n of 5 3' Rrd'us--, ✓f r, u tm t rings with full / :e "o" Cane aallar or „%' betsrs of .mortar: _ P ev sl or NJjpneretn HDITS opat.n4 iras f A ---- 6 precast "'nfarCed concrete slab. are t2 _' 'p `--Top of Moroi below Loutop alo , E 1 to have Tflat e eated with too edge s edgamnsk r_I 2 beads of Ren- or eGunl. , ~- r Vnrica All "0 joints manhole. to t,ove - x' U" ring rubber gaskets. 4'-0 Type - b, � ----- 4recust eoncret_ section - �;-.--g'• __ --!Manhole steps Keenan RI 981J 0r sap al 15 pec Aluminum sic s P apP 'ovad. ... ..-.. _-. - Dogr. shall in grouted on bath `�".. the shield "..�'" the outside and inside. No block structures are allowed. p A Min•ruin slab thickness, 6" for 14' T_ death inIncrease thickness 7" fur N r 6 4' n' each or h r' r `F. t eo.a ..an f . P 9 furca C"x6' 10/ 10 rah , .and _' e with mesh ''.. S`...CT -ON ^- No drain holes Uffof CATCH BASIN MANHOLE WITH SUMP REVSED: t-10 PULE NO.: ENGINEERING DEPARTMENT 3104 FELE NNME: c: ENG SPECG 3roA ALSO SEE PERFORATED DETAIL (SHEET 10) CAiCfi BA PJ IN RADIUS .-m-'_-4 1.... SURMOUNTABLE TRANS:`NON I , CURB & CUTTER TYPICAL RESIDENTIAL RADIUS - 20' 'IYPICAL CCOLLECTOR RADIUS -- 30" 6" height 2"drop 10 Tang tan 't ---T helghi curbing' --d1 4" heft -r- 1" T_/ AdNDDT B618 GONG G& G T SURMOUNTABLE C & G SE ;I -N A_A CPfI�F TYPICAL CURB RADIUS ''. REVLsem: 1 -to ENGINEERING BE F;7 UTE woe: FlLE NATMEG. NG SPECS\5204 5204 J I IIEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE j�� DIRECISUPER,OR SIONANRTHAS DESIGNED: MPR 6-5615 CITY SUBMITTAL GLACCUM HIGHLANDS JIIJ d PREPARED BY ME OR UNDER MY 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: PLN 6-16-15 CITY COMMENTS /\ AM A DULY LICENSED 8-14-15 CITY SUBMITTAL L t Minneapolis, MN 55415 PROFESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 THE LAWS OF STATE OF 612.758.3080 MAIN MINNESOTA CONSTRUCTION DOCUMENTS 15250 WAYZATA BOULEVARD .w QAiQcREVIEw DETAILS SUITE 101 612.758.3099 FAx A L L I A N T www.aiiiant-inc.com MARKKA°SDH, PE WAYZATA, 55391 8_14 43 FINAL PLAT SUBMITTAL p PHONE (612)) 9 990-0666 ENGINEERING DATEE LICEIWSE NO NO, BY DATE SHEET 2 0l 1 5 CT) CD C-) 4 - On C 0 Ln Lf) I- C) N E Q X -7 Y 2nV7 VIC' i't HICITI OW PT. 0' R 60.25 OR E)RAINAGE T 1�2 IT_r � In 28 -65750" PRO -4 A, 1141). CIRCUM 45.5' RADIUS"285.85'/360- D, S., STANDARD CUL-DE-SAC - Y.- _00�;_ITN �0 R Al�)t.45�L R AD. 0, GAS X, "D 0 6116 DO: , URBAN 6 RAD. a , A. RURA; 00' HAD, AD'- BAD.- INVIE! 1 ALL UIGIANCE FOR STREET WIDNAS ARE MEASURED TO BACK OF CURB. 2. PLUS 6' GRAVEL SHOULDER. (RURAL) mfor TYPICAL 3=5 I CUL-DE-SAC PARTMENT 1""! 5205 ZGB\ENG\SPEoS 205 1 M 7M ENGINEERING BE A I p, IS A I, A B��'j A f q, Iligi, X "0 i A B N 4 9 Ai 11 K le, Pull if" g IS ,,, ", I a " -A A app"IN IV GO, 'T, hlog `�il`s" L�,,t A A� tlf� qgil; ;MC Olga Hi ",_, V I III A , no 4 A M iK!, E0 W?Nm .0, Is F fI RID A A ?N I, W 3 A Ad A y I S, A A if 94 AS ii �l fl ral A gli IF A I "Al 111THIN �,11 lobr A aff OF Pedestrain Curb Ramps WME1 I Page 4 of 5 ROSINED; 3-14 1 1 ERING DEPARTMENT 5215C fl� NAME, ED \ERGAVETS'Gon E QEBWAL NQjN5_�LECE_8_VT4tDJqFyE N P _2EBERgi ANNIN. ANAMNI WINLI AN1.P 1IL MRSINTOLANAT NEDEXIIII AN .11 IN IN., � .41, N HILL ON AN Ty ISHADAILL 1. RIONADIDS XAw_ .1. .1 BIBB A. ra ne .1 N) NINE ININAILS INS BAN NO CARDLEA 01111. .11 As nalas AN. NALA1.1ni AS Nengbyo� To twon Uni ON ALL STANDT LIMIT ... 111.1 AS all. AT NE Ali. lbeHANNA MINE PAXIMET, De THIS INSHAIr BNA. EVE "ALNESHIS) IND AwAwwA ON ,.I. LAIEN enew TV INVANALAIND IDA al D 11. NAINFLAIVIE LITATINA, PANDLINIF V�w "Nall .1 IS AT"FAINS, all, AN INSLARES METAL OVANNISHIS $HALL AR LIMITS? FARNEA HARES ALL" VIAMAH AT ..", oryber .-WAN ANAIDLOILy 'Ill. IS INE ,Aar SAb, OADVIDII ASSELL-I DNANL .1 ATTATINTAL11 B BE WIN OF re 1. .10 .1.1 LAOS NER Z TAX ANDRES, , Orn- B... (Sany". ANNS Al N., PALMS AD sNath sibbeen Bill, AS III= IN NOWUN SELED SADVA Ch HANDLEANDA WILL BE INSTALLED AT ALL 57MI MANDANDS THAr BE'. AN FRIEDIF $ME AGN FAR 1.11D INETAX. H. 1A.B LENNI, A' MENT nai CASA M. A - wro-sline LIGHTING POLE REAVII ENGINEERING DEPARTMENT 5240 SEE N`WIB(h\ENG\SPECSXS2A0 I NO CURB & GUTTER AANAHAA S., ,, wan an. FDA, LACHAN fa, INADA, - A A AD FLADSMALUmv, By HRALUI F.E. MA r WS n1AI_ A. BRIBLATEDIA AN, It I IARX='k� ALLOWS AN, AW A. 11 DMINA IN.A.H., A .1 17 Y AVAX.... .1 A walln Boston Hill, 11A.LD B.".. BE In shealy. CONNIVAN't M LI N, A obe A, DGRonco Tram Sewer Main to 01 He WETS OF De -I NIIAI JR 0, . V., . DENIALLF-M, EARNIES ANANNALIN ber nz,M� � BY � Nw� Hei WHEN CALINS LAUANY 11 SIBBANNA ASK DID a ye DE DIAND., 111 1111 ISMAILIA A Q G ... NNDA SHAO-In, wal SEa­,w.RV..,ANXVN lones. .1 DR. WHII.M. NINNIA .111 WENIN be ININNOR IN., Br. AVON _,�r Awe I- P, IF CURB & GUTTER ` r I @ BE... MA"Kneyner TOP CLAREPTANO Ar (D ..,.A VAWN. VA. ANAA, No rys-. ALS, MAIL A C, AMAND.S., SNA.., I'LAY., w,re"Lla"r A "pr X I,- LAN, _LL,, -------- A - ,A (F) 's,"b"OBBYL, .. Us. KILL -Aryo, N. 11 1- A I.A. Aw- Ill-CM1.1 RART,wre, 6 ..'DIFEEPAN 'A'.. HINS THE INFE, XNALLS a VAR.A. AHIANA I ANI -or L'I ` 0A., -L, el, "O.A., A NP. alow , IN AHOA, Tff­ R, LIN SHMANINO CALLIA EVOINITE A ANIFIF W-NITINe Reel ASTABLI MA.IYoN ISENCLOSEL SMALL AS WED, aban SLAIL BE GLUAL TV Inazy". 11 .. RATAI 11 IN 1. AFHAVALL, 1.11, � A", 11 N, .. A. . A, AN, I VN.- 1-1 . 1-1 A .1. ALL. By .-Lbb IN HN- DID NATEXPINKS HAVELANANS IOIC He AIN A ENNAMIN OIL ANN .1 CONCRETE RESIDENTIAL DRIVEWAY ENTRANCES N MON, Nor N P _2EBERgi ANNIN. ANAMNI WINLI AN1.P 1IL MRSINTOLANAT NEDEXIIII AN .11 IN IN., � .41, N HILL ON AN Ty ISHADAILL 1. RIONADIDS XAw_ .1. .1 BIBB A. ra ne .1 N) NINE ININAILS INS BAN NO CARDLEA 01111. .11 As nalas AN. NALA1.1ni AS Nengbyo� To twon Uni ON ALL STANDT LIMIT ... 111.1 AS all. AT NE Ali. lbeHANNA MINE PAXIMET, De THIS INSHAIr BNA. EVE "ALNESHIS) IND AwAwwA ON ,.I. LAIEN enew TV INVANALAIND IDA al D 11. NAINFLAIVIE LITATINA, PANDLINIF V�w "Nall .1 IS AT"FAINS, all, AN INSLARES METAL OVANNISHIS $HALL AR LIMITS? FARNEA HARES ALL" VIAMAH AT ..", oryber .-WAN ANAIDLOILy 'Ill. IS INE ,Aar SAb, OADVIDII ASSELL-I DNANL .1 ATTATINTAL11 B BE WIN OF re 1. .10 .1.1 LAOS NER Z TAX ANDRES, , Orn- B... (Sany". ANNS Al N., PALMS AD sNath sibbeen Bill, AS III= IN NOWUN SELED SADVA Ch HANDLEANDA WILL BE INSTALLED AT ALL 57MI MANDANDS THAr BE'. AN FRIEDIF $ME AGN FAR 1.11D INETAX. H. 1A.B LENNI, A' MENT nai CASA M. A - wro-sline LIGHTING POLE REAVII ENGINEERING DEPARTMENT 5240 SEE N`WIB(h\ENG\SPECSXS2A0 I NO CURB & GUTTER AIR N .A 10, SANKFIR, CNI, __Ue he THLIKIMI 01 BE'S, Ali I fa, INADA, - A A AD H A VOL A III AT A It I IARX='k� ALLOWS Rib,t IN WS, A - ANN ...G sal, ANNE, .",V 11 DMINA IN.A.H., A .1 17 Y AVAX.... .1 A walln Boston Ally, A obe A, DGRonco Tram Sewer Main to NINAWI .,A, no On HANT (4) 170JND FLAT GARNERS, AM FIBLAWN an An UNTRACTed FLAT �,MYT ANN REPLACE AN tDr $NNAP IF STISET a. 11 In ANH 1.1 IASLAESAI TIT to AIIII IAIDDI, ININI AIIIIVW. ill tebal MANEIII '11.1, Fog, Troll HIS, A A PEAL ISIDIAT, BIKINI to OIL WHEN CALINS LAUANY 11 SIBBANNA ASK DID a ye DE DIAND., 111 1111 ISMAILIA A MINIMUN or I - d In 114 AND .I In, VNIVINIAL "LLINITA SHIA, AL I LAW'. .1 C . IFINDBIA I, I AN ,III � IIA IF DR. Now 11 NoN ANANA 11 'A IIHN"111111'I' 'V THAL II.A. . V All ANNICHI 7 WATER OAYN` 15 A L,l NF<WrY FAKITENT A ACAND AS WILINSCLANG I VIDAMAID A IINNA .1. DID As Ir AAAN�LO sln� I EINSN AD NANAI AHN I BE bolrtwh� VITS _,�r Awe I- P, IF CURB & GUTTER fit I .. .,N Hl�!F NNHASN��l 'M LINK AN., �, �NHN A RAWN MAN ME ON "'N "'A ow" N ABI IFIX BRA An INSIST -.I- Wat __NAF NABLON, by. eAND SM,N. A SAID a' 0111 ex, TI: 1_7_77,= _LL,, -------- A - ,A I I Pdb�,Il I'D, ON A I c FLAIRMOB Or KILL -Aryo, N. 11 1- A I.A. Aw- Ill-CM1.1 RART,wre, ;D'Eff. Ar- Al NANILA - H- es- I'll III . AL . � I I.L. A A - I - A A - - KMIL s A NANA � I w an-, - V I - A FEB 1. ANK .1 0 will A ', IIH -I - ANN NI -1 . iA -1 AKAL I IH H, AAy A AHIANA I ANI -or L'I ` 0A., -L, el, "O.A., A NP. alow , IN AHOA, Tff­ MALA ill- WA I'll Kwl L - AL y - .11.i 'Al, N 11 .. RATAI 11 IN 1. AFHAVALL, 1.11, � A", 11 N, .. A. . A, AN, I VN.- 1-1 . 1-1 A .1. ALL. By .-Lbb mof CONCRETE RESIDENTIAL DRIVEWAY ENTRANCES caw= WITH AND WITHOUT CURBS EMBED 10 -Hap I EINGAMEBUNG WARTMENT -1" 'A 5208 ITUE GAME. X IMENEAGILLECERUM206 VARARI,E I AN ON Q. MINIMUM 11' 12' 2" PER FT. STORE TOWARD ROADWAY CURB TOPSOR. TYPICAL.. 3" MNDOT 2360 SPWE8340B 6" CLASS 5 BASE- COMPACIED SUBGRADE PER GOAL ENGINEER NIZITE-S. I� SHOULDERS TO BE BACKFILLED AND RESTORED WITH 3" OF TOPSOIL ANDI RE-VECETARBD WITH SOD OR GEED / MOLCIT 2. THE CON TRACTOR OR DEVELOPER SHAUL SUPPLY A 2 YEAR 100% MAINTENANCE BOND UPON CITY ACCEPTANCE. 3. THIS DETAIL / SPECIFICATIONS ARE MINIMUMN REQUIREMENTS, ADDITIONAT. DESIGN MAY BE REOUIRED DEPENDING ON EXISTING SUB -GRADE AOIL CONDMONS. 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS, N40 WASTE MATERIAL, BLACK DIRT, OR ORGANIC SOILS ALLOWED. Iff Of 'I 7 (if R4111,01E ar ITA Ali, ----------- ll"A, I, I SING 'N r U"Or,", mof I LIGHTING ASSEMBLY BASE DETAIL ENGINEERING DEPARTMENT F""I 5241 AMNESIA 1-08 1 = ;=1\1G`dBPNUsqS241 W 010 IROM F/L NO - ELL - IS __ 8, CU - TTER - A DE 01 VAX IGNIALIN 11 INS LIALLIDT1 It I IARX='k� ALLOWS T112-frign HATONAMN PATOLAGE NCIUDEA, 'A AVYA�1� III ATIALUDIA, I A An. N (4) 1 tP' GAIN, CARRIAGE ART Is FS L FIREADS DGRonco Tram Sewer Main to % of ',,'Ind. N., I. be D.LeNd ------ (4) 170JND FLAT GARNERS, EX P.9a.3 F_j SAWONT I. E END Or D., Or ALI FIRIT IITNH I11AA ADI GH r NOTE, St.. at P.L. aonn D.Wna,.chn Manhole ----- 1 A DiSer., SNIVEASS VOTEACKA ?ANO SAKINAO SAN RFAAI' MIT IF Ong, E, Hak� S�ciojh WHO WAS 'AWSO, at AAar, EAo,NG STREET (4) OCK WAVANFIRS, M ENOANNAI SIDINFAS 1. 111 FIRIO, se .1 .1.1 81. . ftLIAM III �-I- �n No LINFLons IN 6' AN LOVE 6 FLAN, DATA (4) Dry T'AG TAPPET RETAILING WASHER, - 5,75" TO Y" DINA. HOLL CIRCLE Per"a In', " , Ab A I AN Or Ar TONESIBBESSUIE -1, THIN of wN. (4) N3rCE1ES IN SHAFT ""T, bx,,�N, A= ., 'AlSty INA- N,B NNk VA ab-boso, _L, ,,Ali,,, EV o DELTATHI IIIIIIANINEN III BIEL RE A NALIA1. N 2-F IWIS OR .NBo.,o AHNI V a, .�,w A IN, .. TO ALLOW DOLT HEAD CHER ALL DOMAIN 10 OR UNIT Hall AND OL -TER ILL UP47AINS AFlVER DNAAAM aff or RESIDENTIAL BITUMINOUS DRIVEWAY ENTRANCES CLEARANCE WITH AND WITHOUT CURBS 1 ENGINEERING DEPARTMENT 1"': 5209 VOTES. 9ANA-5PM 1, FINDII, DOT UN GALVANIZE POR ASTILl ILAREST ABSOLUTELY'!I NO CONS -RUCTION ACTIVITY, RESISroa, A! LGLXFD ON 511 rE OU ISIDE 2, FASDPIANc to BE FERPRINDIC ILAR to SHA�T AXIS (AL 1�) j- T T AXIS. ADD TALLE C&RAPI.CE CONCULTRE'C 14185) .0 SNHAF� CITY OF C14ANHASSEN ENGINEERING DEPARTMENT EF12 22� -1160 R, STENCIL MIN 1/2 IN LETTERS MANlIFACTORGAL'S XUVNR IF IER CAI VANQIHG� SIGN SHALL HAVE A MINIMUM Sir TWO POST& 2. INSTALL SIGNS AT ALL CONS_`RjfjC7jON ENTRANCES, 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LEITERING. 4, PILOT PONT AND $HALT AXES TO PC CONCONTRIR OH/ ­ DEVELOPMENT 9.66" DyAt INFO SIGN 125 ITH) AND If, LHqH` (t/ "'). NO 313 FILE WELLIFNMENGLASPECE0,5313 5, PLANE COT SLOT PER"YONCULAR LET TIT BASU'LATE. 6. PFIKAT. TUMPLIFLAOT, HANMAINI), AND CITAN SAEFPA�E FFLX ANN PLOT PONT ON Alt AFIDIFF AREAS. 7, AAMF.CUT LF-EHOLARITES ITLIMEBOY. (1) VAHtYS NET TO CXCEED 3/32' BELOW NOWINAL SURFACE UEVCL. (2) PEAKS OR POUNIVE IRREGULARITIES NOT TO EXCEED 1/32 - 14'DIA ARMS NOMINZ OUTLAND LLVEL'6P, INICHOLDNONS OF OR is NOMINAL SHRLARF�� 8, ALL MATERIAL IS -10 OF NEW, UNUSED AND FALL TRACEABLE MEE -FNG air FOLLOWING SHEIDIFIC411OLDED RXnFRHTF ASTM A22-UITEST NELSON) SURNI"lURAT, 5IFFt (CONFORM 10 PASHTO WELL BE, � 12TI) 16FL, ABBY: A2NO -NATEAT FEVINING) GRARE 2, STEEL PBF, FLES, AILERNATI MAMMAI, ASIM -VISION) TAPE A OR 9, PRIDE IS A53-(�ATEST BE ALL RADIAL SACHOLDS NORMAL STEEL MILE OR ASIM (LATEST REVISION) TO Axis I 3� GRADE 9 STRUCTURAL STEEL TIJ'BING, DA ASTAI AND36-MEATEST REXTELONG HOT PLEALOD PITCH Of OT POINT NATO ARTS -ii-ATEST REVISION) STEEL BAR. SXjD_ CARS BOLT NOR ANSI DONE,% 845 MES GRARE-5 It), TRASEPLA4 IS AERLANYXT[y SIAMPED AND At AC TONS NORMAL 'r ISNIFIL',Aflorl ADIC' IN I/F LEYERS AND MANd'ACCEFS', +/- - DATE CODE IN t/4 - ST7N1S 11. HARFWAR� Elio A VU 1ACKAGED IN BURROMP SAG AND ATTACHED TO FOONDIA"IMIN, LISLIFY MUSV BE FORMED BY MATCHING VErAL LIFE RECOMENDED TOIQUE! NO GREATER THAN 16,000 FT. 113� (EV SEO OF RU;E TINFOIL FORM) mof I LIGHTING ASSEMBLY BASE DETAIL ENGINEERING DEPARTMENT F""I 5241 AMNESIA 1-08 1 = ;=1\1G`dBPNUsqS241 W 010 IROM F/L NO - ELL - IS __ 8, CU - TTER - A DE 01 VAX IGNIALIN 11 INS LIALLIDT1 It I IARX='k� ALLOWS A. "Er"ALS."A 'A AVYA�1� III ATIALUDIA, I A An. N Assiar, DGRonco Tram Sewer Main to % of ',,'Ind. N., I. be D.LeNd ------ PAC VAN EX P.9a.3 F_j SAWONT I. E END Or D., Or ALI FIRIT IITNH I11AA ADI IAO1 ELFIN' KITING St.. at P.L. aonn D.Wna,.chn Manhole ----- 1 A DiSer., SNIVEASS VOTEACKA ?ANO SAKINAO SAN RFAAI' MIT IF Ong, E, Hak� S�ciojh WHO WAS 'AWSO, at AAar, EAo,NG STREET Lens, Thai ENOANNAI SIDINFAS 1. 111 FIRIO, se .1 .1.1 81. . ftLIAM III �-I- �n No LINFLons IN 6' AN LOVE 6 FLAN, DATA in b", 'Net, D SURE AGIJ17ER 51' M A I IN ne"i 71COMARIDWOaR AINLI-0 § 21 A. ANIO !I Few. REN_ --Ra. Hh Per"a In', " , Ab A I AN Or Ar TONESIBBESSUIE -1, THIN of wN. N . vL"- li,,�! ..a ""T, bx,,�N, A= ., 'AlSty INA- N,B NNk VA ab-boso, _L, ,,Ali,,, EV o DELTATHI IIIIIIANINEN III BIEL RE A NALIA1. N 2-F IWIS OR .NBo.,o AHNI V a, .�,w A IN, .. IF NT PAWARSHOS NO A` HIRACED NeN AIR Aro� UFALL �Db SONSC.1 PaLACELATT SHTAL� BE VNED AND THE ALAN RN04ZD 10 THE NLARENI TINT ON SAFIN F 5 ON CHER ALL DOMAIN 10 OR UNIT Hall AND OL -TER ILL UP47AINS AFlVER DNAAAM aff or RESIDENTIAL BITUMINOUS DRIVEWAY ENTRANCES am= WITH AND WITHOUT CURBS 1 ENGINEERING DEPARTMENT 1"': 5209 D4 " T N, 35" ­rNfro SINS,, A Irrxhr, St�by� He R.Ntired Sig, IF or, M,e NVO,a 2,5LB, 7' LONG, Gay.rtnod Steel 2 Sigs Powt o F 3/8- OU. D, (9) 5/16" . I" GOl't'll"Ad Co -I e I,, Vast SNIR, ,'A 12 GO"," D. lqaerplwa� n j - with WBDh( R, f E��T-wffln- FAIL if F rpr�rq ffiqW So 13 . AriSho, Plate W 3113, 7' Arab., - ---- - I FIL, _11" ............... .................. nj ................ OiSO.0 Typical Street Typical Traffic Sign Installation Sign Installation 6" -B.It Past With SIGN To DaI' In C..,a,be ----- T_+� Poor ER,N,-Hol Jbrrd IAFO,H, y."` IT 4 SONe F0 DINPUT ON I'Strillotion Ere Mal Anchor Plate Detail N07ES: f ";; E, 11"I'd LN'Stinin Of STOAT Ejgn8 ONE fol' IrCHU. Sqn, Contact ChathataRn SHFHO SNFO,INN,rNdONi (952-227-1,3bLO. 2� Fw, Ar.terint S,NSHi,.t;na BE, Son,tior, 4.11 of Standard SH ­At StEeD, 3. Traffic FIND, with 9 Sq. Ft. or Store of Sorsta Area and 3IS" or Larger in Size, Mtot h� HIC'no with TWO b�po,,NN Part, 4, FC, ormore Sboet, BOND STNII I,,, The SHINN AN Atsog, Forept Loitering to be WhIIH H Hill, Hook,cb,id, STREET AND aff OF TRAFFIC SIGN MEMI I INSTALLATION ;;0=7141I6.G\WPSCS\aN7 I ENGINEERING DEPARTMENTF NOL 5217 A,Nbr� al f1dy, Of water is she'li'g, PIECE, Rod SQ`F_ ze,pe'dit,jI., to fine diroct3trn OF war,,, GO" SHINGUNG SOD Where IDS (!a, of od', IT ..N,Ob,1N.tId, re ­B Bad AIDS Retold to the Orectio, of OVEPLAPPIND- SCD_ Water fl.w NOT­� Ald,RNO. pea9tr,g an Sao I, Hot aAdficdly rec,'red it 'a Understood ffNaL Ire ,ont,Oobtr Mll be OrRonable NFL The ANLAOXSEILII BoURAISSIHN.Ft Of the Son INCIIJ,Hng ,,Ued, a, -HEAccetreNt Of ,,d Wh*,,h ben.ones IVISISHOod Or chainged dt. to Ndk of pricattkSi ,, proper care, R1101 SOD ago PLACEMENT FEE wil G: GAS I _ERING DEPARTMENT 5303 VARIABLE V HYDRANT L--VAIVE BOX 6" 6" - 'SEE PLANS) 4 PER IT. SLOT TO ROADW#�� core 4 CLASS 5 BASE 2' CONCRE I E SEE NOTES 1 3 1 TY1KOAL 6" THICK CONCRETE SIDEXALF. 2 - USE 3' THICK ED- COMMERICAL DRIVEWAY CROSSING. 2y JOINT SPACING AT 5' A - ERVALS. EXPANSIL2,11 JOINT SPACING AT 1100' 114TLRVALS AND WHEN Al EXISING CONCRE�E 'OR SIRUCHURRE, CONCRETE omm SIDEWALK 0 "Iff 11 1 REVi 1-10 1 ENGINEERING DEPARTMENT NOA 5214 IFILE NVILABIEN'NEWELD5PENCIRA5214 I F CITY PROJECT NO. - CITY OF CHANHASSEN ALLIED, DATER OR COMBINATION EERVACP (CIRCUS ONE) Street HAND A .................... .. - ------ --- Black-__ AdditiorNaNA-_ - ------- ---------- A OWNFORSOLF Manhole No. ---- SIN. at PT. fr,rH D.Wnst,M6. Mobil --- 4 ------ 0Y,.NYN a, C.L, of Se'er M.It-_ -- ---- DGRonco Tram Sewer Main to % of ',,'Ind. N., I. be D.LeNd ------ I-ArqUI, Size and Type Vii SerOICE ------------- D.P�H (It NJ � ------- Diinorice, Sewer HILLS Is riser ........... .. +_ .... ... ... ... Riser Haight .. ...... ............. ASTER DainnarECOD MFnhGl. N . . ... .. ...... .. ...... St.. at P.L. aonn D.Wna,.chn Manhole ----- 1 NEN9U, Size and Type of Semce Fire ---- - ----- - --------- - -- - - D,;FQN at Fri ...... .... ......... . C.rb Stop CarV., Co. C..dFN.t.Ss X --------- Y� -------- F Check it Sewer Seivice Riser Installed IT Denotes Sewer Service End @-Debotes Water SA,Vce End (SHOW SKETCH WITH TIE' HERE' ,/-MNDOr 3149.2H Nd by EPA, vIV KID LH a, I A, I. clyiRn - 12, DEEP I., FiTI INS If 'a bt... 1 1, b.t.- FIB L.No, Led AboU III UPS I. beer -It le,17,= 17011 ArSibilr­ -1 - brNMEN, _r,b ELA - N,I I, ""T, bx,,�N, A= ., 'AlSty INA- N,B NNk VA ab-boso, _L, ,,Ali,,, EV o SUD.12 Abrant-It- BAR 6' STANDARD SERVICE amm TIE CARD RENTSED: 1-10 I 'ERING DEPARTMENT 7AM-6PM SPECIERS221 A In At LB A I'D ei IF ;iga 50�', 0 Pink, pt tKI, AL IN I 4Y1111 I 7/7. oRl T, A 1'�j age A A At Ne l 911 E III �rlirn I H INTO Oil 011 'Ef '!A ill ;9,;E 'A E.Ii- - As SIR PALAM11 AN ARLF AT ED 9** W10F Pedestrain Curb Romps Page 2 of 5 HOBSEE, 3-14 READ Hari I- i ENGINEERING DEPARTMENT 5215A PROJE(`1 NAMF A AGGREGATE BASE PROJECT DESCPIPTION-A .52, LOT SINGLE FAMILY RFSIF)FNTIAI SUADIVISION MNDOT SELECT GRANULAR BORROW DEVELOPER NAME COURSE FILTER AGGREGATE PHONE NUMBER ,/-MNDOr 3149.2H CONTACT- NAME 12, DEEP PHONE NUMBER 6' FERMI CONSTRUCTION HOURS-11YON.-FRI. ..CF ITT DRAIN 7AM-6PM SAIURDAY 9ANA-5PM ABSOLUTELY'!I NO CONS -RUCTION ACTIVITY, WAINIENAN�E QJR DELIVERIES A! LGLXFD ON 511 rE OU ISIDE OF THESE L009S. CITY OF C14ANHASSEN ENGINEERING DEPARTMENT EF12 22� -1160 NOTES: SIGN SHALL HAVE A MINIMUM Sir TWO POST& 2. INSTALL SIGNS AT ALL CONS_`RjfjC7jON ENTRANCES, 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LEITERING. 4. LEITER SIZE 10 ill S' X 6' SIGN. DEVELOPMENT Rq= INFO SIGN RIBISEEXI-10 ENGINEERING DEPARTIVI if 313 FILE WELLIFNMENGLASPECE0,5313 A In At LB A I'D ei IF ;iga 50�', 0 Pink, pt tKI, AL IN I 4Y1111 I 7/7. oRl T, A 1'�j age A A At Ne l 911 E III �rlirn I H INTO Oil 011 'Ef '!A ill ;9,;E 'A E.Ii- - As SIR PALAM11 AN ARLF AT ED 9** W10F Pedestrain Curb Romps Page 2 of 5 HOBSEE, 3-14 READ Hari I- i ENGINEERING DEPARTMENT 5215A � CLAY S 4' PERFORATED PIPE GEOTEXTILE. WRAP (3733, TIRE 1) IRERZ� Perforated PVC CONC, R ON TO 0 E 0 LAR OF )ETAIL 0 Or -- AROUND C p IPE 1. CLEANOUTS REQUIRED AT 300'INTERVALLS & ALL ENDING POINTS. 2. SWUNG TIES TO BE SHOWN ON AS -SULTS 3. OPENING$ IN ST BE FABRICATED OR C RE DRILLED_ C THIS DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOIL SUIT CUT IS NECESSARY. aff or 4" SUB -SURFACE CEM DRAINTILE lannigli 3-14 ENGINEERING DEPARTMENT I PLATE Na� __ _.__ ------ ­­ 1 5232 51", �E 2 A, 7 'K A I'R �Jr_� A, A A ,A 0 'Vj "'A - 4 /YY 1 7, Xi A;i HT iI It I, - RLS iin A � HI " Ar A 4,gh g1l, IA KDR V N AzA AS 9 0, A, A� E, 4'r �E%III H PC A, "a �,�F I � 6 A A,E, A fl H d, X\ it I !a Old R W10F Pedestrain Curb Rarrips (IMNER I Page 3 of 5 REVESEED; 3-14 ENGINEERING DEPARTMENT 1PULTE NO, 5215B HUS WITH IFIREADED rAl AL PILLIG .0 . BE SET AT 11N�L GRADE, METAL TOP PLUG MADE OF MATERIAL TO ALLOYS LOCATES FINISHED USAGE / FVA ONTAL DETECTOR --- INS ONE PIECE SVC SDRI-35 CLIANOUT RISER (SIZE AS PER PLANN _XT ONE PIECE PVC SCR. -"n A CILANSUF RISFAT (SIZC AS TOR PI ANIT AN I L FADVaD S R-35 I SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NOR GASKETED) 2. "LEAN OUIS SHALL BE SPACED AT SCOT INTERVALS OLIAXIMUM) f, D , �NTTDS SIR' RISER TO BE SAME SIDE AS DRAINIR1 MAIN. 4, ALI ORAINDLE MUST HAVE, TRALER AMBE LAPED 10 !OF TOP BE THE TNF`F ,DNTRA(CT`R WILL BE REQUIRED PASS A LOW VOLTAGE CGODUCTPHTY TFC,r SUB -SURFACE PVC DRAINTILE CUR CLEANOUTS FOR INLINE AND MEW END OF RUN CLEANOUTS IVEAVI 1-12 1 ENGINEERING DEPARTMENT PLATE NO.; 5234 RUE NAME4BLDRIGNAGEEN. - I 11 ---- - -- I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DESIGNED: MPR 6-5-15 CITY SUBMITTAL DIRECT SUPERVISION AND THAT I 233 Park Ave S, Ste 300 DRAWN: PEN 6-16-15 CITY COMMENTS GLACCUM HIGHLANDS oil AM A DULY LICENSED 8-14-15 CITY SUBMITTAL Minneapolis, MN 55415 PROFESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 THE LAWS OF T14E STATE OF 612.758.3080MAIN MINNESOTA DETAILS 15250 WAYZATA BOULEVARD 612.758.3099 FAX �_Wow_( QA/QC REVIEW CONSTRUCTION DOCUMENTS SUITE 101 ALLIANT www.alliant-inc.com MARK RAUSCH, PE WAYZATA, MN 55391 8-14-15 43480 SHEET 3 of 15 PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. jiy- DATE FINAL PLAT SUBMITTAL A AGGREGATE BASE MNDOT SELECT GRANULAR BORROW COURSE FILTER AGGREGATE ,/-MNDOr 3149.2H 12, DEEP ..CF ITT DRAIN � CLAY S 4' PERFORATED PIPE GEOTEXTILE. WRAP (3733, TIRE 1) IRERZ� Perforated PVC CONC, R ON TO 0 E 0 LAR OF )ETAIL 0 Or -- AROUND C p IPE 1. CLEANOUTS REQUIRED AT 300'INTERVALLS & ALL ENDING POINTS. 2. SWUNG TIES TO BE SHOWN ON AS -SULTS 3. OPENING$ IN ST BE FABRICATED OR C RE DRILLED_ C THIS DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOIL SUIT CUT IS NECESSARY. aff or 4" SUB -SURFACE CEM DRAINTILE lannigli 3-14 ENGINEERING DEPARTMENT I PLATE Na� __ _.__ ------ ­­ 1 5232 51", �E 2 A, 7 'K A I'R �Jr_� A, A A ,A 0 'Vj "'A - 4 /YY 1 7, Xi A;i HT iI It I, - RLS iin A � HI " Ar A 4,gh g1l, IA KDR V N AzA AS 9 0, A, A� E, 4'r �E%III H PC A, "a �,�F I � 6 A A,E, A fl H d, X\ it I !a Old R W10F Pedestrain Curb Rarrips (IMNER I Page 3 of 5 REVESEED; 3-14 ENGINEERING DEPARTMENT 1PULTE NO, 5215B HUS WITH IFIREADED rAl AL PILLIG .0 . BE SET AT 11N�L GRADE, METAL TOP PLUG MADE OF MATERIAL TO ALLOYS LOCATES FINISHED USAGE / FVA ONTAL DETECTOR --- INS ONE PIECE SVC SDRI-35 CLIANOUT RISER (SIZE AS PER PLANN _XT ONE PIECE PVC SCR. -"n A CILANSUF RISFAT (SIZC AS TOR PI ANIT AN I L FADVaD S R-35 I SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NOR GASKETED) 2. "LEAN OUIS SHALL BE SPACED AT SCOT INTERVALS OLIAXIMUM) f, D , �NTTDS SIR' RISER TO BE SAME SIDE AS DRAINIR1 MAIN. 4, ALI ORAINDLE MUST HAVE, TRALER AMBE LAPED 10 !OF TOP BE THE TNF`F ,DNTRA(CT`R WILL BE REQUIRED PASS A LOW VOLTAGE CGODUCTPHTY TFC,r SUB -SURFACE PVC DRAINTILE CUR CLEANOUTS FOR INLINE AND MEW END OF RUN CLEANOUTS IVEAVI 1-12 1 ENGINEERING DEPARTMENT PLATE NO.; 5234 RUE NAME4BLDRIGNAGEEN. - I 11 ---- - -- I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DESIGNED: MPR 6-5-15 CITY SUBMITTAL DIRECT SUPERVISION AND THAT I 233 Park Ave S, Ste 300 DRAWN: PEN 6-16-15 CITY COMMENTS GLACCUM HIGHLANDS oil AM A DULY LICENSED 8-14-15 CITY SUBMITTAL Minneapolis, MN 55415 PROFESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 THE LAWS OF T14E STATE OF 612.758.3080MAIN MINNESOTA DETAILS 15250 WAYZATA BOULEVARD 612.758.3099 FAX �_Wow_( QA/QC REVIEW CONSTRUCTION DOCUMENTS SUITE 101 ALLIANT www.alliant-inc.com MARK RAUSCH, PE WAYZATA, MN 55391 8-14-15 43480 SHEET 3 of 15 PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. jiy- DATE FINAL PLAT SUBMITTAL 100.95 V l L_ / \ I L_ L I R .26 X 1007.55 W N T < 1 < xssa.se EDGE OF WETLAND_ A r / \ Li Lil I I ♦/ IV /y W'LY EXTENSION OF THE SOUTH / LINE SHADOW RIDGE / 997.46 /X999. 9 1 r / 998.39 1 I, 998.i�74- X999.17 ! 997.45 S88°03'48"E 408.80 Jj b 1 EDGE OF WETLAND o- 56 1 _.....___.....___.� J673-� OI X 997.65 1672- 165 997.12 X 11 tX C.."9 0165 X 997.39 r X1001119 ��� 1670-,/j LS> 9.34 q'I657 X. 997.27 X 997.07 (1-1652 EDGE OF,WETLAND__, q -1671 / f 1651 F/ '� tin+ I r-164 jJ1 7 i / 998.31•_., x X \oo\ b / 997.45 997.20 f,f $99.73 �` EDGE OF WETLAND X 997.40 / r, r-1679 f r ....,.,._,-. ..... / I� / X1006 100046/ C--1678 / 1570-, !,.1, .71683 1 999.72 (/ 1000.70 0� ` % O)88%0 f 1001.23 \ 1\ 999.75 / fj 1677- ✓. 0. fI `-1675 / 11. 8 _I, 7 ..p-.1«5T7-^7�,r"XI0r /r -,✓X-'16X/ 4 S2 / / X 6- 01,4 60 01571566 3 081 1646- r 1676 1843 1569-J/�+ f0 / �I579. - ,,,.,� -'90 "� 9 1 / ..F -.\I F 1 r1L1--./i' r r n I I n,i//, /I 1 '+ L 1647 v v X1001128 ''" 1574N ! I r„r IP05173� -01667 1 \ V Iv%v/ I 7Cin 1580 ... ..__..,.. - X,r',�' 1010.06 t XIU1 Ix 14. T '=1648 r / X 15751 i 4.-.-a,._...�__yi- _ / r' �-,1664 1582 0. _1649 .--._ _._"_.. -... ✓. L --*.-/.._.- i / V / ., F - 1665 - ti 1576 '"' 1555 0- 1553-"' r 02 � F / �•- .- _ XI .69 �/ L-1581 �"_._'�' X100681__... Qr.. � 1007:8Z_`.' � �� 101152 /� 01577 X100 44`'� r-1644 .» /`� / rri Jp �it){ir3.. 1587 � -�- ,„. / . 1669-7 .1584 1645 .-�'" X1010.56 ,r". 1013,46 „. vJ1 / ' r, rl 01586 01588 1578 ..«..^^"`",. ,,,,,.�'� �.q !' .' X54 1585 rS 10.«....'"' -' A . "r ` / d� 4 fa-w^`"""`"""�io1o13 `"� ..- 10I€26 �Ab_ 1010.02 1650-L L-1589 01564 _.--''" �' .� ,'� 1 ;q / �'3. X1012.56 ."-"-,...-�'""_,,..,,,,...�"'°' �' r _ O r X1012 01565 X101219 ^56 1695 .. ,.t ...,_..-.....,. ,... 563 ""- pr' r"„�^._ m '.".. ..✓' / ... _.� ..-1551"`/f% I( I 15g6 -P X ...._ _....._.__.. ORs.os 600 W m I T X102 Q =1 \ 17.11 > 1017.41A- -QF017.98 Uj d / J 'O 1018.25 10 I. 2 9 i 18.14 X 1018.62 101.84 101 66 I 11` i \11028.o8t. THE 101.70 1018.02 fjoy 1018.45 < 1 < xssa.se EDGE OF WETLAND_ A r / \ Li Lil I I ♦/ IV /y W'LY EXTENSION OF THE SOUTH / LINE SHADOW RIDGE / 997.46 /X999. 9 1 r / 998.39 1 I, 998.i�74- X999.17 ! 997.45 S88°03'48"E 408.80 Jj b 1 EDGE OF WETLAND o- 56 1 _.....___.....___.� J673-� OI X 997.65 1672- 165 997.12 X 11 tX C.."9 0165 X 997.39 r X1001119 ��� 1670-,/j LS> 9.34 q'I657 X. 997.27 X 997.07 (1-1652 EDGE OF,WETLAND__, q -1671 / f 1651 F/ '� tin+ I r-164 jJ1 7 i / 998.31•_., x X \oo\ b / 997.45 997.20 f,f $99.73 �` EDGE OF WETLAND X 997.40 / r, r-1679 f r ....,.,._,-. ..... / I� / X1006 100046/ C--1678 / 1570-, !,.1, .71683 1 999.72 (/ 1000.70 0� ` % O)88%0 f 1001.23 \ 1\ 999.75 / fj 1677- ✓. 0. fI `-1675 / 11. 8 _I, 7 ..p-.1«5T7-^7�,r"XI0r /r -,✓X-'16X/ 4 S2 / / X 6- 01,4 60 01571566 3 081 1646- r 1676 1843 1569-J/�+ f0 / �I579. - ,,,.,� -'90 "� 9 1 / ..F -.\I F 1 r1L1--./i' r r n I I n,i//, /I 1 '+ L 1647 v v X1001128 ''" 1574N ! I r„r IP05173� -01667 1 \ V Iv%v/ I 7Cin 1580 ... ..__..,.. - X,r',�' 1010.06 t XIU1 Ix 14. T '=1648 r / X 15751 i 4.-.-a,._...�__yi- _ / r' �-,1664 1582 0. _1649 .--._ _._"_.. -... ✓. L --*.-/.._.- i / V / ., F - 1665 - ti 1576 '"' 1555 0- 1553-"' r 02 � F / �•- .- _ XI .69 �/ L-1581 �"_._'�' X100681__... Qr.. � 1007:8Z_`.' � �� 101152 /� 01577 X100 44`'� r-1644 .» /`� / rri Jp �it){ir3.. 1587 � -�- ,„. / . 1669-7 .1584 1645 .-�'" X1010.56 ,r". 1013,46 „. vJ1 / ' r, rl 01586 01588 1578 ..«..^^"`",. ,,,,,.�'� �.q !' .' X54 1585 rS 10.«....'"' -' A . "r ` / d� 4 fa-w^`"""`"""�io1o13 `"� ..- 10I€26 �Ab_ 1010.02 1650-L L-1589 01564 _.--''" �' .� ,'� 1 ;q / �'3. X1012.56 ."-"-,...-�'""_,,..,,,,...�"'°' �' r _ O r X1012 01565 X101219 ^56 1695 .. ,.t ...,_..-.....,. ,... 563 ""- pr' r"„�^._ m '.".. ..✓' / ... _.� ..-1551"`/f% I( I 15g6 -P X ...._ _....._.__.. ORs.os IT 03' T X102 Q Q \ 1031.40 SANITARY SEWER 1021.410'28.76 UNKNOWN MANHOLE >> X { 10 3.99 j It ly X I. 2 9 i i i t 1 'J 1022.10 I 11` i \11028.o8t. 1 1030.75 1030. 1 $O SANITARY MANHOLE 1 ti \ LIME C RETAI UNDERGROUND TELEPHONE A � WALL X 103604 /r~~ b 1036.027 P f � /f XI036.8 IC }, x1037.29 i I y 1039.0 1037.41-- X3',48 "W "X.38.67 x-1534 \5380 X 042. 1040.96 SEPTIC - STONE 2-bI VRI WOOD FRAMED \^X X 1535--b 1041. 1008.08 ( f t X1033.24 ( X 00$�461 i XID` 7.01 r J 1 XIOY8.6 V r 1 \ I� I r� / r- Lit X L L. _ 10 9 6� \i �} \\ Fr /� t JZ 013. F�2 1 1 r/-158 i rY-IS 8101 6.62 1 f .00 1037.48 07.67 J t 1p - O ( ,.44 1690 )J / J50,5- t 1 0111 /t! XIO 5.44. 143{j j// ` I�w2] jX. 38.06 03 +1011.85 y 1 0--1526 o--188 ti' J j q �+J t 1 %1036.16 X1037.0 1685-' I 1686 � �>`I / 2/ � ( e - -1530 � N/+ X1039.54 jJ1 X101.54 jr 1 /' j g zJ3 j� .P�iP x103 .13 --- .,� j /I 1037.00 ' X1014. 151A 1' 1036.50 1037.04 1 - - - 1037.OIX Z � 1037.02 1 12 / A /j �/� / f vCI 06.84 X X1039.21 L _ J X /�-1523 X1011. 8 Jj X4(5{� 1 f �c� X 103 .0 ` L _ J ;t) x_1522 1037.35 10 .92 `I� .7781 /� X1037.81 X1036 .. 1521 .55 \\ !>Sf038.08X X1036.65 y°� L - U 68 �bll / fd TI547 Q1037.55 f 41 / jjjj/ X1035.67 L-1520 3..02 i _ -1544) 1 1- ��� X/1 10�8.78X V X \ /YDo ,r X1035.32 J 1036.43 /0 6 10355836 035 58 (2_1532 11C r r "r X1035.55 jp3b 65X01543 Ok 1533- - I -p / M L 1 J 1038.46. 103 B rte'` 13�qq 5itl W 'X 1036.46-J II x \ O / r X P `-' �. 1036.23 b-1545 X1035.6 \03A y6 1-1541 X1035.58 !� ' 8\ �G 0'36.14 6gX 35.12 57 X GPS \035 x1035.44 1034.97 L 10 `7.18 1034.94 X1035.. X X 39 1037.40 - 1035.12 X1034.50 1036.8,X (/" 1035.20 1035.1 7 X1037 57 'X 103b96 1 34.20 1038.00 IG357.03 1034. 033.82 i 1536--;�p / 1037.96 1036,83 X1034.14 1033.94 1033.95 - - ,- ,. ,_.-._....__...._ .- / l 337.26 X1036.69 I (`\,(,O�XJ I "'�,,,, ., ; 7/ir 1C 3.813 L - 37 43 03749 \I ( I�GP ��PI X1033.62 ~_-x1033.86 1 1033.77 P I X1033.58 . 6 46� J<1033.68 X 1033.61 I 10353.60 T - 7 IQ:559.X 1035.87 74 3.38 10 ,/ X1034 49, j x1033.30 n/ x1033.31 X1033.40 IIx X1033 4 _ 1035.0{$1^. 1033.94 103};Q9 '\v m I 1549 02.0 V: 03319, O C/. 10 2.22 1032.48 1034 36 0'�^_B rOU an 1032.26 .LAKE .__,..__ 10293L4 --q-- 1030.6'3 `- X , LUCY ROA1031.45 102 R62 X \y 1025A X t x 1027.561l o I II x cr (PUBLIC-VARIABLE/.WIDTH ozs.zl �6 W 411.6] 1020.88 �q:.I �(,n (.% io 031.46 10 27.56 7 2928 1030.48 1031.34 I. 18" DIP 19.85 I 118.63 I n/ I 1 I -I- r- -I- A I I 1/ 1/ F 1 I I F- I /\ I \ I / V V I I I I L- / L_ 0 1031.59 1032.21 29.29 X1029.44 1029.42 - / / V L _ 1025.12/ 1032.37 M@9 ..N62 1031.7903 P 1031.70 X1032.12 X 1031.46 1032.14 1031.43 0 15 30 60 SCALE IN FEET LEGAL DESCRIPTION That part of the Southwest Quarter of the Northwest Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, described as follows: Commencing at the southwest corner of said Southwest Quarter of the Northwest Quarter; thence on an assumed bearing of South 88 degrees 03 minutes 48 seconds East along the south line of said Southwest Quarter of the Northwest Quarter a distance of 330.10 feet to the point of beginning; thence North 01 degrees 50 minutes 12 seconds East 331.80 feet to the intersection of the westerly extension of the south line of SHADOW RIDGE; thence South 88 degrees 03 minutes 48 seconds East 408.80 feet along the southerly line of SHADOW RIDGE 3rd ADDITION and SHADOW RIDGE; thence South 01 degrees 21 minutes 04 seconds West 331.81 feet along SHADOW RIDGE and SHADOW RIDGE 2nd ADDITION to the South line of the Southwest Quarter of the Northwest Quarter; thence North 88 degrees 03 minutes 48 seconds West 411.61 to the point of beginning. 1. This survey and the property description shown herein are based upon information found in the commitment for title insurance prepared by Burnet Title, LLC as issuing agent for Old Republic National Title Insurance Company, Commitment no. 15-03973, dated February 16, 2015. 2. The locations of underground utilities are depicted based on information from Gopher State One Call system for a "Boundary Survey locate"'. The information was provided by a combination of available maps, proposed plans or city records and field location's which may not be exact. Verify all utilities critical to construction or design. 3. The orientation of this bearing system is based on the Carver County Coordinate System NAD83. Coordinates are Carver County ground feet, based on the Carver Coordinate System, Southern Zone, NAD83, 1986 (non HARN values). Coordinate values dated September, 2012. 4. All distances are in feet. 5. The area of the above described property is 599,082 square feet or 13.753 acres. 6. Bench Mark 1: TNH approximately 350 feet east of Yosemite Ave on the north side of Lake Lucy Road has an elevation of 1034.15. LEGEND ' i IT 03' GASMAIN Q \ 1031.40 SANITARY SEWER O UNKNOWN MANHOLE >> 11 032.08 Z WATER VALVE. I. 031.16 31.47 E UNDERGROUND ELECTRIC © WATER MANHOLE 130.82 1030.75 1030. OVERHEAD UTILITY $O SANITARY MANHOLE 29.29 X1029.44 1029.42 - / / V L _ 1025.12/ 1032.37 M@9 ..N62 1031.7903 P 1031.70 X1032.12 X 1031.46 1032.14 1031.43 0 15 30 60 SCALE IN FEET LEGAL DESCRIPTION That part of the Southwest Quarter of the Northwest Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, described as follows: Commencing at the southwest corner of said Southwest Quarter of the Northwest Quarter; thence on an assumed bearing of South 88 degrees 03 minutes 48 seconds East along the south line of said Southwest Quarter of the Northwest Quarter a distance of 330.10 feet to the point of beginning; thence North 01 degrees 50 minutes 12 seconds East 331.80 feet to the intersection of the westerly extension of the south line of SHADOW RIDGE; thence South 88 degrees 03 minutes 48 seconds East 408.80 feet along the southerly line of SHADOW RIDGE 3rd ADDITION and SHADOW RIDGE; thence South 01 degrees 21 minutes 04 seconds West 331.81 feet along SHADOW RIDGE and SHADOW RIDGE 2nd ADDITION to the South line of the Southwest Quarter of the Northwest Quarter; thence North 88 degrees 03 minutes 48 seconds West 411.61 to the point of beginning. 1. This survey and the property description shown herein are based upon information found in the commitment for title insurance prepared by Burnet Title, LLC as issuing agent for Old Republic National Title Insurance Company, Commitment no. 15-03973, dated February 16, 2015. 2. The locations of underground utilities are depicted based on information from Gopher State One Call system for a "Boundary Survey locate"'. The information was provided by a combination of available maps, proposed plans or city records and field location's which may not be exact. Verify all utilities critical to construction or design. 3. The orientation of this bearing system is based on the Carver County Coordinate System NAD83. Coordinates are Carver County ground feet, based on the Carver Coordinate System, Southern Zone, NAD83, 1986 (non HARN values). Coordinate values dated September, 2012. 4. All distances are in feet. 5. The area of the above described property is 599,082 square feet or 13.753 acres. 6. Bench Mark 1: TNH approximately 350 feet east of Yosemite Ave on the north side of Lake Lucy Road has an elevation of 1034.15. LEGEND ' i 0_ U0 n N I U0 O N C Q Elf C71 C7 O ro O O LO (n C 0 0 0 C Ln X N / 0 N L D (n O O n i n ti / X 6) 0 C C: 3 0 0 FOUND IRON MIONUMENT G GASMAIN HYDRANT r> SANITARY SEWER O UNKNOWN MANHOLE >> STORM SEWER Z WATER VALVE. I. WATERMAIN E UNDERGROUND ELECTRIC © WATER MANHOLE OU OVERHEAD UTILITY $O SANITARY MANHOLE T UNDERGROUND TELEPHONE ❑ CATCH BASIN -X-X- FENCE © ELECTRIC BOX CONTOUR PER FIELD DATA LIGHT CONCRETE STORM MANHOLE GRAVEL TREE POWER POLE 0 BOLLARD 817.01 X SPOT ELEVATION 4I,. PARKING METER ❑ HAND HOLE 0 GAS VALVE 0_ U0 n N I U0 O N C Q Elf C71 C7 O ro O O LO (n C 0 0 0 C Ln X N / 0 N L D (n O O n i n ti / X 6) 0 C C: 3 0 0 a N I Ln 0 N ci a Q T I EDGE OF WETLAND -� ( � I r f F 11656 I i! Q/2 �ti �� ��1Q8`, ? ; r -t 1528 II l` '`.��GE OF WETLAND % I f + I 160 / f ++. J I I += 29 J1672 + 1659 f 1 1, 07 /+*11 t+ / , t �I II / b558 ,t I 71690' 11504 h +1 1527 1 I I / t' �' C J r t •' i 1670�`�I1V' f y`l 503E I c t f1�657 I X589 I + V I 1 -1652 0 1'68 / 151,1 1526 - 1671 1 t /' #168 EDGE I * E of WETLAND -, t t , � . I � � 684 /7 1651 1� f + 1641 t 11 1512 ....//,� EDGE OF WETLAND% -y ... "+ f,679 f 1685t 1530 I l t r; 14 r 8 3" yZ J ( i 4 r - l l / C I t 1 d G 4 i l / 3 1 r �I 1`683 1 I I i I I53 /' / r t ' t' I t/} REMOVE EXISTING GARAGE -�'1675 '' 1 518`x` 15tH+/ a, 1569 r 1572 IW + 1642/ 570 1 64 /2 / /tf9 ti iL/L/. Ir J/J1523 _. W- 6866 573 1643 { ��t 15/1 164 / // 7/`` 15228 1579.. 1647 - 16. L1_ 1648 1..._ W. ... _. -. +6 1581 +'-16 t 15 k2 4-9 i 16 ��' i152 +-15.. .__ ___ _. _t _. 1.5.6 `� + 0 b y 15;8 3 i - 1"553 I 1587 15771544 t — _ 1555 15.88 _..mm... 645 _ A Y '1G'9 mal fI 1532 _ MOVE EXISTING t:�5 SEPTIC SYSTEM ,. r- °� ` r -' X543 I 1533 1542 k r m 1564 1 86 - 1589 15"50 54 -- `1 1650 "' 11 599 "- _.._. _ _ - w 563"" 1545 169C 11 y V p l I W l 1592' - 1 9&._ _ -' �. 15 r\4 5 PSP. 561 362 r { r �C55 16C- 552 3s, i REMOVE EXISTING AGE 1597 1 534 "6 I r LL H 596 / °:...:;.:,='".•..�.•_jI\ i X _ � ur VENT RETAI o 11.9x 559 58 7eN WALL 536 TORY7 Lu 2-S11560 4: tWOOD -T- _ 1 _ l / REMO E EXISTING HOUSE FRAMED i I i( O i / ! l V 1 t' F� �� PI EXISTING OVERHEAD POWER } REMOVE +.EXISTING PED RAMP AND CAP/PItUG SERVICIE HO S, AND POLE TO BE REMOVED, ,,: , t I ; UTILITIES AT MAINS a " r I i ' l 2 ~` I L- P -I DEVELOPER TO COORDINATE cv REMOVE XIS, BITUMINOUS TRAIL ti ; I REMOVE AND RELOCATE WITH UTILITY PROVIDER AND UMESTONE'RETAINING ,WALLLIME'UONE � GU EXISTING FIRE HYDRANT to� (SEE SHEET 11) I t 1 1 l RETAIL \ .,1 WALL ��.; \`� `_ °U ��� �I ^- /r W7 nx \ ~ VU _.;.q.:..:.:... U oU oU- —. TONE \ .'� OU 1535 o K } — - � 1,54 RErAINmc o .:_...�__-.-.._.___._._ i� oU oU� OU t 1 •''. _ ._ - __..�_ ALL I �� I U o 1 aJ 'if _..-..._._.__. cuou "U FULL DEPTH � r� o ou 11 T — c G G o o SAWCUT TRAIL t f t Ln ....... . r''. 4. -----'--- ................._. ELECTRIC ou ou ti t — a �i T T .. y TELEPHONE FL SANITARY MANHOLE -b- EXISTING HYDRANT EXISTING - 6 EXISTING POWER POLE GUTTER — — GT— ,LAKE LUCY ROAD , iI r-' - r'p 18 DIP f 0 01 -EXISTING OVERHEAD POWER TO BE RELOCATED OR MOVED UNDERGROUND, DEVELOPER TO COORDINATE WITH UTILITY ou o ou ou SAWCUT TRAIL WATERMAIN —G—G— EXISTING ....... . r''. 4. .............. _._: ��.::::...:. ................._. ELECTRIC ou ou ,:= OVERHEAD UTILITIES T T .. y TELEPHONE EXISTING SANITARY MANHOLE -b- EXISTING HYDRANT EXISTING GATE VALVE �i EXISTING POWER POLE GUTTER — — — — REMOVE EXISTING CURB & EXISTING TELEPHONE BOX (�j EXISTING CURB & GUTTER TO REMAIN CURB & GUTTER TO BE REMOVED CONCRETE REMOVAL BITUMINOUS REMOVAL a Q I Q ROVIDER 1 FULL DEPTH SAWCUT 1' FROM LEGEND: OTREE TO REMAIN ® TREE TO BE REMOVED (REFER TO TREE INVENTORY AND PRESERVATION PLAN, SHEET 13) REMOVAL NOTES: 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2. NOTIFY GOPHER STATE ONE CALL 48 HOURS PRIOR TO START OF CONSTRUCTION. 3. PRIOR TO STARTING CONSTRUCTION, ALL PERIMETER EROSION CONTROL DEVICES MUST BE INSTALLED IN ACCORDANCE WITH GRADING & EROSION CONTROL PLAN, MINNEHAHA CREEK WATERSHED DISTRICT AND THE CITY OF CHANNHASSEN, SEE SHEET 8 FOR DETAILS. 4. REMOVAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY LOCATING AND PROTECTING ALL UTILITY LINES PRIOR TO DIGGING AND DEMOLITION. OWNER AND ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR PUBLIC OR PRIVATE UTILITY LOCATIONS. 5. REMOVAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL EXISTING STRUCTURE N S AND OBJECTS THAT INTERFERE WITH THE PROPOSED CONSTRUCTION AS SHOWN IN THIS DRAWING PACKAGE. MATERIALS SALVAGED FOR REUSE ON-SITE SHALL NOT BE STORED ON ANY PUBLIC RIGHT OF WAY. 6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS UIREMENTS AND STANDARDS OF THE CITY OF CHANNHASSEN. 7. ALL WORK WITHIN THE PUBLIC R.O.W. STALL COMPLY WITH THE CITY OF CHANNHASSEN ENGINEERING DESIGN STANDARDS. 8. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES, SUCH AS EXISTING GUTTER GRADES AT THE PROPOSED DRIVEWAYS CONNECTIONS, PRIOR TO THE START OF SITE WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OF VARIATIONS FROM THE PLANS. 9. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH MN MUTCD AND/ OR MNDOT TEMOPORARY TRAFFIC CONTROL ZONE LAYOUTS MANUAL, DURING ANY WORK WITHIN PUBLIC R.O.W.. 10. CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE TO PREVENT AND ELIMINATE ANY DUST NUISANCE OCCASIONED BY AND DURING CONSTRUCTION, UNTIL THE PROJECT HAS BEEN COMPLETED. 11. CONTRACTOR SHALL PROTECT ADJOINING PROPERTIES AND STRUCTURES FROM HAZARDS ASSOCIATED WITH HIS CONSTRUCTION ACTIVITIES AND SHALL BE RESPONSIBLE FOR ALL DAMAGES TO PROPERTIES AND STRUCTURES THAT OCCUR AS A RESULT OF THESE ACTIVITIES. 12. CONTRACTOR SHALL NOT IMPEDE EXISTING TRAFFIC CIRCULATION TO ADJACENT BUSINESSES. 13. ANY DAMAGED PUBLIC R.O.W. PAVEMENT AND CURBING SHALL BE REPLACED WITH THE EQUIVALENT PAVEMENT SECTION. 14. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF THE EXISTING BITUMINOUS. BITUMINOUS SHALL BE SAWCUT OR JACK HAMMERED FOR STRAIGHT EDGES. "TACK SHALL BE USED ON BITUMINOUS EDGE PRIOR TO PATCHING. MATCH EXISTING X STING GRADES. 15. CONTRACTOR SHALL COORDINATE PRIVATE/PUBLIC UTILITIES RELOCATES, SUCH AS TRAFFIC SIGNAL HANDHOLES, AND WIRING , ETC. GENERAL NOTES: 1. ALL DIMENSIONS, GRADES, EXISTING AND PROPOSED INFORMATION SHOWN ON THE PLANS SHALL BE FIELD VERIFIED R IED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO INFORMATION SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 2. PROTECT EXISTING CONCRETE SIDEWALKS AND CURBING AND BITUMINOUS TRAILS DURING ALL PHASES OF CONSTRUCTION. CONTRACTOR TO REPLACE ANY CRACKED OR BROKEN CONCRETE PANELS OR DAMAGED BITUMINOUS PAVEMENTS CAUSED BY SITE CONSTRUCTION. 3. CONTRACTOR SHALL PERFORM SWEEPING ON PUBLIC STREETS AT LEAST ONCE A WEEK, ONCE A DAY IF NEEDED. W 4. CONTRACTOR SHALL PROVIDE TEMPORARY STREET SIGNS LIGHTING AND EXISTING LIP OF CURB AND REPLACE PAVEMENT , �Y ` ADDRESSES DURING CONSTRUCTION PERIOD. FOR WATER SERVICE CONNECTION 11 5. ALL (CONSTRUCTION AND POST CONSTRUCTION PARKING SHALL BE N I (SEE SHEET 11) i ON-SITE, NO ON -STREET PARKING/LOADING/UNLOADING ALLOWED. 6. ALL (PUBLIC SIDEWALKS AND TRAILS SHALL NOT BE OBSTRUCTED. A l /\ /\ I i r- 1 I 7. STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT OF WAY. / 8. CONTRACTOR TO PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MnDOT "TEMPORARY TRAFFIC ZONE LAYOUTS - FIELD MANUAL DATED JANUARY 2014, FOR CONSTRUCTION WITHIN PUBLIC RIGHT OF 0 15 30 60 WAY. SCALE IN FEET ------------------ / _. , ....._ __.._...... __ I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE SPECIFICATION, OR REPORT WAS DESIGNED: MPR 6-5-15 CITY SUBMITTAL PREPARED ME OR UNDER MY GLACCUM HIGHLANDS 6� !� 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT i DRAWN: PLN 6-16-15 CITY COMMENTS PRAM A OFESSIONAL LICENSED 8-14-15 CITY SUBMITTAL Minneapolis, MN 55415 PROFFESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 . _ THE LAWS O F THE STATE OF 15250 WAYZATA BOULEVARD 612.758.3080 MAIN MINNESOTA CONSTRUCTION DOCUMENTS ?/L�%✓r REMOVALS PLAN 612.758.3099 FAx SUITE 1011 1 MARK RAUSCH, PE QA/QC REVIEW WAYZATA, MN 55391 ` ` T www.alliant-inc.com 8-14-15 43480FINAL ('LAT SUBMITTAL SHEET 5 OF 15 PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE EXISTING PROPERTY LINE EXISTING WATERMAIN —G—G— EXISTING GAS LINE —E—E— EXISTING ELECTRIC ou ou EXISTING OVERHEAD UTILITIES T T EXISTING TELEPHONE EXISTING SANITARY MANHOLE -b- EXISTING HYDRANT EXISTING GATE VALVE �i EXISTING POWER POLE © EXISTING CABLE BOX EXISTING TELEPHONE BOX _-- = EXISTING CURB & GUTTER TO REMAIN CURB & GUTTER TO BE REMOVED CONCRETE REMOVAL BITUMINOUS REMOVAL a OTREE TO REMAIN ® TREE TO BE REMOVED (REFER TO TREE INVENTORY AND PRESERVATION PLAN, SHEET 13) REMOVAL NOTES: 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2. NOTIFY GOPHER STATE ONE CALL 48 HOURS PRIOR TO START OF CONSTRUCTION. 3. PRIOR TO STARTING CONSTRUCTION, ALL PERIMETER EROSION CONTROL DEVICES MUST BE INSTALLED IN ACCORDANCE WITH GRADING & EROSION CONTROL PLAN, MINNEHAHA CREEK WATERSHED DISTRICT AND THE CITY OF CHANNHASSEN, SEE SHEET 8 FOR DETAILS. 4. REMOVAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY LOCATING AND PROTECTING ALL UTILITY LINES PRIOR TO DIGGING AND DEMOLITION. OWNER AND ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR PUBLIC OR PRIVATE UTILITY LOCATIONS. 5. REMOVAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL EXISTING STRUCTURE N S AND OBJECTS THAT INTERFERE WITH THE PROPOSED CONSTRUCTION AS SHOWN IN THIS DRAWING PACKAGE. MATERIALS SALVAGED FOR REUSE ON-SITE SHALL NOT BE STORED ON ANY PUBLIC RIGHT OF WAY. 6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS UIREMENTS AND STANDARDS OF THE CITY OF CHANNHASSEN. 7. ALL WORK WITHIN THE PUBLIC R.O.W. STALL COMPLY WITH THE CITY OF CHANNHASSEN ENGINEERING DESIGN STANDARDS. 8. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES, SUCH AS EXISTING GUTTER GRADES AT THE PROPOSED DRIVEWAYS CONNECTIONS, PRIOR TO THE START OF SITE WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OF VARIATIONS FROM THE PLANS. 9. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH MN MUTCD AND/ OR MNDOT TEMOPORARY TRAFFIC CONTROL ZONE LAYOUTS MANUAL, DURING ANY WORK WITHIN PUBLIC R.O.W.. 10. CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE TO PREVENT AND ELIMINATE ANY DUST NUISANCE OCCASIONED BY AND DURING CONSTRUCTION, UNTIL THE PROJECT HAS BEEN COMPLETED. 11. CONTRACTOR SHALL PROTECT ADJOINING PROPERTIES AND STRUCTURES FROM HAZARDS ASSOCIATED WITH HIS CONSTRUCTION ACTIVITIES AND SHALL BE RESPONSIBLE FOR ALL DAMAGES TO PROPERTIES AND STRUCTURES THAT OCCUR AS A RESULT OF THESE ACTIVITIES. 12. CONTRACTOR SHALL NOT IMPEDE EXISTING TRAFFIC CIRCULATION TO ADJACENT BUSINESSES. 13. ANY DAMAGED PUBLIC R.O.W. PAVEMENT AND CURBING SHALL BE REPLACED WITH THE EQUIVALENT PAVEMENT SECTION. 14. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF THE EXISTING BITUMINOUS. BITUMINOUS SHALL BE SAWCUT OR JACK HAMMERED FOR STRAIGHT EDGES. "TACK SHALL BE USED ON BITUMINOUS EDGE PRIOR TO PATCHING. MATCH EXISTING X STING GRADES. 15. CONTRACTOR SHALL COORDINATE PRIVATE/PUBLIC UTILITIES RELOCATES, SUCH AS TRAFFIC SIGNAL HANDHOLES, AND WIRING , ETC. GENERAL NOTES: 1. ALL DIMENSIONS, GRADES, EXISTING AND PROPOSED INFORMATION SHOWN ON THE PLANS SHALL BE FIELD VERIFIED R IED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO INFORMATION SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 2. PROTECT EXISTING CONCRETE SIDEWALKS AND CURBING AND BITUMINOUS TRAILS DURING ALL PHASES OF CONSTRUCTION. CONTRACTOR TO REPLACE ANY CRACKED OR BROKEN CONCRETE PANELS OR DAMAGED BITUMINOUS PAVEMENTS CAUSED BY SITE CONSTRUCTION. 3. CONTRACTOR SHALL PERFORM SWEEPING ON PUBLIC STREETS AT LEAST ONCE A WEEK, ONCE A DAY IF NEEDED. W 4. CONTRACTOR SHALL PROVIDE TEMPORARY STREET SIGNS LIGHTING AND EXISTING LIP OF CURB AND REPLACE PAVEMENT , �Y ` ADDRESSES DURING CONSTRUCTION PERIOD. FOR WATER SERVICE CONNECTION 11 5. ALL (CONSTRUCTION AND POST CONSTRUCTION PARKING SHALL BE N I (SEE SHEET 11) i ON-SITE, NO ON -STREET PARKING/LOADING/UNLOADING ALLOWED. 6. ALL (PUBLIC SIDEWALKS AND TRAILS SHALL NOT BE OBSTRUCTED. A l /\ /\ I i r- 1 I 7. STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT OF WAY. / 8. CONTRACTOR TO PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MnDOT "TEMPORARY TRAFFIC ZONE LAYOUTS - FIELD MANUAL DATED JANUARY 2014, FOR CONSTRUCTION WITHIN PUBLIC RIGHT OF 0 15 30 60 WAY. SCALE IN FEET ------------------ / _. , ....._ __.._...... __ I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE SPECIFICATION, OR REPORT WAS DESIGNED: MPR 6-5-15 CITY SUBMITTAL PREPARED ME OR UNDER MY GLACCUM HIGHLANDS 6� !� 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT i DRAWN: PLN 6-16-15 CITY COMMENTS PRAM A OFESSIONAL LICENSED 8-14-15 CITY SUBMITTAL Minneapolis, MN 55415 PROFFESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 . _ THE LAWS O F THE STATE OF 15250 WAYZATA BOULEVARD 612.758.3080 MAIN MINNESOTA CONSTRUCTION DOCUMENTS ?/L�%✓r REMOVALS PLAN 612.758.3099 FAx SUITE 1011 1 MARK RAUSCH, PE QA/QC REVIEW WAYZATA, MN 55391 ` ` T www.alliant-inc.com 8-14-15 43480FINAL ('LAT SUBMITTAL SHEET 5 OF 15 PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE 0 N I Ln 0 N 0 Lj Q 0 3 U 0 rn 0 0 On 0 0- 0 s= ul LL i a U c C 0 i c r� 0 0 Ln i Ln 0 N X 0 c 0 s= .3 0 0 EXISTING STREET LIGHT ON POWER POLE J Lu Q CW G Lu N 0 RECONSTRUCT PED RAMP PER CITY DETAIL (ADA) 33' --EDGE OF WETLAND I I I r —EDGE OF WETLAND EDGE OF WETLAND / V 4V CONSERVATION EASEMENT MONUMENT (TYP) WETLAND— � I OUTLOT A EDGE OF WETLAND / BOULDER RETAINING I =. 7 / I WALL (TYP) / Im 55 n i 3 rI 90.25' NOTE: FOOTPRINT MAY CHANGE AND WALLS WILL BE -BUILT TO ACCOMMODATE I � I I vvv vvv go•.II I ti BUILDING PAD (TYP) I I RECONSTRUCT WITH 5' BOULEVARD TO LAKE LUCY ROAD � \ I / � I SURMOUNTABLE C&G 1 C 845.5' X 1 1I N , \W W /o o I'll `)/05/ �t�o / / -L 0 PED RAMP B618 C&G "RETURNS" cc STOP SIGN AND 1 STREET NAME SIGN ON SAME POLE INSTALL STREET LIGHT MATCH "LANTERN STYLE" STA: 2+19.19, 44.151 ACCESS EASEMENT MATCH EXISTING TRAIL i 10' BITUMINOUS TRAIL SITE PLAN DATA GROSS AREA 3.125 ACRES WETLAND AREA 0.444 ACRES (EXCLUDES 0.006 ACRES WITHIN YOSEMITE AVE R/W) WETLAND BUFFER (20' WIDE) (AREA INCLUDED IN CONSERVATION EASEMENT) CONSERVATION EASEMENT AREA 0.467 ACRES YOSEMITE AVE & LAKE LUCY RD R/W DEDICATION 0.599 ACRES NET BUILDABLE AREA 1.615 ACRES PROPOSED DWELLING UNITS 4 NET DENSITY 2.48 UNITS/NET ACRE EXISTING ZONING RR - RURAL RESIDENTIAL DISTRICT PROPOSED ZONING RSF - SINGLE FAMILY RESIDENTIAL DISTRICT EXISTING LAND USE RESIDENTIAL LOW DENSITY PROPOSED LAND USE RESIDENTIAL LOW DENSITY PROPOSED MINIMUM LOT WIDTH AT FRONT SETBACK 90 FT (CUL-DE-SAC LOTS) PROPOSED MINIMUM LOT WIDTH AT RIGHT OF WAY 100 FT (STANDARD LOTS) WETLAND BUFFER DATA WETLAND BUFFERS AND SETBACK REQUIREMENTS MANAGE 2 REQUIREMENT CLASS. MIN. BUFFER = 20' BUFFER SETBACK = 30' PROVIDED WETLAND BUFFER CALCULATION LINEAL FRONTAGE WETLAND =285 FT REQUIRED BUFFER AREA (20' WIDTH) =5,700 SF PROVIDED BUFFER AREA (20.95'AVG) =5,971 SF 0 o/ ---------— 5 30' FRONT SETBACK LINE 5 II BLOCK I II W Iz_I !z �+ I 10Y FRONT REAR IN I 1 I I i 2 5,024 0I of 16,068 ---01 30 I 1 SETBACK LINE 1 51 b L------------ I I 1 4 z 30 TYPICAL LOT DETAIL * SIDE SETBACKS, SEE TYPICAL LOT DETAIL ** 25% MAXIMUM IMPERVIOUS/LOT PER CITY OF CHANHASSED DEVELOPMENT REGULATIONS *** LOT 2 HAS A 60' WIDE PAD 7' ADDITIONAL RIGHT OF WAY PROVIDED z � 33' 0 110 SANITARY SEWER EASEMENT o i� + " 40' RIGHT OF WAY DEDICATION LO t LAKE LUCY ROAD 10' BITUMINOUS TRAIL RECONSTRUCT WITH 5' BOULEVARD TO LAKE LUCY ROAD � \ I / � I SURMOUNTABLE C&G 1 C 845.5' X 1 1I N , \W W /o o I'll `)/05/ �t�o / / -L 0 PED RAMP B618 C&G "RETURNS" cc STOP SIGN AND 1 STREET NAME SIGN ON SAME POLE INSTALL STREET LIGHT MATCH "LANTERN STYLE" STA: 2+19.19, 44.151 ACCESS EASEMENT MATCH EXISTING TRAIL i 10' BITUMINOUS TRAIL SITE PLAN DATA GROSS AREA 3.125 ACRES WETLAND AREA 0.444 ACRES (EXCLUDES 0.006 ACRES WITHIN YOSEMITE AVE R/W) WETLAND BUFFER (20' WIDE) (AREA INCLUDED IN CONSERVATION EASEMENT) CONSERVATION EASEMENT AREA 0.467 ACRES YOSEMITE AVE & LAKE LUCY RD R/W DEDICATION 0.599 ACRES NET BUILDABLE AREA 1.615 ACRES PROPOSED DWELLING UNITS 4 NET DENSITY 2.48 UNITS/NET ACRE EXISTING ZONING RR - RURAL RESIDENTIAL DISTRICT PROPOSED ZONING RSF - SINGLE FAMILY RESIDENTIAL DISTRICT EXISTING LAND USE RESIDENTIAL LOW DENSITY PROPOSED LAND USE RESIDENTIAL LOW DENSITY PROPOSED MINIMUM LOT WIDTH AT FRONT SETBACK 90 FT (CUL-DE-SAC LOTS) PROPOSED MINIMUM LOT WIDTH AT RIGHT OF WAY 100 FT (STANDARD LOTS) WETLAND BUFFER DATA WETLAND BUFFERS AND SETBACK REQUIREMENTS MANAGE 2 REQUIREMENT CLASS. MIN. BUFFER = 20' BUFFER SETBACK = 30' PROVIDED WETLAND BUFFER CALCULATION LINEAL FRONTAGE WETLAND =285 FT REQUIRED BUFFER AREA (20' WIDTH) =5,700 SF PROVIDED BUFFER AREA (20.95'AVG) =5,971 SF 0 o/ ---------— 5 30' FRONT SETBACK LINE 5 II BLOCK I II W Iz_I !z �+ I 10Y FRONT REAR IN I 1 20,096 cn Io 10 DO 5,024 0I of 16,068 ---01 30 I 1 30' REAR SETBACK LINE 1 51 15 L------------ 5,424 1 1 4 1 21,696 30 TYPICAL LOT DETAIL NOT TO SCALE LEGEND: EASEMENT LINE BUILDING SETBACK PROPERTY LINE EMENT F - FULL BASEMENT L - LOOKOUT W - WALKOUT DENOTES PAD AREA DENOTES TYPICAL DRAINAGE AND UTILITY EASEMENTS UNLESS OTHERWISE SHOWN ON THE PLAN. LOT DATA TABLE 70' WIDE PAD, TYPICAL *** AREA SETBACKS * ALLOWABLE ** BLOCK LOT (SF) -------- IMPERVIOUS FRONT REAR (SF) 1 1 20,096 30 1 30 5,024 1 2 16,068 30 30 4,017 1 3 21,697 30 30 5,424 1 1 4 1 21,696 30 30 5,424 * SIDE SETBACKS, SEE TYPICAL LOT DETAIL ** 25% MAXIMUM IMPERVIOUS/LOT PER CITY OF CHANHASSED DEVELOPMENT REGULATIONS *** LOT 2 HAS A 60' WIDE PAD uj STA: 1+32.89 LOT LINE ROW NEXISTING STREET LIGHT — -WE- —WL— WETLAND DELINEATION "LANTERN STYLE" - - - - - - - - - - WETLAND BUFFER I - - WETLAND BUFFER SETBACK 0 CONSERVATION EASEMENT MONUMENT WETLAND BUFFER STRIP / CONSERVATION EASEMENT 0 15 30 60 SCALE IN FEET / i I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE a SPECIFICATION, OR REPORT WAS DESIGNED: MPR (i PREPARED ;BY ME OR UNDER MY 6-5-15 CITY SUBMITTAL 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: PLN 6-16-15 CITY COMMENTHIGHLANDS AM A DULY' LICENSED8-14-15 CITY SUBMITTAL i• , ! PROJECT NO: 215-0030 < Minneapolis, MN 55415 PROFESSIONAL ENGINEER UNDER 6 THE LAWS OF THE STATE OF - 612.758.3080 MAI MINNESOTA CONSTRUCTION DOCUMENTS SITE, LIGHTING, AND SIGNAGE PLAN 612.758.3099 FAx 15250 WAYZATA BOULEVARD ✓I/Ii�.✓r .SUITE 101MARK RAUSCH, PE QA/QC REVIEW WAYZATA, MN 55391 A ` A N T www.alliant-inc.com 8-14-15 43480 FINAL PLAT SUBMITTAL SHEET 6 of 15 PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE i xEOF ,,1012.5 DRAIN IDE ,-' INSTALLED DURI1 ULTIMATE-, WETLAND- HOME CONSTRUCTII OVERFLOW E SZ y f N j Ln I 195' OF 4" DRAINTILE IE: 1018.6 N i 1 i t f' I � � Q r NOTE: ALL TREE PROTECTION AND/OR SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING ACTIVITIES z % >� �;� �� - �< GRADING LEGEND: s GARAGE FLOOR ELEVATION RETAINING WALL W HOUSE TYPE LOWEST FLOOR ELEVATION ■ • PROPOSED CATCH BASINS F 950.3 L/ ->—>—> > PROPOSED STORM SEWER i xEOF ,,1012.5 DRAIN IDE ,-' INSTALLED DURI1 ULTIMATE-, WETLAND- HOME CONSTRUCTII OVERFLOW E SZ y f N j Ln I 195' OF 4" DRAINTILE IE: 1018.6 N i 1 i t f' I � � Q r NOTE: ALL TREE PROTECTION AND/OR SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING ACTIVITIES -SAMPLE FUTURE FOOTPRINT TYP. i - TW 1036.5 BW 1030.5 .39FX 3aEX TW 1035, BW 1030 66EX TW 1034 BW 1034 r 1 I HEREBY CERTIFY THAT THIS PLAN, j f SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY £ ' 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT S _ AM A DULY LICENSED 'I Minneapolis, MN 55415 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF 612.758.3080 MAIN MINNESOTA 15250 WAYZATA BOULEVARD/7/1�.•✓� 612.758.3099 FAx SUITE 101 ALL 1 A N T www.alliant-inc.com MARK RAUSCH, PE WAYZATA, MN 55391 8-I4-15 43480 PHONE (612) 990-0666 1 E N G I N E E R I N G I DATE LICENSE NO PROJECT TEAM DESIGNED: MPR DRAWN: PLN PROJECT NO: 215-0030 QA/QC REVIEW BY DATE DATE ISSUE DATE ISSUE 6-5-I5 CITY SUBMITTAL 6-16-15 CITY COMMENTS 8-14-15 1 CITY SUBMITTAL GRADING NOTES: PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2. REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATION, DESCRIPTIONS, NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. 3. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00%. 4. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF—SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. 5. NOTIFY GOPHER STATE ONE CALL, AT (800) 252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. 6. ALL IMPROVEMENTS TO CONFORM WITH CITY OF CHANHASSEN CONSTRUCTION STANDARDS SPECIFICATION, LATEST EDITION. 7. ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 8. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 9. STRIP TOPSOIL IN ALL DISTURBED AREAS PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. 10. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4" TOPSOIL. 11. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERINIG PLANS WITH ALL SUBCONTRACTORS TO VERIFY NPDES REQUIREMENTS. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD CONSULT WITH EROSION CONTROL INSPECTOR AND ENGINEER TO DETERMINE APPROPRIATE METHOD. 12. CONSERVATION EASEMENTS MONUMENT SIGNS SHALL BE INSTALLED AT EACH POINT WHERE A LOT LINE INTERSECTS WITH THE EASEMENT AND OTHER KEY LOCATIONS PER PLAN. RETAINING WALL NOTES: 1. BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS GREATER THAN 4 FEET IN HEIGHT AND THOSE WALLS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. ALL WALLS OVER 6' IN HEIGHT SHALL NOT BE BOULDER WALLS. 3. RETAINING WALLS WILL BE OWNED & MAINTAINED BY INDIVIDUAL PROPERTY OWNERS. 4, TIERED WALLS WITH A COMBINED TOTAL HEIGHT GREATER THAN 6' MUST HAVE ADEQUATE SPACING SO THAT EACH TIER DOES NOT STRUCTURALLY IMPACT ANOTHER TIER. 5. VEGETATION BETWEEN TIERED WALLS SHALL BE LOW OR NO MAINTENANCE. 6. 3' SAFETY RAILING IS REQUIRED ATOP ALL WALLS 4' TALL OR HIGHER. 7. RETAINING WALLS MUST BE LOCATED OUTSIDE OF CONSERVATION EASEMENT. 8. ALL RETAINING WALLS SHALL BE ROUGH GRADED AT A. 2:1 SLOPE WITH BASE OF PREP. SLOPE AT PROPOSED WALL FACE. 9. THE RETAINING WALL SLOPE AREAS ARE TO BE MAINTAINED UNTIL RETAINING WALL CONSTRUCTION OCCURS. ANY EROSION SHALL BE REMEDIED AND RESTORED. npvpi nppR• ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD, SUITE 101 WAYZATA, MN 55391 GLACCUM HIGHLANDS CONSTRUCTION DOCUMENTS FINAL PLAT SUBMITTAL GRADING AND DRAINAGE PLAN SHEET 7 of 15 z % >� �;� �� - �< GRADING LEGEND: i GARAGE FLOOR ELEVATION RETAINING WALL W HOUSE TYPE LOWEST FLOOR ELEVATION ■ • PROPOSED CATCH BASINS F 950.3 L/ ->—>—> > PROPOSED STORM SEWER t . t 957.6 R0 D REAR ELEVATION __________- ENT PROPOSED EASEMENT - /' �� ---- "-= -- EXISTING CONTOUR PROPERTY LINE t r, r 789 PROPOSED CONTOUR - — — - SETBACK LINE r I r LOT LINE I X � � � `' PROPOSED SPOT ELEVATION RIGHT-OF-WAY '�• ., ,� \ „" „� '� _ `L x62.44 960'A ■�������v�■ TREE PROTECTION LIMITS O 6 � � TW XXX TOP OF WALL ELEVATION BW XXX BOTTOM OF WALL ELEVATION 0 CONSERVATION EASEMENT MONUMENT DIRECTION OF DRAINAGE O EXISTING TREE TO REMAIN r --2.00% CONSERVATION EASEMENT 'W WALK OUT HOUSE STYLE / t EMERGENCY OVERFLOW ROUTING N -. .- �, rd �' 1". -SAMPLE FUTURE FOOTPRINT TYP. i - TW 1036.5 BW 1030.5 .39FX 3aEX TW 1035, BW 1030 66EX TW 1034 BW 1034 r 1 I HEREBY CERTIFY THAT THIS PLAN, j f SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY £ ' 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT S _ AM A DULY LICENSED 'I Minneapolis, MN 55415 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF 612.758.3080 MAIN MINNESOTA 15250 WAYZATA BOULEVARD/7/1�.•✓� 612.758.3099 FAx SUITE 101 ALL 1 A N T www.alliant-inc.com MARK RAUSCH, PE WAYZATA, MN 55391 8-I4-15 43480 PHONE (612) 990-0666 1 E N G I N E E R I N G I DATE LICENSE NO PROJECT TEAM DESIGNED: MPR DRAWN: PLN PROJECT NO: 215-0030 QA/QC REVIEW BY DATE DATE ISSUE DATE ISSUE 6-5-I5 CITY SUBMITTAL 6-16-15 CITY COMMENTS 8-14-15 1 CITY SUBMITTAL GRADING NOTES: PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2. REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATION, DESCRIPTIONS, NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. 3. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00%. 4. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF—SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. 5. NOTIFY GOPHER STATE ONE CALL, AT (800) 252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. 6. ALL IMPROVEMENTS TO CONFORM WITH CITY OF CHANHASSEN CONSTRUCTION STANDARDS SPECIFICATION, LATEST EDITION. 7. ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 8. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 9. STRIP TOPSOIL IN ALL DISTURBED AREAS PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. 10. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4" TOPSOIL. 11. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERINIG PLANS WITH ALL SUBCONTRACTORS TO VERIFY NPDES REQUIREMENTS. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD CONSULT WITH EROSION CONTROL INSPECTOR AND ENGINEER TO DETERMINE APPROPRIATE METHOD. 12. CONSERVATION EASEMENTS MONUMENT SIGNS SHALL BE INSTALLED AT EACH POINT WHERE A LOT LINE INTERSECTS WITH THE EASEMENT AND OTHER KEY LOCATIONS PER PLAN. RETAINING WALL NOTES: 1. BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS GREATER THAN 4 FEET IN HEIGHT AND THOSE WALLS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. ALL WALLS OVER 6' IN HEIGHT SHALL NOT BE BOULDER WALLS. 3. RETAINING WALLS WILL BE OWNED & MAINTAINED BY INDIVIDUAL PROPERTY OWNERS. 4, TIERED WALLS WITH A COMBINED TOTAL HEIGHT GREATER THAN 6' MUST HAVE ADEQUATE SPACING SO THAT EACH TIER DOES NOT STRUCTURALLY IMPACT ANOTHER TIER. 5. VEGETATION BETWEEN TIERED WALLS SHALL BE LOW OR NO MAINTENANCE. 6. 3' SAFETY RAILING IS REQUIRED ATOP ALL WALLS 4' TALL OR HIGHER. 7. RETAINING WALLS MUST BE LOCATED OUTSIDE OF CONSERVATION EASEMENT. 8. ALL RETAINING WALLS SHALL BE ROUGH GRADED AT A. 2:1 SLOPE WITH BASE OF PREP. SLOPE AT PROPOSED WALL FACE. 9. THE RETAINING WALL SLOPE AREAS ARE TO BE MAINTAINED UNTIL RETAINING WALL CONSTRUCTION OCCURS. ANY EROSION SHALL BE REMEDIED AND RESTORED. npvpi nppR• ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD, SUITE 101 WAYZATA, MN 55391 GLACCUM HIGHLANDS CONSTRUCTION DOCUMENTS FINAL PLAT SUBMITTAL GRADING AND DRAINAGE PLAN SHEET 7 of 15 Et. DjGE OF WETLAND - �_......t /// I I 1If r ! "LANDLOCKED„ t I 1 WETLAND COMPLEX ( 6�- + 674 d 1528 �1 I 1656 .n_6 -4&E OF WETLAND Z9 WEt _ _._..., TLAND t _ S. DISCHARGE 1 59 1: POINT // e a F 0 II /k f ',o ji' r+ 160OUTLOT A 1� �-!!w SLT� FENCE )r _. I -1652 Y' J I i' DN D EDGE 0 WETLAND ��i L \ ✓ ,J I I� I I i� EDGE OF WETLAND I r r ft 15 A JtJ -- ° 1 569 1572 J 1567, ♦ 570" f t / !,`r f f I i i _. l r SILT � Jf II E ♦ 15 �..,,. 3 � - +' a r" i � ,,% SF / r al p .a 115 � i) 5 ••,- ...a ..... ..«.... ......-,-- � � �`5�e l % / J p FENCE w� i P J ' i ------ - / r ; >,. � �( ,T,_ .-.. , ,,... -__ -._ _... _. ..._.. , __ __. -_ --. ., - r• l t �r �' ! 1 J � t1 t I . F 1 i 5 I f JI _. rs r I rSILT ;FENCE /;'' fJ III I ," INLET PRO _. I i+ t1 ,� .� I (TYP.) ,r � r 1599 r! s , t If Lu _ F � L. , 4)4 j _ - I / _ 1 I r t w1 I r_ -� __ � ��� I J t ; > w r i r o 1 ,,`^ O � 1 s I SILT FENCE ck ,4 Q- G ,\, _ _ . _ PRf .� SF .. ,.PRE,:.. i o / -, -" - PREY .�....� PR :, •,._. gF.-: o _ l j t r „_„ � w•- i SE .� 7 I LAKE LUCK' ROAD ¢, E , •.xPRE� a 1 r - _ _ -:v- _ ROCK CONSTRUCTION ENTRANCE,, - - _ O \ .. "ti .,........:::. _ I'I ,I i•.✓ �' - , ... _ I.._ >..... _ .,.....,,. .(.... Kms_........ -.;�, � ,. y... _...... _..._:.-.... _... .-_... ._ r; PROJECT LOCATION 't l 1 �< ` Q 1&34- r x a y a I --- _. tea. a - g i \ R �� t t// f rr . u it x.,,a,.. : ag»n'a'�a�'A'., z' .,,. Y L` L '\ $, - 1f if �" RR 1 1 ' 'r t' � � .- O-N. ! Ln C�>� 4 �o.d 5W ti � y�\`V ,�`N � �% �ffi,�,€ b s,,, 4 3,� ( �,v a s � l _1 1 `, A t I A - ` _- - i - , ! IS N 0 6 0 0 � .✓'". S ��e d'nz � e ; . ; i ` \ 1 � � � � �' f �� 1 / I I `` r t k , a sake An � 1 �� 1 � `` \ \ \ `,, \ `,, `r`'2 ,,. { _ ..._ f' r / _.. ✓ IN CHANHASSEN 22,952 /f 0'~ „).5' x 30 60 .,- _ I � � � r r �...... ,.._ ._,. M ; r' VICINITY MAP SCALE" " IN FLET NOT TO SCALE r.-- 1 I HEREBY CERTIFY THAT THIS PLAN ACTIVE SWPPP LEGEND / SCHEDULE CONSTRUCTION SEQUENCE APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MULCH BERM 5. TOPSOIL RESPREAD VOLUME (6" THICKNESS) 1,352 CY 6. EROSION CONTROL BLANKET 1,917 SY FIBER ROLLS / MULCH SOCKS SILT FENCE TEMPORARY MULCH COVER TEMPORARY HYDROMULCH EROSION CONTROL BLANKET ROCK DRIVEWAY / ROCK PADS INLET PROTECTION DEVICES PAVEMENT (DRIVEWAY/ROADS) SOD STOCKPILES NOTE: CONTRACTOR, GENERAL CONTRACTOR OR SWPPP INSPECTOR TO COMPLETE TABLE AS GRADING PROGRESSES CONSTRUCTION SEQUENCING: MASS GRADING PHASE (EDC: 1, INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. INSTALL THE PRE -GRADING SILT FENCES AND INLET PROTECTION BMPs ON THE SITE. 4. CONSTRUCT ALL PRE -GRADING EROSION AND SEDIMENTATION CONTROL BMPs. 5. COMPLETE MASS GRADING AND INSTALL TEMPORARY AND PERMANENT SEEDING AND PLANTING. 6. CONSTRUCT POST -GRADING SILT FENCE ON THE SITE. STREET & UTILITY PHASE (CITY 1. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 2. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 3. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 4. PREPARE SITE FOR PAVING. 5. PAVE SITE. 6. INSTALL INLET PROTECTION DEVICES. 7. INSTALL POST STREET AND UTILITY SILT FENCE. 8. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT SWPPP BMP QUANTITIES (PER PLAN 1. STANDARD SILT FENCE 1,519 LF 2. INLET PROTECTION 3 EA 3. SEED/SOD POST GRADING AREA 2,02 AC 4. TOPSOIL RESPREAD AREA 1.68 AC 5. TOPSOIL RESPREAD VOLUME (6" THICKNESS) 1,352 CY 6. EROSION CONTROL BLANKET 1,917 SY NOTE TO CONTRACTOR: GRADING CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL EROSION AN THE MASS G D SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) AS SHOWN IN THE RAHR PRESERVE MASS GRADING SWPPP (EXCEPT FOR POST GRADE BMPS NEEDED AFTER UTILITY CONSTRUCTION ACTIVITY). THE BMPS ARE TO BE INSTALLED AT A MINIMUM AS SHOWN IN THE PLAN„ IF CONDITIONS ARISE, ADDITIONAL BMP SUPPLEMENTATION TO PREVENT SITE EROSION OR SEDIMENT TRANSPORT MAY BE NECESSARY. THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR ALL BMPS REQUIRED TO COMPLETE THE MASS GRADING ACTIVITIES AND SUBSEQUENT TEMPORARY SOIL STABILIZATION NECESSARY TO PREPARE SITE FOR STREET AND UTILITY CONSTRUCTION AND HOME BUILDING. AT THE COMPLETION OF MASS GRADING WORK AND SATISFACTORY SITE SOIL STABILIZATION, THE DEVELOPER AND MASS GRADING CONTRACTOR SHALL COORDINATE THE TRANSFER OF NPDES PERMIT RESPONSIBILITIES TO THE STREET AND UTILITY CONTRACTOR AND THE CITY. THE STREET AND UTILITY CONTRACTOR AND CITY WILL THEN ASSUME THE RESPONSIBILITY TO PROVIDE INSPECTION AND MAINTENANCE OF ANY IN-PLACE BMPS AS WELL AS INSTALL THE ADDITIONAL BMPS REQUIRED IN THE STREET AND UTILITY CONSTRUCTION DOCUMENT SWPPP. UPON COMPLETION OF STREET AND UTILITY CONSTRUCTION, THE STREET AND UTILITY CONTRACTOR SHALL REMOVE ANY BMPS INSTALLED DURING THE STREET AND UTILITY PHASE THAT ARE NO LONGER REQUIRED AND COORDINATE THE TRANSFER OF NPDES PERMIT RESPONSIBILITIES BACK TO THE DEVELOPER OR TERMINATE THE PORTION OF THE NPDES PERMIT TRANSFERRED TO THE CITY AND THEIR CONTRACTOR. EROSION CONTROL RESPONSIBLE PARTY: ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD, SUITE 101 WAYZATA, MN 55391 PH: 612-990-0666 CONTACT: TOM GONYEA EM: tom(Mandmn.com STABILIZATION BMP'S 1. STRAW/HAY MnDOT TYPE 1 MULCH 2. EROSION CONTROL BLANKET MnDOT CAT. 3 3. HYDROMULCH MnDOT TYPE 5 4. TURF REINFORCEMENT MAT SC250 NORTH AMERICAN GREEN OR EQUAL-MNDOT CAT 6 GRADING ACTIVITY 1. CONCRETE WASHOUT IS DONE TRUCK BY TRUCK WITH A MOBILE'. WASHOUT SYSTEM PROVIDED AND COMPLETED BY THE CONCRETE CONTRACTOR. SEDIMENT BARRIERS 1. SILT FENCE (MnDOT 3886) 2. CURB LOG 3. ROCK WEEPER INLET PROTECTION DEVICES 1. WIMCO (MnDOT TYPE A & C) 2. INFRASAFE STORM DRAIN/CULVERT 3. SILT SACK (MnDOT TYPE A) 4. DANDY BAG (MnDOT TYPE B) ANTI -TRACKING CONTROL 1. 2" CRUSHED CLEAR ROCK (LAND DEVELOPMENT) TEMPORARY SEED MIX 1. MnDOT-100 (OATS 20-120 DAY STABILIZATION) 2. MnDOT-150 (1-2 YEAR STABILIZATION) PERMANENT SEED MIX/STABILIZATION 1. MnDOT 270 (RESIDENTIAL TURF) 2. SOD LEGEND: 189 EXISTING CONTOUR 789- PROPOSED CONTOUR PROPOSED RETAINING WALL DIRECTION OF DRAINAGE �- (NAGE PROPOSED CATCH BASINS >- PROPOSED STORM SEWER - - - - - - - - - - - PROPOSED EASEMENT PROPERTY LINE - - - - SETBACK LINE LOT LINE - - RIGHT-OF-WAY y.y y^,^v,•YVY"YY"fYv't'Yy`t EXISTING VEGETATION LIMITS (APPROX.) O EXISTING TREE TO REMAIN � PRE m SF � PROPOSED SILT FENCE (PRE GRADING) • PST = SF • PROPOSED SILT FENCE (POST GRADING) 1__1 INLET PROTECTION D N D DO NOT DISTURB AREAS TEMPORARY DRAINAGE ROUTING : DURING MASS GRADING ROCK CONSTRUCTION ENTRANCE NOTES: 1. SEE SHEET 9 FOR ALL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS. SPECIFICATION, OR REPORT WAS PROJECT TEAM DATE ISSUE DATE ISSUE DESIGNED: MPR PREPARED `E ME OR UNDER MY 6.5-15 CITY COSUBMITTALCOMMENTS 233 Park Ave S, Ste 300 DIRECT SUWER LICENSED AND THAT DRAWN: PLN 6-16-15 CITY COMMENTS (� I PROFESSIONAL DULY LICENSED GLACCUM HIGHLANDS 8-14-15 CITY SUBMITTAL `8 Minneapolis, MN 55415 PROFESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 + 612 758 3080 MAIN THE LAWS OF THE STATE OF MINNESOTA 2i-..� CONSTRUCTION DOCUMENTS 15250 WAYZATA BOULEVARD ,�,,,,( EROSION AND SEDIMENT CONTROL PLAN 612.758.3099 FAx SUITE TOl A L L I A N TM JSCTI,PE QAiQcREVIEw FINAL PLAT SUBMITTAL WAYZATA, MN 55391. vvvvvv.alliant-inc.com 8-14-15-14-15 43480 SHEET 8 of 15 PHONE (612) 990-0666 E N G I N E E R I N G DATE LICENSE NO. BY DATE E 0 00 I`7 N Ln O N C) 7 Q O N O O O Ln O 6 C LL GO N N 00 m C O O rC) O O Ln Ln O N / X O E 6 C O C O s_ C� 5 FT. MIN. (-ENG-111 STEEL. POST 5 FT. MM1L LENGTH STEEL POST AT 6 FT. MAX. SPACING AT 6 FT. MAX. SPACING GEQTEXTILE FABRIC GE07EXTILE FABRIC PLASTIC ZIP TIES ��I 36 WIDE WIDE �--- t6" WIDE PLASTIC 71r TIES 4' ---^"- LO T TENSILE) TOP (50 Le. TENSILE) ABRIG ANCHORAGe LOCATED IN TOP 9" LOCATED M ,OP 8 RENCH.BACKFILL -71RE COMPACTION ZONE %rN T TAMPED / NATURAL SOIL 1- FLOW FLOW FLOW - 6"MIN. FLOW z - �- - ASK �Lo ZLL 5.. iy 6"MIN. w SLICE ow - - - &' 8" - 12 12" DEPTH w a SILT' FENCE, MACHINE SLICED (DO2 SILT FENCE, HEAVY COTY 7 2 5 FT. MIN LENGTH STEEL POST-GEOTEXTILE FABRIC AT 6 FT. MAX. SPACING ---- 36" WIDE STAPLES -FABRIC ANCHORAGE 1'RENCII. BACKFILL. WITH TAMPED NATURAL SOIL H FLOW ZU J I-_i.z -- SILT FENCE TO BE PLACED �jOUR. SEE SLOPE/GRADE w MIN. AND LENGTH CRITERIA BELOW SILT FENCE, PREASSEM BLED 1� 2 EI__S__ OPE. / SLOPE GRADE MAX t"EN,IFI / LESS THAN 2% 100 FEET 2 - 5,% 75 FEET 5 -10% 50 FEET Y01'ES. 10 20 % 25 FEET SILT FENCE PER MNDOT SPECS SOURCE 2005 GREATER, THAN 20% la FEET SEE SPECS 2573 & 3886. LOCATION OF SILT FENCE (D To protect Area From Sheat FLAW FOR SEDIMENT CONTROL OMaximum Contributing Area: 1 Acre VARIABGSIRABLE SILT FENCE NEAR TOE OF - SLOPE OUTSIDE OF CONSTRUCTION LIMITS LEGATION OF SILT FENCE FOR PEREMITEF CONTROL CPIfOF I SILT MGM FENCE REVISED: 3-12 ENGINEERING DEPARTMENT PLATE NO.: 5300 FILE NAME: G:\ENG\SPECS\5300 EROSION CONTROL GENERAL NOTES: 1. NO LAND DISTURBING ACTIVITY SHALL OCCUR UNTIL A GRADING PERMIT HAS BEEN ISSUED FROM THE CIN OF CHANHASSEN AND THE WATERSHED DISTRICT. 2. BEST MANAGEMENT PRACTICES (BMP'S) REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. 3. ALL BMP'S SELECTED SHALL BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, AND ESTIMATED DURATION OF USE. 4. ALL WORK AND MATERIALS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS SHALL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 5. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE BOUNDARIES OF THE LAND DISTURBANCE LIMITS SHOWN ON THE PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. NO DISTURBANCE BEYOND THE DISTURBED LIMITS. 7. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. 8, ESTABLISH A PERMANENT VEGETATIVE COVER ON ALL EXPOSED SOILS WHERE LAND IS COMING OUT OF AGRICULTURAL PRODUCTION. PLANT AS SOON AS POSSIBLE TO ESTABLISH DENSE GRASS FILTER PRIOR TO CONSTRUCTION AND TO MINIMIZE WEED GROWTH. 9. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIPLINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. 10. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES AND THEY SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 11. SILT FENCE IS REQUIRED AT DOWN GRADIENT PERIMETER OF DISTURBED AREAS AND STOCKPILES. PROTECT WETLANDS, WATERCOURSES AND ADJACENT PROPERTIES FROM SEDIMENTATION AND STORMWATER RUNOFF. 12, THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE/CONTRACTOR SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITTEE/CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS, AS MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 13. THE BMP'S SHALL BE INSPECTED DAILY BY THE PERMITTEE/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. SILT FENCES CLEANED OR REPLACED AT SEDIMENT BUILDUP OF 1/3 OF THE FENCE HEIGHT. 14. LAND DISTURBING ACTIVITIES SHALL OCCUR IN INCREMENTS OF WORKABLE SIZE SUCH THAT ADEQUATE BMP CONTROL CAN BE PROVIDED THROUGHOUT ALL PHASES OF CONSTRUCTION. THE SMALLEST PRACTICAL AREA SHALL BE EXPOSED OR OTHERWISE DISTURBED AT ANY ONE TIME. 15. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK -BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. 16. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED FROM EROSION WITHIN 7 DAYS OF SUBSTANTIAL COMPLETION OF GRADING IN THAT AREA. TEMPORARY SEED AND MULCH SHALL COVER ALL EXPOSED SOILS IF GRADING COMPLETION IS DELAYED LONGER THAN 7 DAYS. PERMANENT SEED AND MULCH OR SOD IS REQUIRED WITHIN 3 DAYS OF COMPLETION OF FINAL GRADING. 17. GENERAL TEMPORARY SEED SHALL BE MNDOT MIX 190 ® 100 LBS. PER ACRE OR APPROVED EQUAL. PERMANENT SEED SHALL BE MNDOT MIX 270 0 120 LBS. PER ACRE OR APPROVED EQUAL. (PLANTING DATES PER SPEC 2575) MULCH SHALL BE MNDOT TYPE 1 (CLEAN OAT STRAW) 0 2 TONS PER ACRE AND DISK ANCHORED IN PLACE OR APPROVED EQUAL. FERTILIZER SHALL BE 80-80-80 NPK PER ACRE (UNLESS P RESTRICTIONS APPLY) AND INCORPORATED INTO THE SEED BED. 18. WETLAND BUFFER AREAS SHALL BE SEEDED IN ACCORDANCE WITH LANDSCAPE PLAN. 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 20. AN ALTERNATE EROSION & SEDIMENT CONTROL PLAN SHALL BE REQUIRED FOR LAND DISTURBANCES ON EACH LOT AS PART OF ANY FUTURE BUILDING PERMIT FOR THE CONSTRUCTION OF STRUCTURES AND DRIVEWAYS. 1"-2" CLEAN CRUSHED ROCK N,�E 6"MIN.DEP1H FOR ROCK10"MIN.DEPTH FOR WOODCHIPS >QS 18" MINIMUM CUT OFF BERM � TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC WTD (N XfOVIV A 2C NOTE FILTER FABRIC SI -I ALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CCPIi OF ROCK CEM b!!I CONSTRUCTION ENTRANCE REVISED: 1-10 PLATE NO.: FILE NAME: G: ENG SPECS\5301 ENGINEERING DEPARTMENT 5301 EROSION CONTROL SCHEDULE: 1. PRIOR TO ANY CONSTRUCTION OR DEMOLITION, SILT FENCE AND FILTERS SHALL BE INSTALLED AS SHOWN TO INTERCEPT RUNOFF. 2. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE -VEGETATED. CONTRACTOR MAY REMOVE NECESSARY SILT FENCING/FILTERS TO CONSTRUCT ROADWAYS, WHILE MAINTAINING ADEQUATE EROSION CONTROL IN ADJACENT AREA. 3. SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT OF 4" OF TOPSOIL FOR DISTURBED AREAS TO BE RE -VEGETATED. 4. THE CONTRACTOR SHALL SCHEDULE SITE GRADING, UTILITY INSTALLATION AND PAVEMENT CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE -SEEDED SOON AFTER DISTURBANCE. AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC SHALL BE SEEDED (MnDOT MIX 190 0 100#/AC AND MULCHED OR SODDED WITHIN SEVEN (7) DAYS OF BEING DISTURBED. 5. CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AS INDICATED ON THIS EROSION CONTROL PLAN AND ANY ADDITIONAL REQUIRED BASED ON MEANS, METHODS AND SEQUENCES OF CONSTRUCTION. SEDIMENT CONTROL PRACTICES: 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERMITTERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. 3. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 5. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCES OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. 6. SITE CONSTRUCTION ENTRANCES WILL BE AS SHOWN ON THE PLAN. ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT EACH ENTRANCE. FINAL STABILIZATION: THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE. THE CONTRACTOR MUST IC SUBMIT A NOTICE OF TERMINATION NO WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE, OR ANOTHER OWNER/OPERATOR (PERMITTEE) HAS ASSUMED CONTROL OF ALL AREAS OF THE SITE THAT HAVE NOT UNDERGONE FINAL STABILIZATION. FINAL STABILIZATION CAN BE ACHIEVED IN THE FOLLOWING WAY: ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS MUST BE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUNALENTMEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND; A. ALL DRAINAGE DITCHES, CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER CONSTRUCTION IS COMPLETE, MUST BE STABILIZED TO PRECLUDE EROSION; B. ALL TEMPORARY SYNTHETIC, AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BLIPS (SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION: AND C. THE CONTRACTORS MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES OR DRAINAGE WAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEAN OUT OF PERMANENTBASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. SEDIMENT TRAP MANUFACTURED BY WI MCO, LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPLLIFIC TIONS ANDSTANDIPDS -1- DESIGN LOADS PAD TYPE = W ABC 9TH EOIHON" ALLOWABLE NILE WEIGHT LOAD NTA AWS 5I&XLQRALAUDNSLC0E=S EEJ.. D1 1 -94. SNEm FPCiDR NTA 29 CFR 1925 - aaNA AFEIY ANO N A IH STAYbP3jhq WATER mow RATE (FTRoTMH TYPE PF FILTER) 0"707 CFS W 3" HEAD C= fAAX1MUM 94ERFLOW P.AI£ 5.94 CFS W 15- HEAP V () 1) 17 11 ,C -1, - DEFLECTOR PL9FE OVERFLOW I - CENTER OF Ffi TTR ASSEMBLY r OARFLOW 2 - IOP OF CURB BOX 10" FILTER ASSEMBLY CURB CG -23 HICH-FLOW HIGH-FLOW FEROC NOTES: ... .. -.. .......... .. EVENT _ , L.. _. 1. CLEAN FIVER MEDIA AFTER EACH RAIN EVENT- AND REF LACE IF FILTER IS CLOGGED WITH SEDIMtNF 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. Uff OF CATCH BASIN SEDIMENT TRAP REVISED: 1-10 PLATE NO.: FILE NAME: G:\ENG SPECS\5302A ENGINEERING DEPARTMENT 5302A EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: 1. INSPECT SILT FENCES IMMEDIATELY AFTER EACH RAINFALL AND Ar LEAST DAILY DURING PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING SILT FENCE. 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-THIRD THE HEIGHT OF THE BARRIER. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX, OR SODDED AS DIRECTED BY THE ENGINEER. 4. REMOVAL OF SILT FENCE - SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPWARD SLOPING AREA HAS BEEN PERMANENTLY STABILIZED. IF THE UPWARD SLOPING AREA IS TO BE EXPOSED LONGER THAN SIX (6) MONTHS, THAT AREA SHALL BE COVERED WITH TEMPORARY VEGETATION WHEN FIRST EXPOSED. 5. THE CONTRACTOR MUST ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. 6. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED IN WRITING AND THESE RECORDS MUST BE RETAINED WITH THE SWEEP RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE: A. DATE AND TIME OF INSPECTIONS; B. NAME OF PERSON(S) CONDUCTING INSPECTIONS; C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS; D. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVIES E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCH (0.5 INCHES) IN 24 HOURS: F. DOCUMENTS OF CHANGES MADE TO THE SWPPP AS REQUIRED IN PART III.A.4. 7. WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, BUTT WORK REMAINS ON OTHER PARTS OF SITE, INSPECTIONS OF THE STABILIZED AREAS MAY BE REDUCED TO ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE PLACE AS SOON AS RUNOFF OCCURS AT THE SITE OR PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. POLLUTION PREVENTION MANAGEMENT MEASURES: THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE: 1. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 2. HAZARDOUS MATERIAL: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 3. CONCRETE WASHOUT IS DONE TRUCK BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROVIDED AND COMPLETED BY THE CONCRETE CONTRACTOR. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. 4!t\.G7q.Ce71J�fl3H 7yc6Nl➢Ce76�d114]^l�sZ4l.�llia E _ ........_--._..__.._.......... I HEREBY (CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE SPECIFICATION, OR REPORT WASDESIGNED: MPR 6-5-15 CITY SUBMITTAL PREPARED BY ME OR UNDER MY 1, i 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT i DRAWN: PLN 6-16-15 CITY COMMENTS v T AM A DULY LICENSED Minneapolis, MN 55415 PROFESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 8-14-15 CITY SUBMITTAL ? THE LAWS OF THE STATE OF __ 612.758.3080 MAIN MINNESOTA 15250 WAYZATA BOULEVARD 612.758.3099 FAX SUITE 101 A L L I A N Twww.alllant-InC.COm MARK RAUSCH, PE QA/QC REVIEW WAYZATA, MN 55391 8-14-15 43480 PHONE (612) 990-0666 E N G I N E E R I N G DATE LICENSE NO. BY DATE SAMPLE EROSION CONTROL MAINTAIN A iB FOOT BUFFER PLAN FOR INDIVIDUAL LOTS BETWEEN EDGE OF ER AND DISTURBED SOILL TYPE 2 HEAVY DUTY PERIMETER _ CONTROL REO. ADJACENT TO LOT 1 SURFACE WATER OR WATERWAY SURFACE WATERS ""•'•+..• see dotal # 5300 LOT 2 LOT 3 �BUTTO FENCE TOGETHER AT PROPERTY UNE OPTION t -CRESCENT SILT FENCE OVER -LAP AT PROPERLY LINE LEGEND I 1 Theo. sI.Hdord symbols will be found in the dreeng. ROOF OJG4' -"•'^'"" SILT FENCE PERIMETER GQe"P STRAW MULCH IAc SURFACE WATER + \ -^" WATER FLOW \\\ DSIV P 1V_ /-----CURB & GUTTER OVER -LAP SILT FENCE S REET STORM SEWER INLE�ENTRANCE SEDIMENT CONTROL 'MMCO OR SIMILAR INLET PROTECTION DETAIL 5302A IF Water resources staff must be contacted before any/all dewatering activity * Perimeter sediment controls are necessary at downsloping property and street edges. Note that sediment controls need to provide containment by turning perimeter controls upslope-into property. * Perimeter controls can include filer logs, mulch berms and/or silt fence. * See MNDot spec. 3897 & 2573. * Temporary stockpiles cannot be placed in drainage swoles, surface waters, or on public streets, and must have perimeter control EROSION CONTROL * Topsoil -Site has a minimum of 4-6 inches of topsoil. * Construction entrance -1 to 2" clean crushed rock at a depth of 6 inches. • House Roof Perimeter -Straw mulch at 2 inches deep around house directly below roof line. If house has rain gutters, downpouts need energy dissipation. * Slopes -Steeper than 4:1 with positive grade to surface waters of the state need erosion control blankets and temporary or permanent seeding. * See MUCCI Spec. 3885 & 2575. * Swales-Need blankets over final 200'. " Swales-Need check dams if slope is 4:1 or greater. CfffOF EROSION CONTROL FOR MMSER INDIVIDUAL LOTS (TYP,) REVISED: 2-13 ENGINEERING DEPARTMENT PATE NO.: FILE NAME: G:\ENG\SPECS\53028 53028 PAD WIDTH = 60'-70' (SEE PLAN) PAD TYPE = W (FT.) A- GROSS H.D. 3.0 B= TOPSOIL RESPREAD 0.5 C= NET H.D. D= F.G. GTE TO F.G. REAR EL 10 10 E= BENCH LENGTH SEE PLAN F= SLOPE & REAR FLAT LENGTH SEE PLAN G= OVERSIZING 5 H= S/G SLOPE (X' VERT. TO 1 HORIZ.) 2 I= F.G. TO TOP OF BLACK 0 RFL 0 J= BLDG SETBACK 30 (MIN.) (HOF DIST. TO 1' VERT.) LOOK OUT AND WALK OUT PADS NOT TO SCALE ALL NUMBERS IN FEET HOLD DOWN DETAILS ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) NO - STAPLE PATTERNLDENSITY SHALL FOLLOW MANUFACTURERS SPECIFICATIONS ANCHORTRENCH 1. DIG 6"X 6" TRENCH 2. LAY BLANKET IN TRENCH 3. STAPLE AT 1.5' INTERVAIS 9. BACKFILL WITH NATURAL SOIL AND COMPACT 5. BLANKET LENGTH SHALL NOTEXCEED 100' WITHOUT AN ANCHOR TRENCH NOTE: SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS, STICKS, VEHICLE IMPRINTS, ANDGRASS. BLANKETS SHALL HAVE GOOD SOIL CONTACT. IROODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER "TO SECURE FILTER FABRIC. ,,, 2 X 4" X 3' LONG NVOOD POSTS, 8 REO'D. PVOTES: CONTRACTOR SHALL CONSTRUCT SILT BOX '1'0 FIT AROUND THE INLET S1"RUCTURE WITH 6" MINIMUM CLEARANCE T'O EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6' BELOW SIRUCIURE OPENING. TOP OF SILT BOX 'f0 EXTEND 18" MINIMUM ABOVE EXISTING GRADE. 2" X 4" HORIZONTAL_ MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS j-- MONOFILAMENT GEOTEXTILE FABRIC AS PCR MNDOT TABLE ,3886-1 (MACHIN-- SLICED), ADDITIONAL 8-10' OF FABRIC FLAP AT BOTTOM OF BOX 8-10" FABRIC FLAP- BURY UNDER ROCK TO PREVENT '7-7 UNDERWASHING 2" WASHED ROCK 1' DEEP X 2' WIDE CITIOF SILT BOX SEDIMENT TRAP REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME: G;\ENG\SPECS\5302A `5' 3026 OVERLAP END 30INTS MINIMUM OF 6" AND STAPLE OVERLAP AT IS INTERVALS. LONGITUDINAL JOINTS MINIMUM OF 6" EROSION CONTROL BUANKET INSTALLATION 1 �� G� i• TRACKED EQUIPMENT \� FF TREADS r� �• TREADS CREATE GROOVES PERPENDICULAR TO SLOPE DIRECTION. NOTE: ALL SLOPES WITH A GRADE EQUAL TO OR STEEPER THAN 3:1 REQUIRE SLOPE TRACKING. SLOPES WITH A GRADE MORE GRADUAL THAN 3:1 REQUIRE SLOPE TRACKING IF THE STABNZATION METHOD IS EROSION CONTROL BVJJKET OR HYDROMULCH. SLOPE TRACKING GLACCUM H 9 CONSTCONSTRUCTION DOCUMENTS EROSION AND SEDIMENT CONTROL RUCTION 1 i� V 1 1� lJ NOTES AND DETAILS FINAL PLAT SUBMITTAL SHEET 9 of 15 O O Ln i cl 0 c iL s c a a O r) O O Ln LnLn 0 N X E Q O NOTES: 1. ALL NEW MAIN LINE STORM SEWERS SHALL BE VIDEO INSPECTED AT OWNERS EXPENSE, AND A CD/DVD SHALL BE PROVIDED TO THE CITY. 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE STRUCTURES. 3. INSTALL DRAINTILE AT CATCH BASIN LOCATIONS PER CITY STANDARD DETAIL 5232. DRAINTILE CONNECTIONS TO STORM SEWER STRUCTURES SHALL BE -2.1' BELOW RIM ELEVATION AT CURB. 4. ALL INTERSECTION CURB RETURNS SHALL BE 8618. 5. TIE ALL STORM SEWER PIPE JOINTS BETWEEN FLARED END SECTIONS AND STRUCTURES. 6. SEE SITE, SIGNAGE, AND LIGHTING PLAN FOR SIGN & LIGHTING LOCATIONS. STRUCTURE AND CASTING SCHEDULE MH NO. SIZE CASTING 1 72" DIA R -3067-V 2 72" DIA R-4342 3 48" DIA R-4342 NOTES: 1. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. GRANULAR AGGREGATE MNDOT 3149.2H _4" PE PERFORATED PIPE J_ 6" MIN 6" DIA. 1 -4„ GEOTEXTILE WRAP SHALL BE ADDED 4" PERFORATED DRAINTILE INSTALLATION (NOT TO SCALE) DRAINTILE TO BE INSTALLED DURING HOME CONSTRUCTION 195' OF 4" DRAINTILE IE: 1018.6 1 SEDGE OF WETLAND - - FES 4 - WETLAND � � - - W/ 5 CY �� \ CL -3 \ OUTLOTA RIP -RAP \ ---------I \ / MH 3 I EDGE OF WETLAND-� OGS 2 W/ (PERFORATED \, SEDGE OF WETLAND / 7- II SUMP) 6.0 CY PERMANENT / i I I I-- -- REINFORCEMENT MAT �� I I II 4 --------- I I IE ELEV IE -.5 FT 48" PERFORA HDPE _ �' s,`I 1_ - T� BLOCK-.-/-- 3 '� BLOC1 i ° �i'� �, I I 1 POROUS STONE MINIMUM 40% VOID SPACE. (1"-2" WASHED, CLEAN - - - - - - _ - - - ��, y AGGREGATE. EXTEND POROUS STONE A I AND 4" DRAINTILE I \ J - OF RCC SUMP SEOCTION) TO THE SIDES IE: UOoN OUTLET I \ \ / -�� \� EXTEND POROUS STONE 6" BELOW _ _ ..r, t I UNDERGROUND AND TO THE SIDES OF HDPE INFILTRATION STORAGE LINE POROUS STONE MEDIUM (48" PERFORATED WITH NON -WOVEN GEOTEXTILE :, FABRIC /CB 1 W/ ,CHDPE PIPE . � I - ) ( ® STRUCTURAL FILL I 2 I, ,IPE ORATED T- LIGHT POLE I SUMP�y��� ,I 48" PERFORATED HDPE 120' OF 4 DRAINTILE 150' OF 4" DRAINTILE UNDER CURS �-- - L------------ �DR -� T � SURMOUNTABLE UNDERGROUND STORAGE DETAIL STOP SIGN AND Q V / � v; STREET NAME J CURB &GUTTER (NOT TO SCALE) 1 START 10' TRANSITION TO SURMOUNTABLE CURB -&- _ 10' BIT. TR GUTTER SAW CUT 1' FROM�� EX. LIP OF CURB 1050 � z 1040 a FINISHED C/L cn LL 0> U � 1030 0 Of EXISTING LAKE LUCY IZN 1070 C3 awLD Q EDGE Yw OI �wcnL 1020 J0_,..... p+ U+ �H U In II-- H to (n 1060 1 1 1050 1010 1000 W M of N O HIGH PT STA: 1 47.00 HIGH PT ELEV: 1030.91 PVI STA:1+7 .00 PVI ELEV: 103).31 K: 20.00 _ C) C) + 1040 a FINISHED C/L cn LL 0> GRADE LLn C +� + N 1030 °' GROUNDI w II EXISTING LAKE LUCY NII II ROAD PAVEMENT awLD Q EDGE (CURB LIP) �wcnL 1020 1010 1000 W M of N O HIGH PT STA: 1 47.00 HIGH PT ELEV: 1030.91 PVI STA:1+7 .00 PVI ELEV: 103).31 K: 20.00 _ C) C) N P c�Li 0> .. I EXISTING �> LLn C +� + N m °' GROUNDI w II NII II awLD Q 2-:00% - -- �wcnL 00 rLn co N n N7 O 1-Q1 Ln O 0 0 O N O O O O 0 O GUTTER N STA: 1+57.27 PED RAMPS 4.28% CB l STA: 2+35.6E OFF: -19.70L RIM: 1027.00 1070 1 1060 1 1050 I 1040 I 1030 1 1020 1 90.0' of 48" RCP'' CL -5 © 0.22% 1010 1000 I 0 25 50 100 SCALE IN FEET 1050 1040 1030 1020 1010 1000 DISTURBED SOIL D 72" MANHOLE TO TOP SLAB. Ifi" PERFORATIONS 0 90• INTERVALS AROUND MANHOLE. STAGGER PERFORATIONS AT 6" VERTICAL INTERVALS. LINE POROUS STONE MEDIUM WITH GEOTEX11LE FABRIC. 3' - 72" MANHOLE SECTION 1"-2" WASHED, CLEAN AGGREGATE. EXTEND POROUS STONE A MIN. of 12" BELOW AND TO THE SIDES OF RC SUMP SECTION, UNDISTURBED SUBGRADE 48" DEEP PERFORATED SUMP OCS (CBMH 1 SUMP SHALL BE PERFORATED) (NOT TO SCALE) STORM SEWER 1 - 4 CB 1 STA: 0+10.00 OFF: 0.00 RIM: 1027.00 INV OUT:1015. SUMP: 1011.20 90.0' of 48" PERE HDPE © 0.22% 35.5' of 1 HDPE © 22.51 1050 OCS 2 OU ID STA: 1+00.00 1040 OFF: 0.00 RIM- 1022.80 INV I,N:1015.00 (S) INV OUT:1019.20 (N) SUMP: 1011.00 1 030 MH 3- STA: 1+35.50 OFF: 0.00 RIM: 1015.33 INV IN:1011.19 (S) INV OUT:, 1006.49 (W), 1020 FINISHED GRADE FES 4 STA: 1+72.42 1010 OFF: 0.19L RIM: 1006.75 INV IN:1006.00 (E) - - 1000 CL -5 @ 1.33% O r N r O 0) O O O r1) LO Lo O O O O C) O p 00 O 1+00 2+00 3+00 0+00 1+00 2+00 I HEREBY? CERTIFY THAT THIS PLAN, PROJECT TEAM r: DATE ISSUE DATE ISSUE GLAC C UM HIGHLAND S H SPECIFICATION, OR REPORT WAS DESIGNED: MPR PREPARED BY ME OR UNDER MY 6-5-15 CITY SUBMITTAL r ; 233 Park Ave S, Ste 300 DIRECT �UPERVJSTON AND THATI DRAWN: PLN 6-16-15 CITY COMMENTS � O ' � � AM A DULY LICENSED 8-14-15 CITY SUBMITTAL ' � MlnneajJO1S MN 55415 PROIESSIIONAL ENGINEER UNDER PROIECT NO: 215-0030 _... 612.758.3080 MAIN THE LAw�s of THE STATE of MINNES©'rA CONSTRUCTION DOCUMENTS STREET AND STORM SEWER 15250 WAYZATA BOULEVARD 612.758.3099 FAx ��"'��-"� a� c REVIEW PLAN AND PROFILES SUITE 101 A L L I A N T MARKRAUSCII,PE Q � FINAL PLAT SUBMITTAL www.alliant-inc.com 8-14-15 43480 7�r7� 7 WAYZATA, MN 55391 ENGINEERING DATE LICENSE NO. BY DATE SHEET I � Of I S PHONE (612) 990-0666 Q N I L0 0 N C Q -a I 0 Q 0 N-) 0 0 Ln a 6 c i� a a co co c a Q / 0 r7 0 0 Ln Ln 0 N X N F a C a n NOTES' 1. THE CONTRACTOR SHALL CONTACT THE SEWER AND WATER DEPARTMENT 24 HOURS PRIOR TO ANY PUBLIC SEWER/WATERMAIN CONNECTION. 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE STRUCTURES. 3. SANITARY SEWER MAIN SHALL BE INSTALLED PER CITY OF CHANHASSEN SPECIFICATIONS & DETAIL PLATES. 4. WATERMAIN SHALL BE INSTALLED PER CITY OF CHANHASSEN SPECIFICATIONS & DETAIL PLATES. 5. TYPICAL LOT SERVICES: SAN - 4" PVC SOLVENT WELDED SDR 26 OR SCH 40 (SEE DETAIL) WAT - 1" TYPE "K" COPPER (SEE DETAIL) LEGEND: S = SANITARY SERVICE WYE STATION(FROM DOWNSTREAM MH) IE = SANITARY SERVICE INVERT ELEVATION CBE = CURB BOX ELEVATION 1050 1040 1030 1020 1010 i[oIoill 6001161 trIN EX HYDRANT ..; REMOVE AD REPLACE EXISTING CONNECT TO EXISTING 18" DIP PAVEMENT WITH EQUIVALENT SECTION CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLAN TO CITY ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONNECTION WORK CORE DRILL IN MH, RECONSTRUCT INVERT TO RECEIVE DIRECTIONALLY BORED SEWER SANITARY SEWER MH 3 - MH 1 SAN MH 3 STA: 2+88.46 OFF: 0.00 RIM: 1021.00 EXISTING GROUND FINISHED GRADE 288.5' of 8" PVC SDR 26 © 0.40% co[O O OUTLOT A O m N 0 N r7 O O M O O O M O 7 O V IN: 1005.10 (W) V IN: 1012.00 (N) EDGE OF WETLAND � OUT: 1005.00 (S) I�� 1070 1 040 0, -1 O U + 0� i-EOGE OF WETLAND U!n Fa-II-- 1060 I�� I J , 4 I S=0+84 IE=1012.84 3 'u� I ' I 'CBE ;1027.9 5=0+78 I TYPICAL SANITARY &WATER iE=1012.78 `. I SERVICE CURB BOX 0 RAW �CBE='1027 9 q I -& 9' SERVICE "TAILS"---- - I , S=0+43 IE=1012.43 >' SCBE=10287 SAN a l I I 1 I2+22 I 2� I i MH 2 0 1 I HYDRANT W/ 6" G.V., S= o x 8"x6" REDUCER, 8'-6" DIP w1 - IE -1005.99 CBE 1(524.7 I �I FLANGE EL. 1028.85 o .... _ - STA: 2+31.08, 35'R I L I - _ �' �---------- 1 / �Q-O / 8" G.V. 3� �_ SAN MH 1 ti REMOVE AD REPLACE EXISTING CONNECT TO EXISTING 18" DIP PAVEMENT WITH EQUIVALENT SECTION CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLAN TO CITY ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONNECTION WORK CORE DRILL IN MH, RECONSTRUCT INVERT TO RECEIVE DIRECTIONALLY BORED SEWER SANITARY SEWER MH 3 - MH 1 SAN MH 3 STA: 2+88.46 OFF: 0.00 RIM: 1021.00 EXISTING GROUND FINISHED GRADE 288.5' of 8" PVC SDR 26 © 0.40% co[O O O O m N 0 N r7 O O M O O O M O 7 O 1N MH 1 z O -A:1+40.00 r 1050 F: 0.00 H M: 1031.05 v V IN: 1005.10 (W) V IN: 1012.00 (N) V OUT: 1005.00 (S) I�� 1070 1 040 1 030 1 1020 1 1010 1 1000 1 •el HI/ m SAVAGE EX HYDRANT, ADD 7' OF 6" DIP AND REINSTALL HYDRANT IN NEW LOCATION I WET TAP CONNECT TO EX 18 W/M i EX SAN MH IE 1001.04 LAKEWAY COURT GO n of N O 1070 1060 3+00 2+00 1+00 0+00 1+00 2+00 3+00 _..........__...._._ ................_.........._.._._... I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE SPECIFICATION, OR REPORT WAS DESIGNED: MPR PREPARED BY ME OR UNDER MY 6-5-15 CITY SUBMITTAL G j t 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT i DRAWN: PLN 6-16-15 CITY COMMENTS AM A DULY LICENSED 8-14-15 CITY SUBMITTAL 'u`' Minneapolis, M N 55415 PROFESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 I 612.758.3080 MAIN THE LAWS OF THE STATE OF MINNESOTA 15250 WAYZATABOULEVARD612-il/l I-A(�,.P SUITE 101 .758.3099 FAX MARK RAUSCH,PE Q A/Q C REVIEW WAYZATA, MN 55391 A L L I A N T www.alliant-inc.com 8-14-15 43480 PHONE (612) 990-0666 E N G I N E E R I N G DATE LICENSE NO. BY DATE N 0 25 50 100 SCALE IN FEET SANITARY SEWER MH 1 - EX MH SAN MH 1 1 050 STA: 1+40.00 OFF: 0.00 RIM:1031.05 ' INV IN:1005.10 (W) INV IN:1012.00 (N) INV OUT:1005.00 (S) 1040 EXISTING GROUND 1030 - mtelvil7 1010 1000 1050 EX MH STA: 0+25.48 1040 OFF: 184.07L RIM: 1025.12 INV IN:1001.44 (N) 1030 EX 18 DIP 1020 1 /nn rpncc c N D G ro N 70 OM O O N-) O O 0 0 186' DIRECTIONAL BOR 1010 1[�I1111m e m 0+00 1+00 2+00 GLACCUM HIGHLANDS 11 CONSTRUCTION DOCUMENTS SANITARY SEWER AND WATER MAIN PLAN AND PROFILES SHEET 11 OF 15 FINAL PLAT SUBMITTAL 0 z O r H r v Do JAI I�� 1070 0, -1 O U + 0� U!n Fa-II-- 1060 I�� m SAVAGE EX HYDRANT, ADD 7' OF 6" DIP AND REINSTALL HYDRANT IN NEW LOCATION I WET TAP CONNECT TO EX 18 W/M i EX SAN MH IE 1001.04 LAKEWAY COURT GO n of N O 1070 1060 3+00 2+00 1+00 0+00 1+00 2+00 3+00 _..........__...._._ ................_.........._.._._... I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE SPECIFICATION, OR REPORT WAS DESIGNED: MPR PREPARED BY ME OR UNDER MY 6-5-15 CITY SUBMITTAL G j t 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT i DRAWN: PLN 6-16-15 CITY COMMENTS AM A DULY LICENSED 8-14-15 CITY SUBMITTAL 'u`' Minneapolis, M N 55415 PROFESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 I 612.758.3080 MAIN THE LAWS OF THE STATE OF MINNESOTA 15250 WAYZATABOULEVARD612-il/l I-A(�,.P SUITE 101 .758.3099 FAX MARK RAUSCH,PE Q A/Q C REVIEW WAYZATA, MN 55391 A L L I A N T www.alliant-inc.com 8-14-15 43480 PHONE (612) 990-0666 E N G I N E E R I N G DATE LICENSE NO. BY DATE N 0 25 50 100 SCALE IN FEET SANITARY SEWER MH 1 - EX MH SAN MH 1 1 050 STA: 1+40.00 OFF: 0.00 RIM:1031.05 ' INV IN:1005.10 (W) INV IN:1012.00 (N) INV OUT:1005.00 (S) 1040 EXISTING GROUND 1030 - mtelvil7 1010 1000 1050 EX MH STA: 0+25.48 1040 OFF: 184.07L RIM: 1025.12 INV IN:1001.44 (N) 1030 EX 18 DIP 1020 1 /nn rpncc c N D G ro N 70 OM O O N-) O O 0 0 186' DIRECTIONAL BOR 1010 1[�I1111m e m 0+00 1+00 2+00 GLACCUM HIGHLANDS 11 CONSTRUCTION DOCUMENTS SANITARY SEWER AND WATER MAIN PLAN AND PROFILES SHEET 11 OF 15 FINAL PLAT SUBMITTAL ., 0lab11 ■ ■ IEDGE OF WETLAND Av I (� (( a I - /1674 l / 1 �2 t 1t l L� 1 508'1 ,` 1528 I f I t , h,6-'I]ZGE OF WETLAND WETLAND 9 r y a r 1 , I II 1 59 C, / 50 " 1- r�L� i 1 J f 11� II II I O UTLOT A�� rJ -1652 9v �� 1526 F , 1511 EDGE OF` WETLAND + - g/j 1524 — —- — — — x.1651 f" �. 6,4' 1 6R 4 ,1 151 1 I 115,12 a, v .-EDGE OF WETLAND 1530 , ' 1513 I 1 1514 6� r r 1569 1572 + 1680 5 8 r 1j567 + / 1 . Y + 570 r � r / -15 X, 7f I j 6 _ 15 1 3 "� r."� 1681' , 7r,I � u" 1 IIX i , 2 16¢ j198 1521 I 5$`2 r - LM EE PROTECTION 1 r� � ITS�,SILT'FENCE X �.-.. - 1520 15�83� '� - ■ _ 3 ,, 1555 . y rtt?; 1 4 132 — — — — — .,...5'6 - _ . __ ' _ 164` ' 1669 7 5,4 54 1644 .. ]543 t 1542 33 ' 15 x 86 1 64" l 1650 I 1550 1 1541 -. 1563 155" 1599\ - } -,-1598--,._ � , �� -- 1565 I � � _ 1695 1. _ { LI -I i 1592 -1594.. .._ ✓. 1561 1562 f 539 rf LL ( 1597',1590 - .- 1.5 1 b34 I ` �( i „ - 1593_ T. 1 �48 L0 H 96 59 �. 1 95 i h a 0 H� XXSS ". 1558 i I r 15so - W _..._ � / I fl r -V r _t 1 o rJ l j e � � f Q '1 1- OF fl -Ir_ CD nw I � 1535 x � " 1 , t _.. C) ------ ;�_- { ' 7 CD / __ _ -w� , ..� ,LAKE LIJY ROAD ,� . ___ TREE INVENTORY & CALCULATIONS TAG NO D.B.H. (IN) TOTAL D.B.H. (IN) COMMON NAME REMOVE REMOVE INCHES EXEMPT REMOVE NOTES REMARKS TOTAL 1502 19 BOX ELDER LN 1503 15,15 ELM X 17 CDT, 1504 13 BASSWOOD X 13 LN 1505 19 BASSWOOD + 1506 12 BASSWOOD + 1507 16 ASH CDT, 1508 18 ASH CDT 1509 20 ELM + 1510 10 BASSWOOD X 10 DEI, LN 1511 15 BASSWOOD X 15 LN 1512 14 BASSWOOD X 14 + 1513 12 BOX ELDER X 12 + 1514 10 SUGAR MAPLE X 10 + 1517 20 BOX ELDER X 20 LN, CAV 1518 11 BASSWOOD X 16 + 1519 24 ELM X 24 +. 1520 24 ASH X 24 + 1521 17 ASH X 17 CDT 1522 17 ASH X 17 LN, CDT 1523 15 ASH X 15 CDT 1524 12 ASH X 12 SEN 1525 21 ASH X 21 1526 9 BOX ELDER + 1527 16,16 ELM CDT 1528 14 ASH OFFSITE 1529 12 ASH SEN 1530 30 RED OAK 1531 17 BOX ELDER LN, CDS 1532 21 BOX ELDER + 1533 27 BOX ELDER X 17 CDS, OK 1534 25 ASH X 25 CDT 1535 28 SUGAR MAPLE SP. 1536 16 BOX ELDER X 16 + 1537 25 ELM X 25 DEAD REM 1538 13 HACKBURY X 13 + 1539 15 BOX X 15 ILN 1540 16 ASH X 16 LN 1541 18 ASH + 1542 13 ASH DEAD 1543 32 WHITE POPLAR X 32 LN 1544 20 BOX ELDER X 20 + 1545 17 WHITE POPLAR X 17 LN 1546 22 ASH LN 1547 17 BOX ELDER X 17 LN, DEAD LIMB 1548 31 WHITE OAK X 31 SP, 1549 11 ASH OFFSITE 1550 12 BOX X 12 LN 1551 15 BOX X 15 LN 1552 15 BASSWOOD X 15 +, CDT W 1553 10 BOX X 10 LN 1554 12 BOX X 12 OK 1555 15 BOX X 19 SEV, STEM, REM 1556 15 BASSWOOD CDT, 8" 1557 13 ASH + 1558 12 ASH X 12 + 1559 15 ASH X 15 + 1560 12 WHITE OAK X 12 + 1561 13 BOX ELDER X 13 + 1562 12 BASSWOOD X 12 + 1563 15 BOX SEV,TERM 1564 10 BOX X 10 LN 1565 11 BOX X 11 LN 1566 16 BOX X 16 OFFSITE 1567 13 BOX X 19 LN, CAV 1568 16 BOX LN 1569 20 RED OAK LN, SEN 1569 20 BOX DER, SEN 1570 12 BOX X 22 LN 1571 17 BOX + 1572 14 BOX LN,CAV 1573 12 BOX LN,CAV 1574 16 BOX + 1575 14 BOX X 11 LN TOTAL CJS r`, DIA. IN - 237 Dip C KEY LN - DENOTES TREE IS SUCCEPTIBLE TO WIND THROW IF SOLITARY CAV DENOTES VISIBLE SIGNS OF CAVITY AND ROT TREE PRESERVATION NOTES. } rr DAM - DENOTES TREE SHOWING SIGNS OF DAMAGE DAM TERM - DENOTES A TREE THAT HAS LOST ITS TERMINAL STEM LEADER o 1 Cf+EI►ID Il Q r1 1. BEFORE ANY CONSTRUCTION OR GRADING OF DEVELOPMENT PROJECT IS TO OCCUR, A TREE PROTECTION SEN - DENOTES SENESCENCE OR A TREE IN A STATE OF DECLINE EITHERE DUE TO 0- LEGEND � FENCE (AT LEAST 4 FEET IN HEIGHT AND STAKED WITH POSTS NO LESS THAN EVERY 5 FEET) SHALL AGE, DISEASE OR INFESTATION LLI BE INSTALLED AROUND THE DRIP LINE OF WOODED AREAS, THE DRIP LINES OF EXISTING TREES TO BE CDT - DENOTES A MULTIPLE STEMMED TRUNK AND IS OR MAY BECOME INCLUDED. p it r DER - DENOTES SIGNIFICANT DEAD LIMB WITH POTENTIAL FOR SEPARATION n ,.Y .'� PRESERVED OR AT THE PERIMETER OF THE CRITICAL ROOT ZONE (WHICHEVER IS GREATER). SIGNS - p 1524 SHALL BE PLACED ALONG THIS FENCE LINE IDENTIFYING THE AREA AS A TREE PROTECTION AREA AND REM -DENOTES REMOVE; TREE SHOULD BE REMOVED DUE TO DEFORMITY OR p Q" li SENESCENCE J PROHIBITING GRADING BEYOND THE FENCE LINE. THIS FENCE MUST REMAIN IN PLACE UNTIL ALL `n N ( * I EXISTING TREE TO REMAIN + - DENOTES A ququry TREE �j GRADING AND CONSTRUCTION ACTIVITY IS TERMINATED. In -1524 2. NO EQUIPMENT, CONSTRUCTION MATERIALS OR SOIL MAY BE STORED WITHIN THE DRIP LINES OF ANY CD �ij� SIGNIFICANT TREES TO BE PRESERVED. N (J� EXISTING TREE TO BE REMOVED -- r-- / 3. NO ENCROACHMENT, LAND DISTURBANCE, GRADE CHANGE, TRENCHING, FILLING, COMPACTION OF CHANGE .1524 IN SOIL CHEMISTRY SHALL OCCUR WITHIN FENCED AREAS PROTECTING SIGNIFICANT TREES. EXISTING TREE (OFFSITE) 4. CONTRACTOR TO PREVENT THE CHANGE 1N SOIL CHEMISTRY DUE TO CONCRETE WASHOUT AND LEAKAGE E OR SPILLAGE OF TOXIC MATERIALS, SUCH AS FUELS OR PAINTS. o ■ ■ ■ ■ ■ TREE PROTECTION LIMITS / 5. DRAINAGE PATTERNS ON THE SITE SHALL NOT CHANGE CONSIDERABLY CAUSING DRASTIC ENVIRONMENTAL E] 0 15 30 60 SILT FENCE CHANGES IN THE SOIL MOISTURE CONTENT WHERE TREES ARE INTENDED TO BE PRESERVED. °� 0 15 30 60 SILT FENCE 6. DEAD, DISEASED OR DYING SIGNIFICANT TREES WERE NOT INCLUDED AS PART OF THE EXISTING TRETE 0 INVENTORY. L o SCALE IN FEET 7. NO SIGNIFICANT TREES SHALL BE REMOVED UNTIL THIS TREE PRESERVATION PLAN IS APPROVED BY THE CITY OF CHANHASSEN. I ._ ...m... .. , ... I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE < SPECIFICATION, OR REPORT WAS DESIGNED: Na GLACCUM HIGHLANDS PREPARED BY ME OR UNDER MY 6-5-15 CITY SUBMITTAL I 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: EMK 6-16-15 CITY COMMENTS /y, AM A DULY LICENSED 8 -14 -IS CITY SUBMITTAL LA Minneapolis, MN 55415 LANDSCAPE ARCHITECT UNDER PROJECT NO: 215-0030 3 " 612.758.3080 MAIN THE LAWS OF THE STATE OF MINNESOTA 15250 WAYZATA BOULEVARD �f,,•/ � (%' CONSTRUCTION DOCUMENTS TREE INVENTORY AND PRESERVATION PLAN 612.758.3099 PAx SUITE 101MARK KRONBECK, PLA, ASLA QA/QC REVIEW WAYZATA, MN 55391 A L L I A N T www.alliant-inc.com 8-14-15 43480 FINAL T �T A SU 1�/iT�ri' A T SHEET 13 OF 15 PHONE (612) 990-0666 E N G I N E E R I N G DATE LICENSE NO. BY DATE LCL LA SUBMITTAL AL TAG NO D.B.H. (IN) TOTAL D.B.H. (IN) COMMON NAME REMOVE REMOVE INCHES EXEMPT REMOVE NOTES REMARKS TOTAL 1576 15 BOX + 1577 17 BOX X 17 + 1578 13 BOX X 13 + 1579 15 BOX 1580 10 BOX + 1581 16 BOX 1582 16 BOX 1583 18 BOX LN 1584 18 BOX LN 1585 16 BOX LN 1586 12 BOX X 12 + 1587 14 BOX X 14 1588 16 BOX X 16 LN 1589 12 BOX X 12 LN 1590 16 BASSWOOD X 16 CDT9, 4, 5 1591 20 ASH X 20 1592 16 BASSWOOD X 16 CDT 1593 16 BASSWOOD X 16 CDT 1594 14 BASSWOOD X 14 CDT 1595 16 BASSWOOD X 16 CDT 1596 16 ASH X 16 1597 14 BASSWOOD X 14 1598 12 ASH 1599 12 ASH LN 1600 14 ASH LN 1641 16 BOX SEN 1642 9 BOX 1643 13 BOX + 1644 1L BOX 1645 17 BOX X 17 DAM, SEN, REM 1646 14 BOX LN 1647 12 BOX + 1648 14 BOX LN 1649 14 BOX L. SEN 1650 10 BOX X 10 1651 14 BOX I ILN 1652 18 BOX LN 1653 14 Box LN 1654 12 SUGAR MAPLE + 1656 16 BOX LN, DAM 1657 13 BOX LN, DAM TERM 1658 14 BOX LN 1659 12 BOX LN 1660 16 BOX LN 1662 12 BASSWOOD X 12 1663 11 BOX 1664 11 BOX SEN, REM 1665 13 BOX X 13 LN, SEN, REM 1666 20 BOX + 1667 17 BOX X 17 LN 1668 15 BOX X 15 OK 1669 19 BOX X 19 IN 1670 14 BOX LN, DAM TERM 1671 20 BOX ROT, IN 1674 17 BOX LN 167511 BOX + 1676 11 BOX + 1677 17 BOX DAM, LN 1678 16 BOX 1679 14 BOX LN 1680 14 BOX X 14 1681 14 BOX X 14 1682 16 BOX ELDER X 16 LN 1683 19 BOX X 19 LN, CAV 1683 19 BOX ELDER LN 1684 14 BOX LN, SEN 1685 15 BOX ELDER 1686 22 ELM X 22 + 1687 10 BOX + 1688 12 BOX LN 1689 13 ELM + 1690 22 ELM + 1695 11 BOX X 11 CAV, LN SODISTURBED AREAS oI 6 15' WIDTH BU PER Q c U CD ro CD CD Ln i a d 0 0 N-) 0 O Ln i Ln 0 1 Q) E 0 0 0 0 15 30 60 CONSERVATION AREAS IMPACTED OR 7I IN 1 NEED OF RESTORATION SHALL BE 'RESTORED WITH NATIVE, VEGETATION CONSERVATION EASEMENT' MONUMENT,,TYP.' SEE SITE PI 150�1__L10 9 - 9 i HYDRANT I't i FRONT YARD TREES, 1 PER LOT PER CITY CODE 2 -BS 3 -BF ` —MAINTAIN A 3' CLEAR ZONE AROUND HYDRANT 15' WIDTH BUFFERYARD B PER CITY CODE. LANDSCAPE SCHEDULE QTY. KEY COMMON NAME/ BOTANICAL NAME SIZE REMARKS J 2 GL GREENSPIRE LINDEN 2.5" CAL. B&B STRAIGHT TRUNK Tilia cordata 'Greenspire' NO V—CROTCH 4 HB COMMON HACKBERRY 2.5" CAL. B&B STRAIGHT TRUNK Celtis occidentalis NO V—CROTCH 3 HL SKYLINE HONEYLOCUST 2.5" CAL. B&B STRAIGHT TRUNK EDGE OF WETLAND Gleditisia triacanthos var. inermis 'Skyline' NO V—CROTCH 7 MP FIREFALL RED MAPLE 2.5" CAL. B&B STRAIGHT TRUNK Acer x freemanii 'AF#1' NO V—CROTCH 6 SO SWAMP WHITE OAK 2.5" CAL. B&B I Quercus bicolor / NO V—CROTCH CONIFERS 3 BE BALSAM FIR 6' HT. B&B FULL FORM � 1 / BS BLACKHILLS SPRUCE 6' HT. B&B FULL FORM CONSERVATION AREAS IMPACTED OR 7I IN 1 NEED OF RESTORATION SHALL BE 'RESTORED WITH NATIVE, VEGETATION CONSERVATION EASEMENT' MONUMENT,,TYP.' SEE SITE PI 150�1__L10 9 - 9 i HYDRANT I't i FRONT YARD TREES, 1 PER LOT PER CITY CODE 2 -BS 3 -BF ` —MAINTAIN A 3' CLEAR ZONE AROUND HYDRANT 15' WIDTH BUFFERYARD B PER CITY CODE. LANDSCAPE SCHEDULE QTY. KEY COMMON NAME/ BOTANICAL NAME SIZE REMARKS OVERSTORY TREES 2 GL GREENSPIRE LINDEN 2.5" CAL. B&B STRAIGHT TRUNK Tilia cordata 'Greenspire' NO V—CROTCH 4 HB COMMON HACKBERRY 2.5" CAL. B&B STRAIGHT TRUNK Celtis occidentalis NO V—CROTCH 3 HL SKYLINE HONEYLOCUST 2.5" CAL. B&B STRAIGHT TRUNK Gleditisia triacanthos var. inermis 'Skyline' NO V—CROTCH 7 MP FIREFALL RED MAPLE 2.5" CAL. B&B STRAIGHT TRUNK Acer x freemanii 'AF#1' NO V—CROTCH 6 SO SWAMP WHITE OAK 2.5" CAL. B&B STRAIGHT TRUNK Quercus bicolor NO V—CROTCH CONIFERS 3 BE BALSAM FIR 6' HT. B&B FULL FORM Pinus nigra 5 BS BLACKHILLS SPRUCE 6' HT. B&B FULL FORM Picea glauca densata ORNAMENTAL TREES 12 SB AUTUMN BRILLANCE SERVICEBERRY 6' HT. B&B CLUMP FORM Amelanchier x grandiflora 'Autumn Brilliance' SHRUBS 15 BH BUSH HONEYSUCKLE 24" HT. CONT. MIN. 5 CANES Diervilla sessilifolia 'Butterfly' AT HT. SPEC. NOTES: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN EVENT OF DISCREPANCY. 1. RESIDENTIAL SUBDIVISION LANDSCAPE REQUIRED = 1 TREE PER LOT PLACED IN THE FRONT YARD PROVIDED = 1 TREE PER LOT 2. WOODLAND/CANOPY REFORESTATION REQUIREMENT REQUIRED = 26 TREES, SEE CANOPY TREE COVERAGE PLAN PROVIDED = 27 TREES 3. LANDSCAPE BUFFERYARD REQUIREMENT REQUIRED LAKE LUCY ROAD IS A COLLECTOR ROAD, THEREFORE BUFFERYARD B IS REQUIRED BUFFERYARD B REQUIRES 15' MIN. BUFFER AREA WITH 2 OVERSTORY TREES, 4 UNDERSTORY TREES AND 6 SHRUBS PER 100' L.F. TOTAL BUFFERYARD LENGTH = 332 L.F. ALONG LAKE LUCY ROAD. AT A 15' WIDTH, THE BUFFERYARD MULTIPLIER IS 1.0, THEREFORE, THERE ARE 7 OVERSTORY, 13 UNDERSTORY AND 20 SHRUBS REQUIRED TO BE PLANTED IN THE BUFFERYARD AREA. PROVIDED = 7 OVERSTORY, 12 UNDERSTORY, 20 SHRUBS LEGEND 0 O DECIDUOUS OVERSTORY TREES CONIFEROUS TREES ORNAMENTAL TREES FLOWERING SHRUBS WETLAND BUFFER SEED MIX BUFFERYARD AREA POLY EDGING EXISTING TREES PLANTING NOTES 1. INSTALL 6" MIN. TOP SOIL TO ALL SOD AND SEED AREAS. FINE GRADE ALL SOD AND SEED AREAS. 2. STAKE OR MARK ALL PLANT MATERIAL LOCATIONS PRIOR TO INSTALLATION. 3. INSTALL 4-6" DEPTH SHREDDED HARDWOOD MULCH AROUND ROOT SAUCER OF ALL TREES ISOLATED FROM PLANT BEDS. 4. PLANTING SOIL SHALL CONSIST OF 1:1:1 SELECT LOAMY TOPSOIL, PEAT MOSS, PIT RUN SAND. 5. COMPLETELY GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE. MAKE ALL REPLACEMENTS PROMPTLY (AS PER DIRECTION OF OWNER). 6. ALL MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. 7. ALL TREE TRUNKS SHALL BE WRAPPED WITH BROWN CREPE TREE WRAP. APPLY WRAP IN NOVEMBER AND REMOVE IN APRIL. 8. CALL GOPHER STATE ONE CALL AT 651-454-0002 FOR LOCATING ALL UNDERGROUND UTILITIES AND AVOID DAMAGE TO UTILITIES DURING THE COURSE OF THE WORK. 9. MAINTAIN ALL PLANT MATERIALS, INCLUDING WATERING, UNTIL THE TIME OF ACCEPTANCE. 10. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. 11. STAKING AND GUYING OF TREES OPTIONAL: MAINTAIN PLUMBNESS OF TREES FOR DURATION OF WARRANT( PERIOD. 12. SWEEP AND WASH ALL PAVED SURFACES AND REMOVE ALL DEBRIS RESULTING FROM LANDSCAPE OPERATIONS. 13. GENERAL CONTRACTOR SHALL FOLLOW THE COUNTY/STATE SOIL & EROSION CONTROL SPECIFICATION FOR DISTURBED AREA STABILIZATION. SEED PLANTING NOTES WETLAND BUFFER SEED MIX: MNDOT #34-271 SEEDING RATE TO BE 12 LBS/ACRE (PURE LIVE SEED). SEE MNDOT SEEDING MANUAL. APPLY SEED PER THE FOLLOWING: MULCH SEEDED AREAS WITH Mn/DOT TYPE 3 (MCIA CERTIFIED WEED FREE) MULCH AT A RATE OF 1 TON PER ACRE WITHIN 48 HOURS OF SEEDING. MULCH SHOULD THEN BE DISC ANCHORED TO KEEP IT FROM BLOWING AWAY. SEEDING SHALL BE APPLIED FROM APRIL 15 — JULY 20 OR SEPTEMBER 20 — FREEZE UP. IF HYDROSEEDING UTILIZE APPROXIMATELY 500 GALLONS OF WATER PER ACRE. REFER TO MN/DOT SPEC 3884 FOR PROPER INSTALLATION OF HYDRO—SEED. ALL NATIVE SEEDS USED ON THIS PROJECT SHALL BE CERTIFIED TO BE OF MINNESOTA ORIGIN BY THE MINNESOTA CROP IMPROVEMENT ASSOCIATION (MCIA). SITE TO BE PREPARED BY LOOSENING TOPSOIL TO A MINIMUM DEPTH OF 3 INCHES. THE SITE TO BE HARROWED OR RAKED FOLLOWING SEEDING, AND THEN PACKED USING A CULTI—PACKER OR EQUIVALENT. SEE MNDOT SEEDING MANUAL FOR REFERENCE. MAINTAIN SEEDED AREAS BY WATERING, REMULCHING AND REPLANTING AS NECESSARY TO ESTABLISH A UNIFORMLY DENSE STAND OF THE SPECIFIED GRASSES UNTIL ACCEPTED. ANY AREAS FAILING TO ESTABLISH A STAND SHALL BE RESEEDED, REFERTILIZED AND REMULCHED WHENEVER 70% VEGETATIVE COVER IS NOT ACHIEVED. RESEEDING SHALL CONFORM IN ALL RESPECTS TO THESE SPECIFICATIONS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE WORK AREAS RESULTING FROM EROSION AND/OR EQUIPMENT. THE CONTRACTOR SHALL REPAIR DAMAGE, INCLUDING REGRADING, RESEEDING, ETC. AS NECESSARY, BEFORE SIGNIFICANT DAMAGE OCCURS. SCALE IN FEET - ®a ®� SILT FENCE/TREE PROTECTION FENCING _._..__.............__.___. I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE SPECIFICATION, OR REPORT WAS HIGHLANDS t DESIGNED: MK PREPARED BY ME OR UNDER MY 6-5-15 CITY SUBMITTAL s N, D' 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: EMM 6-16-15 CITY COMMENTS AM A DULY LICENSED 8-14-15 CITY SUBMITTAL ' j Minneapolis, MN 55415 LANDSCAPE ARCHITECT UNDER PROJECT NO: 215-0030 14 "����WW✓�� it THE LAWS OF THE STATE OF 612.758.3080 MAIN MINNESOTA 15250 WAYZATA BOULEVARD 612.758.3099 FAX � CONSTRUCTION DOCUMENTS LANDSCAPE AND REFORESTATION PLAN SUITE 101 MARK KRONBECK, PLA, ASLA QA/QC REVIEW WAYZATA, MN 55391 A �' N www.alliant-inc.com BATE 26NO FINAL PLAT SUBMITTAL SHEET PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE SHEE 1 14 �F 1 5 a r - N L() c N B.B. _.. (66% DECIDUOUS & ORNAMETAL TREES SHRUBS ( UPRIGHT) CONFEROUS SHRUBS (SPREADING) BALLED & BURLAPPED BARE ROOT. STOCK STOCK(TREE SPADE) MACHINE -TRANSPLANT STOCK I. -SCARIFY SIDES AND BOTTOM OF HOLE. 1."SCARIFY SIDES AND BOTTOM OF HOLE. 1"`SOAK ROOTS IN WATER FOR AT i^SCARIFY SIDES AND BOTTOM OF HOLE. 2. -PROCEED WITH CORRECTIVE PRUNING LEAST ONE HOUR BUT NOT MORE THAN 2.'^ADD CORRECTIVE PRUNING. AS DIRECTED BY THE ENGINEER 2."PROCEED WITH CORRECTIVE PRUNING 24 HOURS PRIOR TO PLANTING. 3. -SET PLANT ON NATIVE SOIL AT SAME DEPTH AS IT 3."SET PLANT ON UNDISTURBED NATIVE SOIL AS DIRECTED BY THE ENGINEER. 2"'SCARIFY SIDES AND BOTTOM OF WAS PREVIOUSLY GROWN. OR THOROUGHLY COMPACTED PLANTING SOIL. HOLE. 4.'"PLUMB AND BACKFILL WITH THE PLANTING SOIL. INSTALL PLANT BG THE ROOT FLARE !SAT OR UP 3."REMOVE CONTAINER AND SCORE OUTSIDE 3. -PROCEED WITH CORRECTIVE 5+•WATER TO SETTLE PLANTS AND FILL VOIDS. EVENT PRUNING A3 DIRECTED BY THE OF SOILMASS T 0 REDIRECT AND PR T02"ABOVE THE FINISHED ORA DE WITH BURLAP CIRCLING FIBROUS R00.7T5, AS NECESSARY. ENGINEER. EL -AFTER PLANTING, LOOSEN THE SOIL IMMEDIATELY AND WIRE BASKET, DP USEtR , INTAW. 4.'"TRANSFER PLANT DIRECTLY FROM ADJACENT TO THE SADE-MOVED SOIL TO AMINIMUM 4,"BACKFILL 70 WITHIN APPROXIMATELY 12" OF THE TOP OF THE FOOTBALL, THEN 4 "SET PLANT ON UNDISTURBED NATIVE WATER TO HOLE. SET PLANT 30 THE DISTANCE OF 18" AND A MINIMUM DEPTH OF 1T. WATER PLANT REMOVE THE TOP 1130E SOIL OR THOROUGHLY COMPACTED ROOT FLARE IS APPROXIMATELY AT THE 7 -WATER THOROUGHLY WITHIN 2 HOURS THE BASKET OR THE TOPTWOHORIZONTAL PLANTING SOIL. INSTALL PLANT SO THE FINISHED SOIL ELEVATION. SPREAD RINGS WHICHEVER IS GREATER. ALSO TOP OF THE ROOT FLARE IS AT OR UP T02" ROOTS OUT EVENLY. PLUMB AND S*`PLACE MULCH WITHIN 48 HOURS OF THE SECOND REMOVE ALL BURLAP AND NAILS FROM THE ABOVE THE FINISHED GRADE. REMOVE OR IMMEDIATELY BACKFILL WITH THE WATERING UNLESS 901E MOISTURE IS EXCESSIVE. CORRECT STEM CIRCLING ROOTS. PLANTING SOIL. TOP 1130E THE BALL. REMOVE ALL TWINE, 9. -STAKE AND GUY TO PROVIDE ADDITIONAL SUPPORT REMOVE OR CORRECT STEM CURDLING 5.-WATEB.-PLACE MULCH OF THER TO SETTLE PLANTS AND BETWEEN THE STEM AND ROOT BALL AS NECESSARY OR ROOTS, 5."PLUMB AND BACKFILL WITH THE FILL VOIDS. SPECIFIED. 5.'"PLUMB AND BACKFILL WITH THE PLANTING SOIL. 6. -WATER THOROUGHLY WITHIN PLANTING SOIL 6. -WATER TO SETTLE PLANTS AND FILL HOURS. 6.'"WATER TO SETTLE PLANTS AND FILL VOIDS. 7'"PLACE MULCH WITHIN 48 HOURS OF VOIDS. 7. -WATER THOROUGHLY WITHIN HOURS. THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 7.'"WATER THOROUGHLY WITHIN 2HOURS. 8.'PLACE MULCH WITHIN 48 OND WATERING UNLESS HOURSOF SECOND WATERING WITHIN 48 HOURS MOISTURE MINIMUM TREE SPADE SIZE REQUIREMENTS THE SECOND WATERING UNLESS SOIL SECOND WATERING UNLESS SOIL MOISTURE MOISTURE IS EXCESSIVE IS EXCESSIVE. 9"`STAKE AND GUY TO PROVIDE ADDITIONAL SUPPORT BETWEEN THE STEM AND ROOT BALL AS NECESSARY OR SPECIFIED. SPADE DIAMETER OAK TREES, DECIDUOUS! CONIFEROUS SIZE'C' CALIPER ORNAMENTAL TREES, HEIGHT TREES.CALIPER 42" 11 In 1.5' 2'to 3' 51to71 60" 1.5'to 2.5' 3't64' .Ito 9' 76" 25to 3.5' 4'fo 6' 9'to 14' 85" 3.5'ta 5' 6F to 8' 14't018' 471 (3) B.R. (427 PLANTING DETAILS FOR ISOLATED PLANTING LOCATIONS 41 B.R. (47 127 DECIDUOUS 54 BY (647 (147 INPLACE WALL CHAIN-LINK FENCE SHRUBS 67 B.R. Ie B.S. (277 (71) FASTEN LOOSELY TO FENCE I I (2) BB. (367 (a'1 WITH BIODEGRADABLE STRING. ' (3) B8 (367 Ory e& (421 (IIA FASTEN LOOSELY TO LATH 1 (5) B.B. (467 127 GENERAL NOTE; WITH BIODEGRADABLE STRING I 61 B.B. (54) (147 I CELLPAOKS {67 2.6 ALL PLANT STOCK MUST BE ACCEPTED IN ACCORDANCE i"X 36" WOOD LATH. DRIVE 12" � (225'7 CONT. p7 (a% OF Mn/DOT 3661 PRIOR 70 FOLLOWING THE STANDARD INTO SOIL AT AN ANGLE SO THAT (3.51 CONT, (167 f 37 PLANTING DETAILS. PLANTING SOIL IS ACOMBINATION THE TOP RESTS SNUGLY ON THE a' CONT. (Ury (47 OF THOROUGHLY MIXED EXISTING SOIL AND COMPOST WALL OR FENCE' as corTi. (137 (47 MIX ANDfOR ANY OTHER SPECIFIED AMENDMENTS. I OT. CONT. 1 (657 CONTAINER Tut) colvT. te' (67 MULCH CONTINUOUSLY; UP >� GROWN (42) cDNr. (297 I75 NOTE- T05'BEYOND TERMINAL VINE, -rf PLANTS ttN colvT (291 (esi I "HOLE DEPTH FOR B&B AND CONTAINER PLANTS � (u57 cover, (307 (H7 SHALL NOT EXCEED MEASUREMENT FROM ROOT FINISHED GRADE (>07) CONT. (377 (11% (LAIR TO BOTTOM OF SOIL BALL (916) CONT. .(447 (147 ;. (%107 DONT. (450 (15') � ' (#z CONE (60 ( ' NOTE: ' uz5) CONT. (727 (187 PLANT ACCORDING TO PLANTING f YR MED. BA. (159 (117 MIN. 2' DETAILS ABOVE AS APPLICABLE. MIN. 2 1 YR. NO, 1 B.R. (177 (14'7 - VINES 2YR. MED. B.R. (337 (12% 2YR. NO.i D.R. (427 (Ifi') #11 cover. Gary (67 VINE PLANTING DETAIL 9 CONT. (237 (7.57 - CfP[OF ENGINEERING IPLA7-: PLANTING DETAILS FOR REvlsm: 1-10 RLE NAME:a\ENa\ spEcs\sae DEPARTMENT 5309 TYPICAL INDIVIDUAL PLANTINGS NOTES: I. -BARE ROOT PERENNIALS MUST BE INSTALLED IN THE SPRING BY JUNE iS7. IF PLANTING IN FALL, FOLLOW FALL DECIDUOUS PLANTING DATES. 7 ""ACTUAL DATES MAY CHANGE DEPENDING UPON SEASONAL CONDI110NS., AS DETERMINED BY THE ENGINEER, 3.°'PALL PLANTING MAY NOT BE RECOMMENDED OR ALLOWED, SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. THE FOLLOWING BARE ROOT PLANTS ARE NOT RECOMMENDED FOR FALL INSTALLATION: HAWMORN, RUSSIAN OLIVE, DOGWOOD, POPLAR, EXISTING GRADE [OIdYaL`49d PLANT ACCORDING TO PLANTING DETAILS, ASAPPLICABLE ON 1:2 SLOPES OR GREATER, DO NOT CONSTRUCT THE UPHILL HALF OF THE WATERING BASIN. ON WET, POORLY DRAINED SOILS, DO NOT CONSTRUCT WATERING BASIN. LNG DETAIL STALED R SEEP PLA T T SLOPES 5' FOR DECIDUOUS TREES Q FOR CONIFEROUS TREES HOLE EXCAVATION WIDTH IN ACCORDANCE WITH MINIMUM ON STANDARD PLANTING DETAILS (A) PREPARED P V\NTING BED AND BACKFILL $00. (THGROUGHLY LOCISEIVED) MULCH FINISHED GRADE PLANTING DETAIL FOR MASS PLANTING SEAS.. at ZONE I WRIGHT H+ICKBC-RRY, LINDEN, IRONWOOD, HONEYLOCR BIRCH. MOUNTAIN ASH, MAPLE , WILLOW, CAE3APPLE, vNlNDIGATES PROJECT LOCATION PLUM(CHERRY, OAKS, AND SUMAC. KEY 8PPoN0 FALL PERENIALS GOtNIFEROU.. DECIDUOUS SEEDLINGS DECIDUOUS CONIFEROUS M/tO 7 APRIOL 21 APR!) 21 APWO 21 OCT0.1 AUTp25 JUNE 15 J4NE 1 JUNE 1 JUNE 1 NOV. i SEPT. 15 MAYS APRIL? APRIL? APRIL) OGT. 10 AUG. 25 2 � i0 TO r TO 70 TO JUNE 15 MAY 17 JUNE MAY 17 NOV. 1 6 SEPT. 15 OPTIMUM PLANTING DATE ZONES IN MINNESOTA 6 PLANT HARDINESS IN CNANNASSEN IS ZONE 4b AVERAGE ANNUAL EXTREME MINIMUM TEMPERATURE RANGE FOR ZONE 4b IS -25 TO -20 DEGREES ( F) ALL PLANT STOCK SHALLBE DEEMED ACCEPTABLE FOR HARDINESS: 1.""IF ITIS HARDY TO THE MINNESOTA ZONE 44 WHERE THE PROJECT SITE 18 LOCATED AND: OR A."INLANT STOCK CAN BE DOCUMENTED AS B'"PLANT STOCK, IF GROWN OUTSIDE THE ACCEPTABLE CONTINUOUSLY GROWN FOR AT LEAST THE LAST GROWING RANGE LIMITS, CAN BE DOCUMENTED AS TWO YEARS WITHINTHEACCEPTABLE LIMITS HAVING THE SEED SOURCE AND ROOT AND GRAFT ZONES 3,4 OR 65HOWN ON THE ACCEPTABLE PLANT STOCK ORIGINATING FROM WITHIN THE, ACCEPTABLE INSTALL TILE DRAINAGE STOCK GROWING RANGE ABOVE. GROWING RANGE LIMITS. jeo- A:AEPTABLfi PLANTSF(YCK GROWING ftNNGBLbMlTB 3041GC6 U.G,OR. PCANTNARDIYEuiS£U#EMt3' i.*'FORM A DOUBLE -LAYERED C1'y.HARDWAREINDER USING 0.25" GRID 1 !+FOLD OVER THE TOP EDGE OF THE I GALVANIZED WELDED WIRE MESH ( CLOTH). HDPE (HIGH tlEN517Y POLYEINYLENE) OVE RLAP THE CUT END 2". TOWARDS THE THREE BOTTOM TABS. 2.**DRIVE TWO I' x t" OPPOSING HEARTWOOD WHITE OAK 2. -BEND THE HOPE INTO q CIRCLE WITH STAKES INTO THE GROUND ]" FROM THE CENTER OF tHE THE SLOE TABS ON THE OUTSIDE OF TREE STEM. 24" MIN: HT. FOR DECIDUOUS THE CIRCLE, 3.' -"SECURE ME MESH CYLINDER 10 THE OUTSIDE OF THE TREES ANQ 12" MIN. Ht, FOR 3."+ALIGN THE HINGES AND BEGIN STAKES USING EITHER, SCREWS AND WASHERS OR PINE TREES RATCHET -LOCKING TIES ALONG THE OVERLAP. SPACE SLIDING THE ifa' GALVANIZED W1RE APPROXIMATELY 4' ON CENTER ALONG THE OVERLAP. STAKE (WITH HOOK1 THROUGH THE HINGES TO INTQiC NECT THE HDPE * $$CREWS SHALL BE ROUND HEAD GALVANIZED i/e' DIA. x AFTER SLIDING THE WIRE THROUGH 3/4' LONG WITH WASHERS. ALL OF THE HINGES. TURN THE HOOK OR 15" WIRE MESH TOWARDS THE INSIDE OF THE HDPE. **RATCHET -LOCK TIES SMALL BE NYLON AND AT LEAST B` 4, -'PUSH THE STAKE INTO THE GROUND, LONG STAKE A MINIMUM OF 12". DRIVE SIX (( 4. -*!HOED THE LOWER EDGE OF THE MESH CYLINDER i" LANDSCAPE STAPLES B" LENGTH, 2 PER TAD) THROUGH THE HbLES IN BELOW THE SOIL SURFACE WITHOUT DISTURBING THE TREE THE 3 BOTTOM TABS AT OPPOSITE ROOTS. ANGLES TO SECURE THE HDPE TO 5.1 -CUT EDGES WILL NOT BE PERMITTED AT THE TOP OF THE THE GROUND. CYLINDER, CUT THE STAKE FLUSH W77H THE TDP OF THE CYLINDER,Si-MULCH INSTAL!. GRANULAR FILTER i '"EXCAVATE HOLE OR BED TO ALLOW PUKING THE TOP OF THE ROOT MASS 1"-3" E -EXCAVATE HOLE OR BED TO ALLOW HIGHER THAN FINISHED GRAPE. PLACING THE TOP OF ROOT MASS 1'3" 2."'INSTALL 4" MINIMUM DIAMETER DRAIN TILE HIGHER THAN FINISHED GRADE, OAYLIGHTING ATA (OWER GRADE, AS 2."AVOER 81 DIAMETER HOLES ENTIRELY APPROVED BY THE ENGINEER. THROUGH IMPERVIOUS OR POORLY 3. -COMPLETE PLANTING ACCORDING TO . DRAINED HARD PAN SOIL LAYER TO PLANTING DETAILS (SHEE7g1 ADEQUATELY DRAIN SU8541L. 3 ""THOUPoO(1GHLY BACKFILL AUGER HOLES WITH A UNIFORM INCORPORATED MIXTURE OF 60% SAND AND 50°k INPLACE SOIL. 4*°COMPLETE PLANTING ACCORDING INSTALL MINI -BERM PLANTINGDETAILS {SHEET A} NOTE: 1 "EXCAVATE HOLE OR BED 114 THE DEPTH THE NEED FOR USING ALTERNATIVE OF THE ROOT MASS, PLANTING DETAILS LAND WHICH TYPE TO 1 -SET ROOT MASS IN HOLE USE SHALL BE DETERMINED BY THE 3'"CONSTRUCT BERM WITH SANDY LOAM CONTRACTOR AND SUBJECT IS TOPSOIL. EXTEND THE BERM RASE TOA APPROVAL BY THE ENGINEER, WIDTH OF3 TIMES THE BERM HEIGIf7. 4 "COMPLETE PLANTING ACCORDING TO PLANING DETAILS (SHEET A) _ ALTERNATIVE PLANTING DETAILS FOR POORLY DRAINED SOIL SUBSIDING OR DETERIORATING MULCH StTAi-L BE ACCEPTABLE THROUGHOUT THE CONTRACT PERIOD PROVIDED THE MULCH DEPTH IS MAINTAINED ATA MINIMUM 3" DEPTH AT ALL TIMES AND UPON FINAL ACGEPTANOE, REPLACEMENT MULCH SHALL BE REQUIRED WHEN THE CONTRACTOR'S OPERATIONS HAVE CONTAMINATED THE MULCH WITH SOIL.. NOTE: I. -REMOVE MULCH PLACED TOA DEPTH GREATER THAN THAT SPECIFIED WHEN DIRECTED BY THE ENGINEER. ?.'"PULL MULCH BACK NO LESS THAN 3" AND NO MORE THAN 6" FROM THE TRUNK W x v z CENTER OF EDGE OF DEPTH OF DEPTH OF TYPE OF PLANT PLANT 7T) BRANCHING 7C7 MULCH MULCH MULCH LINE MULCFI LINE CONIFEROUS TREES VARIES 3'MIN. .}^-B° 4". 6" DECIDUOUSTREES S'PAIN. NtA 4"-E" 4'-8" CONIFEROUS SHRUBS VARIES 3'MIN. T. 4" d"-8' DECIDUOUS SHRUBS 3' MIN. NIA 4"-6" 4"-6" VINES 2! MIN, 1NlA 4"-B" d" -B" PERENUL.S VARf£3 2' MIN. 2".4" 4° tv1ACHRE3RANSPLANYED LASES 12"BL-`POND EDGE OF HDLG 4"-6' A"-6" biLkGt[ PIACEA!ENt DEYA6,Qum REVISED; I FILE NAME: ENGINEERING I PLATE: PLANTING DETAILS FOR 3-14 G:\ENG\SPECS\5310 DEPARTMENT 5310 STEEP SLOPES/MASS BED PLANTINGS WITHIN THE CYLINDER SHALL NOT EXCEED 3' DEPTH AND SHALL BE 1 'COMPOST MnJDOT 3890 CIRCUMFERENCE FROM GROUND UNE TO 15T MAJOR BRANCH. 10', 2,2 LB. FLANGED CHANNEL STEEL SIGN POST (Mn/b07 3401) OR APPROVED EQUAL. MULCH LOOSENED SOIL FINISHED GRADE APPLICABLE W DECIDUOUS TREES OVER 4" CALIPER AND EVERGREEN TREES OVER 10' HT, FOLD LINE SPECIFIED IN MULCH PLACEMENT DETAIL. DETAIL 4 " MULCH MATERIAL Mn/DOT 3882 TYPE 6 UNLESS OTHERWISE SPECIFIED. Y --THE BOTTOM WHORL OF PINE BRANCHES MAY HAVE TO BE 6,"*THE BOTTOM WHORL OF PINE HINGE REMOVED TO PERMIT INSTALLATION OF 12 MIN, HDGHT BRANCHES MAY HAVE TO BE RODENT GUARDS. REMOVED TO PERMIT INSTALLATION ,��4^, ® - - ® - OF 12' MIN, HEIGHT RODENT GUARDS, 7 7 INSTALL ON ALL DECIDUOUS AND PINE TREES. DO NOT INSTALL ON SPRUCE TREES. 7.i -INSTALL ON ALL DECIDUOUS AND PIE TREES, DO ST ON N T NOT INSTALL SPRUCE TREES. i �Y) a ( 0M'Ti 0TAB TYP,) II , RODENT PROTECTION DETAIL (OPTION 1) 9 .: * 2 P SIZE FOR DECIDUOUS TREES ' 12" SIZE FOR ` DO "1 15" a} MF CONIFEROUS TREES. l 85.25• PREVAILING WIND "D 3.25" MIN. I. --USE SEAMLESS,EXTRUDED. TWIN -WALL, RIGIDANDYSEENMI RTUBESAMS M'EENTA LASER RODENT PROTECTION DETAIL (OPTION 2) NETTING LINE PERFORATION AND AN LASER UNEZ OUTWARD -FLARED TOP RIM, PERFORATON Z --SECURE THE SHELTER WITH NYLON NOTES: TUBE SHELTER RACHET -LOCKING PES ATTACHED TO A 1. --STEEL POSTS TO BE NOTCHED OR DRILLED TO $gT7AAJ7$� 1" x 1" WHITE OAK STAKE TO PREVENT RETAIN GUY WIRES. PLACE OUTSIDE OF ROOT (LENGTH VARltsj DISLODGING OR TWISTING IMBED THE BALL. DRIVE PLUMB REGARDLESS OF GROUND BOTTOM OF THE TUBE A MINIMUM OF SLOPE. I" BELOW THE SOIL SURFACE WITHOUT 7' ROLLED STEEL RELEASABLE DISTURBING THE TREE ROOTS, Z -'REQUESTS TO SUBSTITUTE RUBBER HOSE AND POST (MB/DOT 3403 RATCHET TIE TO ( » WIREAPPROVED,GUYING SYSTEMS WILL NOT BE OR APPROVED EQUAL. SECURE STAKE IN *1" MI 3. INSTALL A PLASTIC PHOTODEGRAOABLE NETTING COVER AND SLEEVE OVER THE 3.raTREE STAKING IS NOT REQUIRED UNLESS 16" LONG FORMED TUBE RECESS 7pP OF THE NBE TO PREVENT SPECIFIED OR NECESSARY TO MAINTAIN TREES POLYPROPYLENE OR i ENTRAPMENT OF BIRDS. PULL NETTINGIN A PLUMB CONDITION WHERE VANDAUSA POLYETHYLENE 40 MIL, DOWN AS SHOWN. SOIL OR WIND CONDITIONS ARE A PROBLEM, 1,5' 'NDE STRAPS. OR AS REQUESTED BY THE ENGINEER. ATTACH WIN 10 go WIRE, SEEDLING TREE SHELTER DETAIL 4 -"REMOVE AFTER CNE YEAR. .aa Y.i PAINT TREEaff OF PLANTING SOIL CHm ""'DISTURBED SAIL )SENED SOIL WITH SOIL AMENDMENTS ISHED SOIL ELEVATION 121L. N, 12" LOOSENED W,TM SOIL AMENDMENTS _..DISTURBED SOIL 8.**MULCH WITHIN THE CYLINDER SHALL NOT EXCEED 3" 12" MIN, PULLED BACK FROM THE TRUNK AS WP TAB DEPTH AND SHALL BE PULLED BACK FROM THE TRUNK AS SPECIFIED IN MULCH PLACEMENT .A LARGE LATERAL BRANCH. D DROP CROTCH OR CUTTING BACK SIGNIFlCANT TREES NEAR THE PROPOSED CONSTRUCTION LIMITS WILL BE IDENTIFIED IN THE PLAN OR BY THE ENGINEER AND PRESERVED BY THE CONTRACTOR. NOTES: I. --PLACE THE TEMPORARY FENCE 2.-'72EDUCE SLOPE ROUNDING WHERE ROOT ZONES WILL BE DISTURBED BY NORMAL SLOPE ROUNDING, AS APPROVED BY THE ENGINEER. 3.^VARY BACK SLOPE STEEPNESS TO AVOID TREE LOSS OR UNNECESSARY ROOT DAMAGE, AS APPROVED BY THE ENGINEER, TEMPORARY FENCE REbUCED ROUNDING 7- NORMAL ROUNDING COLLAR DROP CROTCH PRUNING IS B USED FOR REDUCING THE A HEIGHT OR LENGTH OF MAIN C STEMS OR BRANCHES BY CUTTING BACK TO STANDARD TREE STAKING /GUYING DETAIL I^ MIN. Hr, FOR D€c!Duous GENERAL NOTES ZEES AND 12" MIN. HL FOR vE TREES SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. 1/4" GALVANIZED WIRE THE PLANTING DETAILS REPRESENT ADEQUATELY GRAINED SOIL STAKE WITH HOOK CONDITIONS. THE CONTRACTOR SHOULD EXERCISE DISCRETION IN SETTING PLANTS 1"-3" HIGHER IN POORLY DRAINED SOILS OR USING ALTERNATIVE PLANTING DETAILS ON SHEET B. PLANING HOLE AND 130 LBS -HIGH DENSITY RED CULTIVATION THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ADEQUATE DRAINAGE POLYETHYLENE. IN HEAVY POORLY DRAINED OR IMPERVIOUS SOILS. BROWN IN COLOR LOOSEN ALL ISOLATED TREE PLANTING LOCATIONS AND PLANTING BEGS TO A MINIMUM DEPTH OF 12", SOIL AMENDMENTS SHALL BE APPLIED • 6" LANDSCAPE STAPLE DURING CULTIVATION. MIN, 2 PER TAB USE CULTIVATED AND AMENDED SOIL EXCAVATED FROM PLANING HOLE'. BACKFILL 5qL REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER, FERTILIZER MN/bDT 388 NAME: G: \ENG\SPECS\5311 DEPARTMENT ENGINEERING REVISED: 1-10 FILE PLATE: 5311 MASS PLANTING TREE PAINTING en mnmrc rrnue Lrv,en rnm, i er,nn�. PAINT TREE CIRCUMIFERANCE FROM GROUND LINE t0 FIRST MAJOR BRANCH. PLANTING PLAN RESPECT STATED DIMENSIONS BEFORE SCALING FROM PLAN, PLANT TYPE AVERAGE AMOUNT OF WATER PER APPLICATION IN GALLONS MACHINE TRANSPLANTED TREES 50 42" AND UP BARE ROOT TREES 7$ WATERING BALLED & BURLAPPE) SHRUBS TO GUIDELINES BARE ROOT OR CONTAINER SI4RU85 7 WOODY SEEDLINGS 4 PERENNIALS AND LANES $ It IS 'THE CONTRACTOR'S RESPONSIBUtt TO MONITOR AND MAINTAIN SOIL MOISTURE AT ADEQUATE BUT NOT EXCESSIVE LEVELS. THE ABOVE LISTED APPLICATI ON AMOUNTS ARE GUIDELINES, NOT REQUIREMENTS. PLANTING DETAIL I BRANCH BARK RII DEAD BRANCH LIVING BRAND C I E E 1 G D NG 0 @@RRpp H COLLAR LI X BRANCH NOTES: INCORRECT CUT (TOO CLOSE) RESULTING 7?"REDUCE COMPACTION ON ROOT SYSTEMS IN DISCONTINUOUS CALLUS FORMATION WHERE IT OCCURS BY DRILLING 50 on. (2") AFTER ONE SEASON OF GROWTH. SIAM, HOLES IN THE SOIL, t0 A DEPTH dF 450 mm BEGIN 3 FGM THE TREE LEAVING BRANCH COLLAR CORRECT CUT { TRUNK AA 2 CONTINUE. T HINTERVALS I N BUT NO THUS) RESULTING IN CONTINUOUS CONCENTRIRI C RINGS OUT TO THE PROTECTION DOUGHNUT SHAPED CALLUS FORMATION ROOT SYSTEM BRIDGE ZONE AFTER ONE SEASON OF GROWTH. 2. WATERING OF R00T DAMAGED TREES WILL BE VIBRATORY PLOW STADEQUATE REQUIRED TO MAINTAINA EQU TE BUT NOT 'EPS TO PRUNING EXCESSIVE SOIL MOISTURE To DEPTH OF i8" WTHIN THE UNDISTURBED PORTION OF IST CUT PART WAY THROUGH THE THE IMPACTED TREE pRIPLINE. BRANCH AT POINT A. 2. --THEN CUT COMPLETELY THROUGH 3.••A 6 INCH LAYER OF WOODCHIP MULCH BRANCH FROM POINT 8 TO A.PLACED OVER A TYPE III (37331 GEOTEXTILE "'"� _ FABRIC MAY BE USEb IN LIEU OF THE ROOT 3. --NOW CUT FROM POINT C TO D. _ `-ss' SYSTEM BRIDGE. a. -IIF D IS HARD TO FIND, DROP A 4.• -WHEN DE50NAMO IN THE PLAN OR WHEN VERTICALLY PLUMB LINE WN DOTO DIRECTED BY THE ENGINEER, ALL TREE ROOTS POINT X. THE ANGLE X -C -D AT THE CONSTRUCTION LIMITS SHALL BE CUT SHOULD BE APPROXIMATELY EQUAL CLEANLY (TO THE MAXIMUM DEPTH Td %-C-E. ROOT SYSTEM BRIDGE AND VIBRATOROY PLOW NECESSARY FOR CONSTRUCTION) WITH A VIBRATORY PLOW Oft OTHER APPROVED ROOT CUTTER PRIOR TO ANY EXCAVATION. ROOT ENDS EXPOSED BY EXCAVATION ACTMTIES SHALL BE IMMEDIATELY COVERED WITH A (C PRUNING NOTES: LAYER OF ADJACENT SOIL, BACKFILL, REGRADE, SOME CONIFERS OR INSTALL RETAINING WALL AS DESIGNATED J? -LEAVE BRANCH COLLAR (0 TO D) IN THE PLAN OR WHEN DIRECTED BY THE 2?*DO NOT FWSH CUT (C TO X) TUNNEL ENGINEER. 3,I -DO NOT LEAVE STUBS (S TO A) PROTECTION ZONE 5.19F CONSTRUCTION VEHICLES MUST PASS OVER ROOT ZONES, CONSTRUCT ROOT SYSTEM +.-*BEST TIME TO PRUNE IS LATE BRIDGES W M STEEL PLATE SUPPORTED ON CORRECT TOO TON TOO SLADORMANT SEASON OR EARLY SPRING WOOD TIMBERS PLACED RADIALLY TO THE SLA PRUNING CLOSE LONG SLANTED AVOID PRUNING OAKS IN APRIL, MAY, TREE TRUNK. JUN CUT JUNE OR JULY. _ 8? -IMMEDIATELY PAINT OAK WOUNDS TREE PROTECTION ZONE MADE IN APRIL. MAY, ,NNE OR JULY WITH LATEX PART OR SHELLAC. KEE DIAMETER AT - MINIMUM DISTANCE FROM 9 4.5' ABOVE GROUND FACE OF TREE TRUNK 0"-2" 2 -4 4 -B 5 -i 12 BRANCHES SMALLER THEN 2" t7 IN DIAMETER SHOULD BE CUT *WHEN UTUTY INSTALLATIONS MUST OCCUR JUST BEYOND A LATERAL BUD OR WTHIN THE TREE PROTECTION ZONE AS DEFINED ANOTHER SMALL LATERAL BRANCH. THE UTILITY INSTALLATION TUNNEL IN THE ABOVE CHART THE CONTRA�MR SHALL PRUNING SMALL BRANCHES IDEAL CUT SHOULD DE SHARP, BORE (TUNNEL UNDER TREE ROOTS THAT ARE CLEAN. AND MADE ON A SLIGHT ANGLE. TO BE PRESS THE OONTRACIOR SHALL BORE AT A MINIMUM DEPTH OF 24 BELOW THE GROUND SURFACE WTHIN THIS ZONE ROOT PROTECTION AND TRENCHING DETAILS R FURNISH AND INSTALL TEMPORARY FENCE AT THE tREE'S TRIBUNE FABRICATE 12" X S"X 3/8` SIGN WITH 0.75' RADIUS CORNERS. OR CONSTRUCTOR LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION, SIGN SHALL BE WHITE WITH BLACK LETTERING. ATTACH SIGN WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE TO POST USING 1' LENGTH WOOD SCREWS, PLACED AT 2.5° PLACE PROTECTION SIGNS ALONG FENCE AT 20' INTERVALS, AND 7.3" RESPECTIVELY FROM ME BOTTOM EDGE OF THE SIGN. SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL ANY FlLL REQUIRED WTHIN THE DRIP LINE OF TREES SHALL BE AN UNCOMPAC7E0 (WITH A COARSE SAND COMPONENT) SANDY LOAM TOPSOIL EXCESSIVE FALL MAY REQUIRE INSTALLING PERFORATED PIPE WITH AT LEAST ONIE DAYUGNTED ENO OPENING AS AN AERATI ON SYSTEM. FILL DETAIL ION DETAIL t HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE ��- 99 iSPECIFICATION,IOR REPORT WAS GLACCUM H lilt 15 D' PREPARED BY ME OR UNDER MY DESIGNED: MK 6-5-15 CITY SUBMITTAL 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: EMK 6-16-I5 CITY COMMENTS AM A DULY LICENSED 8-14-I5 CITY SUBMITTAL I Minneapolis, MIN 5 5415 LANDSCAPE ARCHITECT UNDER PROJECT NO: 215-0030 T13E LAWS OF THE STATE OF 612.758.3080 MAIN MINNESO= 15250 wAYZATAsoVI.EVARD 612.758.3099 FAX CONSTRUCTION E DOCUMNTS LANDSCAPE DETAILS SUITE 101 ALL 1 A N T www.alliant-inc.com MARK xRONBECK, PLA, ASLA QA/QC REVIEW WAYZATA, MN 55391 8-14-15 26222 FINAL �� SUBMITTAL SHEET 15 iV REVISED:1-10 I FILE NAME: G:\ENG\SPECS\5312 I DEPARTMENT I ENGINEERING PLATE: 5312 I VEGETATION! PR07EC1 Of IS PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE PLANTING HOLE DIMENSIONS (MINIMUM WIDTH DOES NOT APPLY IN MASS PLANTING BEDS) ALL VALUES ARE AS FOLLOWS: PLANT TYPE PLANT SIZE VP TO (A) MINIMUM (g) APPROXIMATE AND INCLUDING HOLE WIDTH HOLE DEPTH (1J A SLOANTNG A A PLI,LNTING. C IS(�45ENE0 8 SEEDLING (15% (149 30 s1 SEEDLING ttei (147 � MULCH � FINISHED MULCH (127 SEEDLING (237 (187 GRADE 2 B.B. (36ry (tory 12" (3 es. (az7 t 1 81 g ' " g VARIABLE CONFEROUS (41 B.B. (517 (137 '" •" -� "'"" TREES (5) THE SECOND WATERING UNLESS SOIL SECOND WATERING UNLESS SOIL MOISTURE MOISTURE IS EXCESSIVE IS EXCESSIVE. 9"`STAKE AND GUY TO PROVIDE ADDITIONAL SUPPORT BETWEEN THE STEM AND ROOT BALL AS NECESSARY OR SPECIFIED. SPADE DIAMETER OAK TREES, DECIDUOUS! CONIFEROUS SIZE'C' CALIPER ORNAMENTAL TREES, HEIGHT TREES.CALIPER 42" 11 In 1.5' 2'to 3' 51to71 60" 1.5'to 2.5' 3't64' .Ito 9' 76" 25to 3.5' 4'fo 6' 9'to 14' 85" 3.5'ta 5' 6F to 8' 14't018' 471 (3) B.R. (427 PLANTING DETAILS FOR ISOLATED PLANTING LOCATIONS 41 B.R. (47 127 DECIDUOUS 54 BY (647 (147 INPLACE WALL CHAIN-LINK FENCE SHRUBS 67 B.R. Ie B.S. (277 (71) FASTEN LOOSELY TO FENCE I I (2) BB. (367 (a'1 WITH BIODEGRADABLE STRING. ' (3) B8 (367 Ory e& (421 (IIA FASTEN LOOSELY TO LATH 1 (5) B.B. (467 127 GENERAL NOTE; WITH BIODEGRADABLE STRING I 61 B.B. (54) (147 I CELLPAOKS {67 2.6 ALL PLANT STOCK MUST BE ACCEPTED IN ACCORDANCE i"X 36" WOOD LATH. DRIVE 12" � (225'7 CONT. p7 (a% OF Mn/DOT 3661 PRIOR 70 FOLLOWING THE STANDARD INTO SOIL AT AN ANGLE SO THAT (3.51 CONT, (167 f 37 PLANTING DETAILS. PLANTING SOIL IS ACOMBINATION THE TOP RESTS SNUGLY ON THE a' CONT. (Ury (47 OF THOROUGHLY MIXED EXISTING SOIL AND COMPOST WALL OR FENCE' as corTi. (137 (47 MIX ANDfOR ANY OTHER SPECIFIED AMENDMENTS. I OT. CONT. 1 (657 CONTAINER Tut) colvT. te' (67 MULCH CONTINUOUSLY; UP >� GROWN (42) cDNr. (297 I75 NOTE- T05'BEYOND TERMINAL VINE, -rf PLANTS ttN colvT (291 (esi I "HOLE DEPTH FOR B&B AND CONTAINER PLANTS � (u57 cover, (307 (H7 SHALL NOT EXCEED MEASUREMENT FROM ROOT FINISHED GRADE (>07) CONT. (377 (11% (LAIR TO BOTTOM OF SOIL BALL (916) CONT. .(447 (147 ;. (%107 DONT. (450 (15') � ' (#z CONE (60 ( ' NOTE: ' uz5) CONT. (727 (187 PLANT ACCORDING TO PLANTING f YR MED. BA. (159 (117 MIN. 2' DETAILS ABOVE AS APPLICABLE. MIN. 2 1 YR. NO, 1 B.R. (177 (14'7 - VINES 2YR. MED. B.R. (337 (12% 2YR. NO.i D.R. (427 (Ifi') #11 cover. Gary (67 VINE PLANTING DETAIL 9 CONT. (237 (7.57 - CfP[OF ENGINEERING IPLA7-: PLANTING DETAILS FOR REvlsm: 1-10 RLE NAME:a\ENa\ spEcs\sae DEPARTMENT 5309 TYPICAL INDIVIDUAL PLANTINGS NOTES: I. -BARE ROOT PERENNIALS MUST BE INSTALLED IN THE SPRING BY JUNE iS7. IF PLANTING IN FALL, FOLLOW FALL DECIDUOUS PLANTING DATES. 7 ""ACTUAL DATES MAY CHANGE DEPENDING UPON SEASONAL CONDI110NS., AS DETERMINED BY THE ENGINEER, 3.°'PALL PLANTING MAY NOT BE RECOMMENDED OR ALLOWED, SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. THE FOLLOWING BARE ROOT PLANTS ARE NOT RECOMMENDED FOR FALL INSTALLATION: HAWMORN, RUSSIAN OLIVE, DOGWOOD, POPLAR, EXISTING GRADE [OIdYaL`49d PLANT ACCORDING TO PLANTING DETAILS, ASAPPLICABLE ON 1:2 SLOPES OR GREATER, DO NOT CONSTRUCT THE UPHILL HALF OF THE WATERING BASIN. ON WET, POORLY DRAINED SOILS, DO NOT CONSTRUCT WATERING BASIN. LNG DETAIL STALED R SEEP PLA T T SLOPES 5' FOR DECIDUOUS TREES Q FOR CONIFEROUS TREES HOLE EXCAVATION WIDTH IN ACCORDANCE WITH MINIMUM ON STANDARD PLANTING DETAILS (A) PREPARED P V\NTING BED AND BACKFILL $00. (THGROUGHLY LOCISEIVED) MULCH FINISHED GRADE PLANTING DETAIL FOR MASS PLANTING SEAS.. at ZONE I WRIGHT H+ICKBC-RRY, LINDEN, IRONWOOD, HONEYLOCR BIRCH. MOUNTAIN ASH, MAPLE , WILLOW, CAE3APPLE, vNlNDIGATES PROJECT LOCATION PLUM(CHERRY, OAKS, AND SUMAC. KEY 8PPoN0 FALL PERENIALS GOtNIFEROU.. DECIDUOUS SEEDLINGS DECIDUOUS CONIFEROUS M/tO 7 APRIOL 21 APR!) 21 APWO 21 OCT0.1 AUTp25 JUNE 15 J4NE 1 JUNE 1 JUNE 1 NOV. i SEPT. 15 MAYS APRIL? APRIL? APRIL) OGT. 10 AUG. 25 2 � i0 TO r TO 70 TO JUNE 15 MAY 17 JUNE MAY 17 NOV. 1 6 SEPT. 15 OPTIMUM PLANTING DATE ZONES IN MINNESOTA 6 PLANT HARDINESS IN CNANNASSEN IS ZONE 4b AVERAGE ANNUAL EXTREME MINIMUM TEMPERATURE RANGE FOR ZONE 4b IS -25 TO -20 DEGREES ( F) ALL PLANT STOCK SHALLBE DEEMED ACCEPTABLE FOR HARDINESS: 1.""IF ITIS HARDY TO THE MINNESOTA ZONE 44 WHERE THE PROJECT SITE 18 LOCATED AND: OR A."INLANT STOCK CAN BE DOCUMENTED AS B'"PLANT STOCK, IF GROWN OUTSIDE THE ACCEPTABLE CONTINUOUSLY GROWN FOR AT LEAST THE LAST GROWING RANGE LIMITS, CAN BE DOCUMENTED AS TWO YEARS WITHINTHEACCEPTABLE LIMITS HAVING THE SEED SOURCE AND ROOT AND GRAFT ZONES 3,4 OR 65HOWN ON THE ACCEPTABLE PLANT STOCK ORIGINATING FROM WITHIN THE, ACCEPTABLE INSTALL TILE DRAINAGE STOCK GROWING RANGE ABOVE. GROWING RANGE LIMITS. jeo- A:AEPTABLfi PLANTSF(YCK GROWING ftNNGBLbMlTB 3041GC6 U.G,OR. PCANTNARDIYEuiS£U#EMt3' i.*'FORM A DOUBLE -LAYERED C1'y.HARDWAREINDER USING 0.25" GRID 1 !+FOLD OVER THE TOP EDGE OF THE I GALVANIZED WELDED WIRE MESH ( CLOTH). HDPE (HIGH tlEN517Y POLYEINYLENE) OVE RLAP THE CUT END 2". TOWARDS THE THREE BOTTOM TABS. 2.**DRIVE TWO I' x t" OPPOSING HEARTWOOD WHITE OAK 2. -BEND THE HOPE INTO q CIRCLE WITH STAKES INTO THE GROUND ]" FROM THE CENTER OF tHE THE SLOE TABS ON THE OUTSIDE OF TREE STEM. 24" MIN: HT. FOR DECIDUOUS THE CIRCLE, 3.' -"SECURE ME MESH CYLINDER 10 THE OUTSIDE OF THE TREES ANQ 12" MIN. Ht, FOR 3."+ALIGN THE HINGES AND BEGIN STAKES USING EITHER, SCREWS AND WASHERS OR PINE TREES RATCHET -LOCKING TIES ALONG THE OVERLAP. SPACE SLIDING THE ifa' GALVANIZED W1RE APPROXIMATELY 4' ON CENTER ALONG THE OVERLAP. STAKE (WITH HOOK1 THROUGH THE HINGES TO INTQiC NECT THE HDPE * $$CREWS SHALL BE ROUND HEAD GALVANIZED i/e' DIA. x AFTER SLIDING THE WIRE THROUGH 3/4' LONG WITH WASHERS. ALL OF THE HINGES. TURN THE HOOK OR 15" WIRE MESH TOWARDS THE INSIDE OF THE HDPE. **RATCHET -LOCK TIES SMALL BE NYLON AND AT LEAST B` 4, -'PUSH THE STAKE INTO THE GROUND, LONG STAKE A MINIMUM OF 12". DRIVE SIX (( 4. -*!HOED THE LOWER EDGE OF THE MESH CYLINDER i" LANDSCAPE STAPLES B" LENGTH, 2 PER TAD) THROUGH THE HbLES IN BELOW THE SOIL SURFACE WITHOUT DISTURBING THE TREE THE 3 BOTTOM TABS AT OPPOSITE ROOTS. ANGLES TO SECURE THE HDPE TO 5.1 -CUT EDGES WILL NOT BE PERMITTED AT THE TOP OF THE THE GROUND. CYLINDER, CUT THE STAKE FLUSH W77H THE TDP OF THE CYLINDER,Si-MULCH INSTAL!. GRANULAR FILTER i '"EXCAVATE HOLE OR BED TO ALLOW PUKING THE TOP OF THE ROOT MASS 1"-3" E -EXCAVATE HOLE OR BED TO ALLOW HIGHER THAN FINISHED GRAPE. PLACING THE TOP OF ROOT MASS 1'3" 2."'INSTALL 4" MINIMUM DIAMETER DRAIN TILE HIGHER THAN FINISHED GRADE, OAYLIGHTING ATA (OWER GRADE, AS 2."AVOER 81 DIAMETER HOLES ENTIRELY APPROVED BY THE ENGINEER. THROUGH IMPERVIOUS OR POORLY 3. -COMPLETE PLANTING ACCORDING TO . DRAINED HARD PAN SOIL LAYER TO PLANTING DETAILS (SHEE7g1 ADEQUATELY DRAIN SU8541L. 3 ""THOUPoO(1GHLY BACKFILL AUGER HOLES WITH A UNIFORM INCORPORATED MIXTURE OF 60% SAND AND 50°k INPLACE SOIL. 4*°COMPLETE PLANTING ACCORDING INSTALL MINI -BERM PLANTINGDETAILS {SHEET A} NOTE: 1 "EXCAVATE HOLE OR BED 114 THE DEPTH THE NEED FOR USING ALTERNATIVE OF THE ROOT MASS, PLANTING DETAILS LAND WHICH TYPE TO 1 -SET ROOT MASS IN HOLE USE SHALL BE DETERMINED BY THE 3'"CONSTRUCT BERM WITH SANDY LOAM CONTRACTOR AND SUBJECT IS TOPSOIL. EXTEND THE BERM RASE TOA APPROVAL BY THE ENGINEER, WIDTH OF3 TIMES THE BERM HEIGIf7. 4 "COMPLETE PLANTING ACCORDING TO PLANING DETAILS (SHEET A) _ ALTERNATIVE PLANTING DETAILS FOR POORLY DRAINED SOIL SUBSIDING OR DETERIORATING MULCH StTAi-L BE ACCEPTABLE THROUGHOUT THE CONTRACT PERIOD PROVIDED THE MULCH DEPTH IS MAINTAINED ATA MINIMUM 3" DEPTH AT ALL TIMES AND UPON FINAL ACGEPTANOE, REPLACEMENT MULCH SHALL BE REQUIRED WHEN THE CONTRACTOR'S OPERATIONS HAVE CONTAMINATED THE MULCH WITH SOIL.. NOTE: I. -REMOVE MULCH PLACED TOA DEPTH GREATER THAN THAT SPECIFIED WHEN DIRECTED BY THE ENGINEER. ?.'"PULL MULCH BACK NO LESS THAN 3" AND NO MORE THAN 6" FROM THE TRUNK W x v z CENTER OF EDGE OF DEPTH OF DEPTH OF TYPE OF PLANT PLANT 7T) BRANCHING 7C7 MULCH MULCH MULCH LINE MULCFI LINE CONIFEROUS TREES VARIES 3'MIN. .}^-B° 4". 6" DECIDUOUSTREES S'PAIN. NtA 4"-E" 4'-8" CONIFEROUS SHRUBS VARIES 3'MIN. T. 4" d"-8' DECIDUOUS SHRUBS 3' MIN. NIA 4"-6" 4"-6" VINES 2! MIN, 1NlA 4"-B" d" -B" PERENUL.S VARf£3 2' MIN. 2".4" 4° tv1ACHRE3RANSPLANYED LASES 12"BL-`POND EDGE OF HDLG 4"-6' A"-6" biLkGt[ PIACEA!ENt DEYA6,Qum REVISED; I FILE NAME: ENGINEERING I PLATE: PLANTING DETAILS FOR 3-14 G:\ENG\SPECS\5310 DEPARTMENT 5310 STEEP SLOPES/MASS BED PLANTINGS WITHIN THE CYLINDER SHALL NOT EXCEED 3' DEPTH AND SHALL BE 1 'COMPOST MnJDOT 3890 CIRCUMFERENCE FROM GROUND UNE TO 15T MAJOR BRANCH. 10', 2,2 LB. FLANGED CHANNEL STEEL SIGN POST (Mn/b07 3401) OR APPROVED EQUAL. MULCH LOOSENED SOIL FINISHED GRADE APPLICABLE W DECIDUOUS TREES OVER 4" CALIPER AND EVERGREEN TREES OVER 10' HT, FOLD LINE SPECIFIED IN MULCH PLACEMENT DETAIL. DETAIL 4 " MULCH MATERIAL Mn/DOT 3882 TYPE 6 UNLESS OTHERWISE SPECIFIED. Y --THE BOTTOM WHORL OF PINE BRANCHES MAY HAVE TO BE 6,"*THE BOTTOM WHORL OF PINE HINGE REMOVED TO PERMIT INSTALLATION OF 12 MIN, HDGHT BRANCHES MAY HAVE TO BE RODENT GUARDS. REMOVED TO PERMIT INSTALLATION ,��4^, ® - - ® - OF 12' MIN, HEIGHT RODENT GUARDS, 7 7 INSTALL ON ALL DECIDUOUS AND PINE TREES. DO NOT INSTALL ON SPRUCE TREES. 7.i -INSTALL ON ALL DECIDUOUS AND PIE TREES, DO ST ON N T NOT INSTALL SPRUCE TREES. i �Y) a ( 0M'Ti 0TAB TYP,) II , RODENT PROTECTION DETAIL (OPTION 1) 9 .: * 2 P SIZE FOR DECIDUOUS TREES ' 12" SIZE FOR ` DO "1 15" a} MF CONIFEROUS TREES. l 85.25• PREVAILING WIND "D 3.25" MIN. I. --USE SEAMLESS,EXTRUDED. TWIN -WALL, RIGIDANDYSEENMI RTUBESAMS M'EENTA LASER RODENT PROTECTION DETAIL (OPTION 2) NETTING LINE PERFORATION AND AN LASER UNEZ OUTWARD -FLARED TOP RIM, PERFORATON Z --SECURE THE SHELTER WITH NYLON NOTES: TUBE SHELTER RACHET -LOCKING PES ATTACHED TO A 1. --STEEL POSTS TO BE NOTCHED OR DRILLED TO $gT7AAJ7$� 1" x 1" WHITE OAK STAKE TO PREVENT RETAIN GUY WIRES. PLACE OUTSIDE OF ROOT (LENGTH VARltsj DISLODGING OR TWISTING IMBED THE BALL. DRIVE PLUMB REGARDLESS OF GROUND BOTTOM OF THE TUBE A MINIMUM OF SLOPE. I" BELOW THE SOIL SURFACE WITHOUT 7' ROLLED STEEL RELEASABLE DISTURBING THE TREE ROOTS, Z -'REQUESTS TO SUBSTITUTE RUBBER HOSE AND POST (MB/DOT 3403 RATCHET TIE TO ( » WIREAPPROVED,GUYING SYSTEMS WILL NOT BE OR APPROVED EQUAL. SECURE STAKE IN *1" MI 3. INSTALL A PLASTIC PHOTODEGRAOABLE NETTING COVER AND SLEEVE OVER THE 3.raTREE STAKING IS NOT REQUIRED UNLESS 16" LONG FORMED TUBE RECESS 7pP OF THE NBE TO PREVENT SPECIFIED OR NECESSARY TO MAINTAIN TREES POLYPROPYLENE OR i ENTRAPMENT OF BIRDS. PULL NETTINGIN A PLUMB CONDITION WHERE VANDAUSA POLYETHYLENE 40 MIL, DOWN AS SHOWN. SOIL OR WIND CONDITIONS ARE A PROBLEM, 1,5' 'NDE STRAPS. OR AS REQUESTED BY THE ENGINEER. ATTACH WIN 10 go WIRE, SEEDLING TREE SHELTER DETAIL 4 -"REMOVE AFTER CNE YEAR. .aa Y.i PAINT TREEaff OF PLANTING SOIL CHm ""'DISTURBED SAIL )SENED SOIL WITH SOIL AMENDMENTS ISHED SOIL ELEVATION 121L. N, 12" LOOSENED W,TM SOIL AMENDMENTS _..DISTURBED SOIL 8.**MULCH WITHIN THE CYLINDER SHALL NOT EXCEED 3" 12" MIN, PULLED BACK FROM THE TRUNK AS WP TAB DEPTH AND SHALL BE PULLED BACK FROM THE TRUNK AS SPECIFIED IN MULCH PLACEMENT .A LARGE LATERAL BRANCH. D DROP CROTCH OR CUTTING BACK SIGNIFlCANT TREES NEAR THE PROPOSED CONSTRUCTION LIMITS WILL BE IDENTIFIED IN THE PLAN OR BY THE ENGINEER AND PRESERVED BY THE CONTRACTOR. NOTES: I. --PLACE THE TEMPORARY FENCE 2.-'72EDUCE SLOPE ROUNDING WHERE ROOT ZONES WILL BE DISTURBED BY NORMAL SLOPE ROUNDING, AS APPROVED BY THE ENGINEER. 3.^VARY BACK SLOPE STEEPNESS TO AVOID TREE LOSS OR UNNECESSARY ROOT DAMAGE, AS APPROVED BY THE ENGINEER, TEMPORARY FENCE REbUCED ROUNDING 7- NORMAL ROUNDING COLLAR DROP CROTCH PRUNING IS B USED FOR REDUCING THE A HEIGHT OR LENGTH OF MAIN C STEMS OR BRANCHES BY CUTTING BACK TO STANDARD TREE STAKING /GUYING DETAIL I^ MIN. Hr, FOR D€c!Duous GENERAL NOTES ZEES AND 12" MIN. HL FOR vE TREES SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. 1/4" GALVANIZED WIRE THE PLANTING DETAILS REPRESENT ADEQUATELY GRAINED SOIL STAKE WITH HOOK CONDITIONS. THE CONTRACTOR SHOULD EXERCISE DISCRETION IN SETTING PLANTS 1"-3" HIGHER IN POORLY DRAINED SOILS OR USING ALTERNATIVE PLANTING DETAILS ON SHEET B. PLANING HOLE AND 130 LBS -HIGH DENSITY RED CULTIVATION THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ADEQUATE DRAINAGE POLYETHYLENE. IN HEAVY POORLY DRAINED OR IMPERVIOUS SOILS. BROWN IN COLOR LOOSEN ALL ISOLATED TREE PLANTING LOCATIONS AND PLANTING BEGS TO A MINIMUM DEPTH OF 12", SOIL AMENDMENTS SHALL BE APPLIED • 6" LANDSCAPE STAPLE DURING CULTIVATION. MIN, 2 PER TAB USE CULTIVATED AND AMENDED SOIL EXCAVATED FROM PLANING HOLE'. BACKFILL 5qL REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER, FERTILIZER MN/bDT 388 NAME: G: \ENG\SPECS\5311 DEPARTMENT ENGINEERING REVISED: 1-10 FILE PLATE: 5311 MASS PLANTING TREE PAINTING en mnmrc rrnue Lrv,en rnm, i er,nn�. PAINT TREE CIRCUMIFERANCE FROM GROUND LINE t0 FIRST MAJOR BRANCH. PLANTING PLAN RESPECT STATED DIMENSIONS BEFORE SCALING FROM PLAN, PLANT TYPE AVERAGE AMOUNT OF WATER PER APPLICATION IN GALLONS MACHINE TRANSPLANTED TREES 50 42" AND UP BARE ROOT TREES 7$ WATERING BALLED & BURLAPPE) SHRUBS TO GUIDELINES BARE ROOT OR CONTAINER SI4RU85 7 WOODY SEEDLINGS 4 PERENNIALS AND LANES $ It IS 'THE CONTRACTOR'S RESPONSIBUtt TO MONITOR AND MAINTAIN SOIL MOISTURE AT ADEQUATE BUT NOT EXCESSIVE LEVELS. THE ABOVE LISTED APPLICATI ON AMOUNTS ARE GUIDELINES, NOT REQUIREMENTS. PLANTING DETAIL I BRANCH BARK RII DEAD BRANCH LIVING BRAND C I E E 1 G D NG 0 @@RRpp H COLLAR LI X BRANCH NOTES: INCORRECT CUT (TOO CLOSE) RESULTING 7?"REDUCE COMPACTION ON ROOT SYSTEMS IN DISCONTINUOUS CALLUS FORMATION WHERE IT OCCURS BY DRILLING 50 on. (2") AFTER ONE SEASON OF GROWTH. SIAM, HOLES IN THE SOIL, t0 A DEPTH dF 450 mm BEGIN 3 FGM THE TREE LEAVING BRANCH COLLAR CORRECT CUT { TRUNK AA 2 CONTINUE. T HINTERVALS I N BUT NO THUS) RESULTING IN CONTINUOUS CONCENTRIRI C RINGS OUT TO THE PROTECTION DOUGHNUT SHAPED CALLUS FORMATION ROOT SYSTEM BRIDGE ZONE AFTER ONE SEASON OF GROWTH. 2. WATERING OF R00T DAMAGED TREES WILL BE VIBRATORY PLOW STADEQUATE REQUIRED TO MAINTAINA EQU TE BUT NOT 'EPS TO PRUNING EXCESSIVE SOIL MOISTURE To DEPTH OF i8" WTHIN THE UNDISTURBED PORTION OF IST CUT PART WAY THROUGH THE THE IMPACTED TREE pRIPLINE. BRANCH AT POINT A. 2. --THEN CUT COMPLETELY THROUGH 3.••A 6 INCH LAYER OF WOODCHIP MULCH BRANCH FROM POINT 8 TO A.PLACED OVER A TYPE III (37331 GEOTEXTILE "'"� _ FABRIC MAY BE USEb IN LIEU OF THE ROOT 3. --NOW CUT FROM POINT C TO D. _ `-ss' SYSTEM BRIDGE. a. -IIF D IS HARD TO FIND, DROP A 4.• -WHEN DE50NAMO IN THE PLAN OR WHEN VERTICALLY PLUMB LINE WN DOTO DIRECTED BY THE ENGINEER, ALL TREE ROOTS POINT X. THE ANGLE X -C -D AT THE CONSTRUCTION LIMITS SHALL BE CUT SHOULD BE APPROXIMATELY EQUAL CLEANLY (TO THE MAXIMUM DEPTH Td %-C-E. ROOT SYSTEM BRIDGE AND VIBRATOROY PLOW NECESSARY FOR CONSTRUCTION) WITH A VIBRATORY PLOW Oft OTHER APPROVED ROOT CUTTER PRIOR TO ANY EXCAVATION. ROOT ENDS EXPOSED BY EXCAVATION ACTMTIES SHALL BE IMMEDIATELY COVERED WITH A (C PRUNING NOTES: LAYER OF ADJACENT SOIL, BACKFILL, REGRADE, SOME CONIFERS OR INSTALL RETAINING WALL AS DESIGNATED J? -LEAVE BRANCH COLLAR (0 TO D) IN THE PLAN OR WHEN DIRECTED BY THE 2?*DO NOT FWSH CUT (C TO X) TUNNEL ENGINEER. 3,I -DO NOT LEAVE STUBS (S TO A) PROTECTION ZONE 5.19F CONSTRUCTION VEHICLES MUST PASS OVER ROOT ZONES, CONSTRUCT ROOT SYSTEM +.-*BEST TIME TO PRUNE IS LATE BRIDGES W M STEEL PLATE SUPPORTED ON CORRECT TOO TON TOO SLADORMANT SEASON OR EARLY SPRING WOOD TIMBERS PLACED RADIALLY TO THE SLA PRUNING CLOSE LONG SLANTED AVOID PRUNING OAKS IN APRIL, MAY, TREE TRUNK. JUN CUT JUNE OR JULY. _ 8? -IMMEDIATELY PAINT OAK WOUNDS TREE PROTECTION ZONE MADE IN APRIL. MAY, ,NNE OR JULY WITH LATEX PART OR SHELLAC. KEE DIAMETER AT - MINIMUM DISTANCE FROM 9 4.5' ABOVE GROUND FACE OF TREE TRUNK 0"-2" 2 -4 4 -B 5 -i 12 BRANCHES SMALLER THEN 2" t7 IN DIAMETER SHOULD BE CUT *WHEN UTUTY INSTALLATIONS MUST OCCUR JUST BEYOND A LATERAL BUD OR WTHIN THE TREE PROTECTION ZONE AS DEFINED ANOTHER SMALL LATERAL BRANCH. THE UTILITY INSTALLATION TUNNEL IN THE ABOVE CHART THE CONTRA�MR SHALL PRUNING SMALL BRANCHES IDEAL CUT SHOULD DE SHARP, BORE (TUNNEL UNDER TREE ROOTS THAT ARE CLEAN. AND MADE ON A SLIGHT ANGLE. TO BE PRESS THE OONTRACIOR SHALL BORE AT A MINIMUM DEPTH OF 24 BELOW THE GROUND SURFACE WTHIN THIS ZONE ROOT PROTECTION AND TRENCHING DETAILS R FURNISH AND INSTALL TEMPORARY FENCE AT THE tREE'S TRIBUNE FABRICATE 12" X S"X 3/8` SIGN WITH 0.75' RADIUS CORNERS. OR CONSTRUCTOR LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION, SIGN SHALL BE WHITE WITH BLACK LETTERING. ATTACH SIGN WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE TO POST USING 1' LENGTH WOOD SCREWS, PLACED AT 2.5° PLACE PROTECTION SIGNS ALONG FENCE AT 20' INTERVALS, AND 7.3" RESPECTIVELY FROM ME BOTTOM EDGE OF THE SIGN. SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL ANY FlLL REQUIRED WTHIN THE DRIP LINE OF TREES SHALL BE AN UNCOMPAC7E0 (WITH A COARSE SAND COMPONENT) SANDY LOAM TOPSOIL EXCESSIVE FALL MAY REQUIRE INSTALLING PERFORATED PIPE WITH AT LEAST ONIE DAYUGNTED ENO OPENING AS AN AERATI ON SYSTEM. FILL DETAIL ION DETAIL t HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE ��- 99 iSPECIFICATION,IOR REPORT WAS GLACCUM H lilt 15 D' PREPARED BY ME OR UNDER MY DESIGNED: MK 6-5-15 CITY SUBMITTAL 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: EMK 6-16-I5 CITY COMMENTS AM A DULY LICENSED 8-14-I5 CITY SUBMITTAL I Minneapolis, MIN 5 5415 LANDSCAPE ARCHITECT UNDER PROJECT NO: 215-0030 T13E LAWS OF THE STATE OF 612.758.3080 MAIN MINNESO= 15250 wAYZATAsoVI.EVARD 612.758.3099 FAX CONSTRUCTION E DOCUMNTS LANDSCAPE DETAILS SUITE 101 ALL 1 A N T www.alliant-inc.com MARK xRONBECK, PLA, ASLA QA/QC REVIEW WAYZATA, MN 55391 8-14-15 26222 FINAL �� SUBMITTAL SHEET 15 iV REVISED:1-10 I FILE NAME: G:\ENG\SPECS\5312 I DEPARTMENT I ENGINEERING PLATE: 5312 I VEGETATION! PR07EC1 Of IS PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE PLANTING HOLE DIMENSIONS (MINIMUM WIDTH DOES NOT APPLY IN MASS PLANTING BEDS) ALL VALUES ARE AS FOLLOWS: PLANT TYPE PLANT SIZE VP TO (A) MINIMUM (g) APPROXIMATE AND INCLUDING HOLE WIDTH HOLE DEPTH (1J A SLOANTNG A A PLI,LNTING. C IS(�45ENE0 8 SEEDLING (15% (149 30 s1 SEEDLING ttei (147 � MULCH � FINISHED MULCH (127 SEEDLING (237 (187 GRADE 2 B.B. (36ry (tory 12" (3 es. (az7 t 1 81 g ' " g VARIABLE CONFEROUS (41 B.B. (517 (137 '" •" -� "'"" TREES (5) spEcs\sae DEPARTMENT 5309 TYPICAL INDIVIDUAL PLANTINGS NOTES: I. -BARE ROOT PERENNIALS MUST BE INSTALLED IN THE SPRING BY JUNE iS7. IF PLANTING IN FALL, FOLLOW FALL DECIDUOUS PLANTING DATES. 7 ""ACTUAL DATES MAY CHANGE DEPENDING UPON SEASONAL CONDI110NS., AS DETERMINED BY THE ENGINEER, 3.°'PALL PLANTING MAY NOT BE RECOMMENDED OR ALLOWED, SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. THE FOLLOWING BARE ROOT PLANTS ARE NOT RECOMMENDED FOR FALL INSTALLATION: HAWMORN, RUSSIAN OLIVE, DOGWOOD, POPLAR, EXISTING GRADE [OIdYaL`49d PLANT ACCORDING TO PLANTING DETAILS, ASAPPLICABLE ON 1:2 SLOPES OR GREATER, DO NOT CONSTRUCT THE UPHILL HALF OF THE WATERING BASIN. ON WET, POORLY DRAINED SOILS, DO NOT CONSTRUCT WATERING BASIN. LNG DETAIL STALED R SEEP PLA T T SLOPES 5' FOR DECIDUOUS TREES Q FOR CONIFEROUS TREES HOLE EXCAVATION WIDTH IN ACCORDANCE WITH MINIMUM ON STANDARD PLANTING DETAILS (A) PREPARED P V\NTING BED AND BACKFILL $00. (THGROUGHLY LOCISEIVED) MULCH FINISHED GRADE PLANTING DETAIL FOR MASS PLANTING SEAS.. at ZONE I WRIGHT H+ICKBC-RRY, LINDEN, IRONWOOD, HONEYLOCR BIRCH. MOUNTAIN ASH, MAPLE , WILLOW, CAE3APPLE, vNlNDIGATES PROJECT LOCATION PLUM(CHERRY, OAKS, AND SUMAC. KEY 8PPoN0 FALL PERENIALS GOtNIFEROU.. DECIDUOUS SEEDLINGS DECIDUOUS CONIFEROUS M/tO 7 APRIOL 21 APR!) 21 APWO 21 OCT0.1 AUTp25 JUNE 15 J4NE 1 JUNE 1 JUNE 1 NOV. i SEPT. 15 MAYS APRIL? APRIL? APRIL) OGT. 10 AUG. 25 2 � i0 TO r TO 70 TO JUNE 15 MAY 17 JUNE MAY 17 NOV. 1 6 SEPT. 15 OPTIMUM PLANTING DATE ZONES IN MINNESOTA 6 PLANT HARDINESS IN CNANNASSEN IS ZONE 4b AVERAGE ANNUAL EXTREME MINIMUM TEMPERATURE RANGE FOR ZONE 4b IS -25 TO -20 DEGREES ( F) ALL PLANT STOCK SHALLBE DEEMED ACCEPTABLE FOR HARDINESS: 1.""IF ITIS HARDY TO THE MINNESOTA ZONE 44 WHERE THE PROJECT SITE 18 LOCATED AND: OR A."INLANT STOCK CAN BE DOCUMENTED AS B'"PLANT STOCK, IF GROWN OUTSIDE THE ACCEPTABLE CONTINUOUSLY GROWN FOR AT LEAST THE LAST GROWING RANGE LIMITS, CAN BE DOCUMENTED AS TWO YEARS WITHINTHEACCEPTABLE LIMITS HAVING THE SEED SOURCE AND ROOT AND GRAFT ZONES 3,4 OR 65HOWN ON THE ACCEPTABLE PLANT STOCK ORIGINATING FROM WITHIN THE, ACCEPTABLE INSTALL TILE DRAINAGE STOCK GROWING RANGE ABOVE. GROWING RANGE LIMITS. jeo- A:AEPTABLfi PLANTSF(YCK GROWING ftNNGBLbMlTB 3041GC6 U.G,OR. PCANTNARDIYEuiS£U#EMt3' i.*'FORM A DOUBLE -LAYERED C1'y.HARDWAREINDER USING 0.25" GRID 1 !+FOLD OVER THE TOP EDGE OF THE I GALVANIZED WELDED WIRE MESH ( CLOTH). HDPE (HIGH tlEN517Y POLYEINYLENE) OVE RLAP THE CUT END 2". TOWARDS THE THREE BOTTOM TABS. 2.**DRIVE TWO I' x t" OPPOSING HEARTWOOD WHITE OAK 2. -BEND THE HOPE INTO q CIRCLE WITH STAKES INTO THE GROUND ]" FROM THE CENTER OF tHE THE SLOE TABS ON THE OUTSIDE OF TREE STEM. 24" MIN: HT. FOR DECIDUOUS THE CIRCLE, 3.' -"SECURE ME MESH CYLINDER 10 THE OUTSIDE OF THE TREES ANQ 12" MIN. Ht, FOR 3."+ALIGN THE HINGES AND BEGIN STAKES USING EITHER, SCREWS AND WASHERS OR PINE TREES RATCHET -LOCKING TIES ALONG THE OVERLAP. SPACE SLIDING THE ifa' GALVANIZED W1RE APPROXIMATELY 4' ON CENTER ALONG THE OVERLAP. STAKE (WITH HOOK1 THROUGH THE HINGES TO INTQiC NECT THE HDPE * $$CREWS SHALL BE ROUND HEAD GALVANIZED i/e' DIA. x AFTER SLIDING THE WIRE THROUGH 3/4' LONG WITH WASHERS. ALL OF THE HINGES. TURN THE HOOK OR 15" WIRE MESH TOWARDS THE INSIDE OF THE HDPE. **RATCHET -LOCK TIES SMALL BE NYLON AND AT LEAST B` 4, -'PUSH THE STAKE INTO THE GROUND, LONG STAKE A MINIMUM OF 12". DRIVE SIX (( 4. -*!HOED THE LOWER EDGE OF THE MESH CYLINDER i" LANDSCAPE STAPLES B" LENGTH, 2 PER TAD) THROUGH THE HbLES IN BELOW THE SOIL SURFACE WITHOUT DISTURBING THE TREE THE 3 BOTTOM TABS AT OPPOSITE ROOTS. ANGLES TO SECURE THE HDPE TO 5.1 -CUT EDGES WILL NOT BE PERMITTED AT THE TOP OF THE THE GROUND. CYLINDER, CUT THE STAKE FLUSH W77H THE TDP OF THE CYLINDER,Si-MULCH INSTAL!. GRANULAR FILTER i '"EXCAVATE HOLE OR BED TO ALLOW PUKING THE TOP OF THE ROOT MASS 1"-3" E -EXCAVATE HOLE OR BED TO ALLOW HIGHER THAN FINISHED GRAPE. PLACING THE TOP OF ROOT MASS 1'3" 2."'INSTALL 4" MINIMUM DIAMETER DRAIN TILE HIGHER THAN FINISHED GRADE, OAYLIGHTING ATA (OWER GRADE, AS 2."AVOER 81 DIAMETER HOLES ENTIRELY APPROVED BY THE ENGINEER. THROUGH IMPERVIOUS OR POORLY 3. -COMPLETE PLANTING ACCORDING TO . DRAINED HARD PAN SOIL LAYER TO PLANTING DETAILS (SHEE7g1 ADEQUATELY DRAIN SU8541L. 3 ""THOUPoO(1GHLY BACKFILL AUGER HOLES WITH A UNIFORM INCORPORATED MIXTURE OF 60% SAND AND 50°k INPLACE SOIL. 4*°COMPLETE PLANTING ACCORDING INSTALL MINI -BERM PLANTINGDETAILS {SHEET A} NOTE: 1 "EXCAVATE HOLE OR BED 114 THE DEPTH THE NEED FOR USING ALTERNATIVE OF THE ROOT MASS, PLANTING DETAILS LAND WHICH TYPE TO 1 -SET ROOT MASS IN HOLE USE SHALL BE DETERMINED BY THE 3'"CONSTRUCT BERM WITH SANDY LOAM CONTRACTOR AND SUBJECT IS TOPSOIL. EXTEND THE BERM RASE TOA APPROVAL BY THE ENGINEER, WIDTH OF3 TIMES THE BERM HEIGIf7. 4 "COMPLETE PLANTING ACCORDING TO PLANING DETAILS (SHEET A) _ ALTERNATIVE PLANTING DETAILS FOR POORLY DRAINED SOIL SUBSIDING OR DETERIORATING MULCH StTAi-L BE ACCEPTABLE THROUGHOUT THE CONTRACT PERIOD PROVIDED THE MULCH DEPTH IS MAINTAINED ATA MINIMUM 3" DEPTH AT ALL TIMES AND UPON FINAL ACGEPTANOE, REPLACEMENT MULCH SHALL BE REQUIRED WHEN THE CONTRACTOR'S OPERATIONS HAVE CONTAMINATED THE MULCH WITH SOIL.. NOTE: I. -REMOVE MULCH PLACED TOA DEPTH GREATER THAN THAT SPECIFIED WHEN DIRECTED BY THE ENGINEER. ?.'"PULL MULCH BACK NO LESS THAN 3" AND NO MORE THAN 6" FROM THE TRUNK W x v z CENTER OF EDGE OF DEPTH OF DEPTH OF TYPE OF PLANT PLANT 7T) BRANCHING 7C7 MULCH MULCH MULCH LINE MULCFI LINE CONIFEROUS TREES VARIES 3'MIN. .}^-B° 4". 6" DECIDUOUSTREES S'PAIN. NtA 4"-E" 4'-8" CONIFEROUS SHRUBS VARIES 3'MIN. T. 4" d"-8' DECIDUOUS SHRUBS 3' MIN. NIA 4"-6" 4"-6" VINES 2! MIN, 1NlA 4"-B" d" -B" PERENUL.S VARf£3 2' MIN. 2".4" 4° tv1ACHRE3RANSPLANYED LASES 12"BL-`POND EDGE OF HDLG 4"-6' A"-6" biLkGt[ PIACEA!ENt DEYA6,Qum REVISED; I FILE NAME: ENGINEERING I PLATE: PLANTING DETAILS FOR 3-14 G:\ENG\SPECS\5310 DEPARTMENT 5310 STEEP SLOPES/MASS BED PLANTINGS WITHIN THE CYLINDER SHALL NOT EXCEED 3' DEPTH AND SHALL BE 1 'COMPOST MnJDOT 3890 CIRCUMFERENCE FROM GROUND UNE TO 15T MAJOR BRANCH. 10', 2,2 LB. FLANGED CHANNEL STEEL SIGN POST (Mn/b07 3401) OR APPROVED EQUAL. MULCH LOOSENED SOIL FINISHED GRADE APPLICABLE W DECIDUOUS TREES OVER 4" CALIPER AND EVERGREEN TREES OVER 10' HT, FOLD LINE SPECIFIED IN MULCH PLACEMENT DETAIL. DETAIL 4 " MULCH MATERIAL Mn/DOT 3882 TYPE 6 UNLESS OTHERWISE SPECIFIED. Y --THE BOTTOM WHORL OF PINE BRANCHES MAY HAVE TO BE 6,"*THE BOTTOM WHORL OF PINE HINGE REMOVED TO PERMIT INSTALLATION OF 12 MIN, HDGHT BRANCHES MAY HAVE TO BE RODENT GUARDS. REMOVED TO PERMIT INSTALLATION ,��4^, ® - - ® - OF 12' MIN, HEIGHT RODENT GUARDS, 7 7 INSTALL ON ALL DECIDUOUS AND PINE TREES. DO NOT INSTALL ON SPRUCE TREES. 7.i -INSTALL ON ALL DECIDUOUS AND PIE TREES, DO ST ON N T NOT INSTALL SPRUCE TREES. i �Y) a ( 0M'Ti 0TAB TYP,) II , RODENT PROTECTION DETAIL (OPTION 1) 9 .: * 2 P SIZE FOR DECIDUOUS TREES ' 12" SIZE FOR ` DO "1 15" a} MF CONIFEROUS TREES. l 85.25• PREVAILING WIND "D 3.25" MIN. I. --USE SEAMLESS,EXTRUDED. TWIN -WALL, RIGIDANDYSEENMI RTUBESAMS M'EENTA LASER RODENT PROTECTION DETAIL (OPTION 2) NETTING LINE PERFORATION AND AN LASER UNEZ OUTWARD -FLARED TOP RIM, PERFORATON Z --SECURE THE SHELTER WITH NYLON NOTES: TUBE SHELTER RACHET -LOCKING PES ATTACHED TO A 1. --STEEL POSTS TO BE NOTCHED OR DRILLED TO $gT7AAJ7$� 1" x 1" WHITE OAK STAKE TO PREVENT RETAIN GUY WIRES. PLACE OUTSIDE OF ROOT (LENGTH VARltsj DISLODGING OR TWISTING IMBED THE BALL. DRIVE PLUMB REGARDLESS OF GROUND BOTTOM OF THE TUBE A MINIMUM OF SLOPE. I" BELOW THE SOIL SURFACE WITHOUT 7' ROLLED STEEL RELEASABLE DISTURBING THE TREE ROOTS, Z -'REQUESTS TO SUBSTITUTE RUBBER HOSE AND POST (MB/DOT 3403 RATCHET TIE TO ( » WIREAPPROVED,GUYING SYSTEMS WILL NOT BE OR APPROVED EQUAL. SECURE STAKE IN *1" MI 3. INSTALL A PLASTIC PHOTODEGRAOABLE NETTING COVER AND SLEEVE OVER THE 3.raTREE STAKING IS NOT REQUIRED UNLESS 16" LONG FORMED TUBE RECESS 7pP OF THE NBE TO PREVENT SPECIFIED OR NECESSARY TO MAINTAIN TREES POLYPROPYLENE OR i ENTRAPMENT OF BIRDS. PULL NETTINGIN A PLUMB CONDITION WHERE VANDAUSA POLYETHYLENE 40 MIL, DOWN AS SHOWN. SOIL OR WIND CONDITIONS ARE A PROBLEM, 1,5' 'NDE STRAPS. OR AS REQUESTED BY THE ENGINEER. ATTACH WIN 10 go WIRE, SEEDLING TREE SHELTER DETAIL 4 -"REMOVE AFTER CNE YEAR. .aa Y.i PAINT TREEaff OF PLANTING SOIL CHm ""'DISTURBED SAIL )SENED SOIL WITH SOIL AMENDMENTS ISHED SOIL ELEVATION 121L. N, 12" LOOSENED W,TM SOIL AMENDMENTS _..DISTURBED SOIL 8.**MULCH WITHIN THE CYLINDER SHALL NOT EXCEED 3" 12" MIN, PULLED BACK FROM THE TRUNK AS WP TAB DEPTH AND SHALL BE PULLED BACK FROM THE TRUNK AS SPECIFIED IN MULCH PLACEMENT .A LARGE LATERAL BRANCH. D DROP CROTCH OR CUTTING BACK SIGNIFlCANT TREES NEAR THE PROPOSED CONSTRUCTION LIMITS WILL BE IDENTIFIED IN THE PLAN OR BY THE ENGINEER AND PRESERVED BY THE CONTRACTOR. NOTES: I. --PLACE THE TEMPORARY FENCE 2.-'72EDUCE SLOPE ROUNDING WHERE ROOT ZONES WILL BE DISTURBED BY NORMAL SLOPE ROUNDING, AS APPROVED BY THE ENGINEER. 3.^VARY BACK SLOPE STEEPNESS TO AVOID TREE LOSS OR UNNECESSARY ROOT DAMAGE, AS APPROVED BY THE ENGINEER, TEMPORARY FENCE REbUCED ROUNDING 7- NORMAL ROUNDING COLLAR DROP CROTCH PRUNING IS B USED FOR REDUCING THE A HEIGHT OR LENGTH OF MAIN C STEMS OR BRANCHES BY CUTTING BACK TO STANDARD TREE STAKING /GUYING DETAIL I^ MIN. Hr, FOR D€c!Duous GENERAL NOTES ZEES AND 12" MIN. HL FOR vE TREES SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. 1/4" GALVANIZED WIRE THE PLANTING DETAILS REPRESENT ADEQUATELY GRAINED SOIL STAKE WITH HOOK CONDITIONS. THE CONTRACTOR SHOULD EXERCISE DISCRETION IN SETTING PLANTS 1"-3" HIGHER IN POORLY DRAINED SOILS OR USING ALTERNATIVE PLANTING DETAILS ON SHEET B. PLANING HOLE AND 130 LBS -HIGH DENSITY RED CULTIVATION THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ADEQUATE DRAINAGE POLYETHYLENE. IN HEAVY POORLY DRAINED OR IMPERVIOUS SOILS. BROWN IN COLOR LOOSEN ALL ISOLATED TREE PLANTING LOCATIONS AND PLANTING BEGS TO A MINIMUM DEPTH OF 12", SOIL AMENDMENTS SHALL BE APPLIED • 6" LANDSCAPE STAPLE DURING CULTIVATION. MIN, 2 PER TAB USE CULTIVATED AND AMENDED SOIL EXCAVATED FROM PLANING HOLE'. BACKFILL 5qL REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER, FERTILIZER MN/bDT 388 NAME: G: \ENG\SPECS\5311 DEPARTMENT ENGINEERING REVISED: 1-10 FILE PLATE: 5311 MASS PLANTING TREE PAINTING en mnmrc rrnue Lrv,en rnm, i er,nn�. PAINT TREE CIRCUMIFERANCE FROM GROUND LINE t0 FIRST MAJOR BRANCH. PLANTING PLAN RESPECT STATED DIMENSIONS BEFORE SCALING FROM PLAN, PLANT TYPE AVERAGE AMOUNT OF WATER PER APPLICATION IN GALLONS MACHINE TRANSPLANTED TREES 50 42" AND UP BARE ROOT TREES 7$ WATERING BALLED & BURLAPPE) SHRUBS TO GUIDELINES BARE ROOT OR CONTAINER SI4RU85 7 WOODY SEEDLINGS 4 PERENNIALS AND LANES $ It IS 'THE CONTRACTOR'S RESPONSIBUtt TO MONITOR AND MAINTAIN SOIL MOISTURE AT ADEQUATE BUT NOT EXCESSIVE LEVELS. THE ABOVE LISTED APPLICATI ON AMOUNTS ARE GUIDELINES, NOT REQUIREMENTS. PLANTING DETAIL I BRANCH BARK RII DEAD BRANCH LIVING BRAND C I E E 1 G D NG 0 @@RRpp H COLLAR LI X BRANCH NOTES: INCORRECT CUT (TOO CLOSE) RESULTING 7?"REDUCE COMPACTION ON ROOT SYSTEMS IN DISCONTINUOUS CALLUS FORMATION WHERE IT OCCURS BY DRILLING 50 on. (2") AFTER ONE SEASON OF GROWTH. SIAM, HOLES IN THE SOIL, t0 A DEPTH dF 450 mm BEGIN 3 FGM THE TREE LEAVING BRANCH COLLAR CORRECT CUT { TRUNK AA 2 CONTINUE. T HINTERVALS I N BUT NO THUS) RESULTING IN CONTINUOUS CONCENTRIRI C RINGS OUT TO THE PROTECTION DOUGHNUT SHAPED CALLUS FORMATION ROOT SYSTEM BRIDGE ZONE AFTER ONE SEASON OF GROWTH. 2. WATERING OF R00T DAMAGED TREES WILL BE VIBRATORY PLOW STADEQUATE REQUIRED TO MAINTAINA EQU TE BUT NOT 'EPS TO PRUNING EXCESSIVE SOIL MOISTURE To DEPTH OF i8" WTHIN THE UNDISTURBED PORTION OF IST CUT PART WAY THROUGH THE THE IMPACTED TREE pRIPLINE. BRANCH AT POINT A. 2. --THEN CUT COMPLETELY THROUGH 3.••A 6 INCH LAYER OF WOODCHIP MULCH BRANCH FROM POINT 8 TO A.PLACED OVER A TYPE III (37331 GEOTEXTILE "'"� _ FABRIC MAY BE USEb IN LIEU OF THE ROOT 3. --NOW CUT FROM POINT C TO D. _ `-ss' SYSTEM BRIDGE. a. -IIF D IS HARD TO FIND, DROP A 4.• -WHEN DE50NAMO IN THE PLAN OR WHEN VERTICALLY PLUMB LINE WN DOTO DIRECTED BY THE ENGINEER, ALL TREE ROOTS POINT X. THE ANGLE X -C -D AT THE CONSTRUCTION LIMITS SHALL BE CUT SHOULD BE APPROXIMATELY EQUAL CLEANLY (TO THE MAXIMUM DEPTH Td %-C-E. ROOT SYSTEM BRIDGE AND VIBRATOROY PLOW NECESSARY FOR CONSTRUCTION) WITH A VIBRATORY PLOW Oft OTHER APPROVED ROOT CUTTER PRIOR TO ANY EXCAVATION. ROOT ENDS EXPOSED BY EXCAVATION ACTMTIES SHALL BE IMMEDIATELY COVERED WITH A (C PRUNING NOTES: LAYER OF ADJACENT SOIL, BACKFILL, REGRADE, SOME CONIFERS OR INSTALL RETAINING WALL AS DESIGNATED J? -LEAVE BRANCH COLLAR (0 TO D) IN THE PLAN OR WHEN DIRECTED BY THE 2?*DO NOT FWSH CUT (C TO X) TUNNEL ENGINEER. 3,I -DO NOT LEAVE STUBS (S TO A) PROTECTION ZONE 5.19F CONSTRUCTION VEHICLES MUST PASS OVER ROOT ZONES, CONSTRUCT ROOT SYSTEM +.-*BEST TIME TO PRUNE IS LATE BRIDGES W M STEEL PLATE SUPPORTED ON CORRECT TOO TON TOO SLADORMANT SEASON OR EARLY SPRING WOOD TIMBERS PLACED RADIALLY TO THE SLA PRUNING CLOSE LONG SLANTED AVOID PRUNING OAKS IN APRIL, MAY, TREE TRUNK. JUN CUT JUNE OR JULY. _ 8? -IMMEDIATELY PAINT OAK WOUNDS TREE PROTECTION ZONE MADE IN APRIL. MAY, ,NNE OR JULY WITH LATEX PART OR SHELLAC. KEE DIAMETER AT - MINIMUM DISTANCE FROM 9 4.5' ABOVE GROUND FACE OF TREE TRUNK 0"-2" 2 -4 4 -B 5 -i 12 BRANCHES SMALLER THEN 2" t7 IN DIAMETER SHOULD BE CUT *WHEN UTUTY INSTALLATIONS MUST OCCUR JUST BEYOND A LATERAL BUD OR WTHIN THE TREE PROTECTION ZONE AS DEFINED ANOTHER SMALL LATERAL BRANCH. THE UTILITY INSTALLATION TUNNEL IN THE ABOVE CHART THE CONTRA�MR SHALL PRUNING SMALL BRANCHES IDEAL CUT SHOULD DE SHARP, BORE (TUNNEL UNDER TREE ROOTS THAT ARE CLEAN. AND MADE ON A SLIGHT ANGLE. TO BE PRESS THE OONTRACIOR SHALL BORE AT A MINIMUM DEPTH OF 24 BELOW THE GROUND SURFACE WTHIN THIS ZONE ROOT PROTECTION AND TRENCHING DETAILS R FURNISH AND INSTALL TEMPORARY FENCE AT THE tREE'S TRIBUNE FABRICATE 12" X S"X 3/8` SIGN WITH 0.75' RADIUS CORNERS. OR CONSTRUCTOR LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION, SIGN SHALL BE WHITE WITH BLACK LETTERING. ATTACH SIGN WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE TO POST USING 1' LENGTH WOOD SCREWS, PLACED AT 2.5° PLACE PROTECTION SIGNS ALONG FENCE AT 20' INTERVALS, AND 7.3" RESPECTIVELY FROM ME BOTTOM EDGE OF THE SIGN. SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL ANY FlLL REQUIRED WTHIN THE DRIP LINE OF TREES SHALL BE AN UNCOMPAC7E0 (WITH A COARSE SAND COMPONENT) SANDY LOAM TOPSOIL EXCESSIVE FALL MAY REQUIRE INSTALLING PERFORATED PIPE WITH AT LEAST ONIE DAYUGNTED ENO OPENING AS AN AERATI ON SYSTEM. FILL DETAIL ION DETAIL t HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE ��- 99 iSPECIFICATION,IOR REPORT WAS GLACCUM H lilt 15 D' PREPARED BY ME OR UNDER MY DESIGNED: MK 6-5-15 CITY SUBMITTAL 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: EMK 6-16-I5 CITY COMMENTS AM A DULY LICENSED 8-14-I5 CITY SUBMITTAL I Minneapolis, MIN 5 5415 LANDSCAPE ARCHITECT UNDER PROJECT NO: 215-0030 T13E LAWS OF THE STATE OF 612.758.3080 MAIN MINNESO= 15250 wAYZATAsoVI.EVARD 612.758.3099 FAX CONSTRUCTION E DOCUMNTS LANDSCAPE DETAILS SUITE 101 ALL 1 A N T www.alliant-inc.com MARK xRONBECK, PLA, ASLA QA/QC REVIEW WAYZATA, MN 55391 8-14-15 26222 FINAL �� SUBMITTAL SHEET 15 iV REVISED:1-10 I FILE NAME: G:\ENG\SPECS\5312 I DEPARTMENT I ENGINEERING PLATE: 5312 I VEGETATION! PR07EC1 Of IS PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE PLANTING HOLE DIMENSIONS (MINIMUM WIDTH DOES NOT APPLY IN MASS PLANTING BEDS) ALL VALUES ARE AS FOLLOWS: PLANT TYPE PLANT SIZE VP TO (A) MINIMUM (g) APPROXIMATE AND INCLUDING HOLE WIDTH HOLE DEPTH (1J A SLOANTNG A A PLI,LNTING. C IS(�45ENE0 8 SEEDLING (15% (149 30 s1 SEEDLING ttei (147 � MULCH � FINISHED MULCH (127 SEEDLING (237 (187 GRADE 2 B.B. (36ry (tory 12" (3 es. (az7 t 1 81 g ' " g VARIABLE CONFEROUS (41 B.B. (517 (137 '" •" -� "'"" TREES (5) EXISTING GRADE [OIdYaL`49d PLANT ACCORDING TO PLANTING DETAILS, ASAPPLICABLE ON 1:2 SLOPES OR GREATER, DO NOT CONSTRUCT THE UPHILL HALF OF THE WATERING BASIN. ON WET, POORLY DRAINED SOILS, DO NOT CONSTRUCT WATERING BASIN. LNG DETAIL STALED R SEEP PLA T T SLOPES 5' FOR DECIDUOUS TREES Q FOR CONIFEROUS TREES HOLE EXCAVATION WIDTH IN ACCORDANCE WITH MINIMUM ON STANDARD PLANTING DETAILS (A) PREPARED P V\NTING BED AND BACKFILL $00. (THGROUGHLY LOCISEIVED) MULCH FINISHED GRADE PLANTING DETAIL FOR MASS PLANTING SEAS.. at ZONE I WRIGHT H+ICKBC-RRY, LINDEN, IRONWOOD, HONEYLOCR BIRCH. MOUNTAIN ASH, MAPLE , WILLOW, CAE3APPLE, vNlNDIGATES PROJECT LOCATION PLUM(CHERRY, OAKS, AND SUMAC. KEY 8PPoN0 FALL PERENIALS GOtNIFEROU.. DECIDUOUS SEEDLINGS DECIDUOUS CONIFEROUS M/tO 7 APRIOL 21 APR!) 21 APWO 21 OCT0.1 AUTp25 JUNE 15 J4NE 1 JUNE 1 JUNE 1 NOV. i SEPT. 15 MAYS APRIL? APRIL? APRIL) OGT. 10 AUG. 25 2 � i0 TO r TO 70 TO JUNE 15 MAY 17 JUNE MAY 17 NOV. 1 6 SEPT. 15 OPTIMUM PLANTING DATE ZONES IN MINNESOTA 6 PLANT HARDINESS IN CNANNASSEN IS ZONE 4b AVERAGE ANNUAL EXTREME MINIMUM TEMPERATURE RANGE FOR ZONE 4b IS -25 TO -20 DEGREES ( F) ALL PLANT STOCK SHALLBE DEEMED ACCEPTABLE FOR HARDINESS: 1.""IF ITIS HARDY TO THE MINNESOTA ZONE 44 WHERE THE PROJECT SITE 18 LOCATED AND: OR A."INLANT STOCK CAN BE DOCUMENTED AS B'"PLANT STOCK, IF GROWN OUTSIDE THE ACCEPTABLE CONTINUOUSLY GROWN FOR AT LEAST THE LAST GROWING RANGE LIMITS, CAN BE DOCUMENTED AS TWO YEARS WITHINTHEACCEPTABLE LIMITS HAVING THE SEED SOURCE AND ROOT AND GRAFT ZONES 3,4 OR 65HOWN ON THE ACCEPTABLE PLANT STOCK ORIGINATING FROM WITHIN THE, ACCEPTABLE INSTALL TILE DRAINAGE STOCK GROWING RANGE ABOVE. GROWING RANGE LIMITS. jeo- A:AEPTABLfi PLANTSF(YCK GROWING ftNNGBLbMlTB 3041GC6 U.G,OR. PCANTNARDIYEuiS£U#EMt3' i.*'FORM A DOUBLE -LAYERED C1'y.HARDWAREINDER USING 0.25" GRID 1 !+FOLD OVER THE TOP EDGE OF THE I GALVANIZED WELDED WIRE MESH ( CLOTH). HDPE (HIGH tlEN517Y POLYEINYLENE) OVE RLAP THE CUT END 2". TOWARDS THE THREE BOTTOM TABS. 2.**DRIVE TWO I' x t" OPPOSING HEARTWOOD WHITE OAK 2. -BEND THE HOPE INTO q CIRCLE WITH STAKES INTO THE GROUND ]" FROM THE CENTER OF tHE THE SLOE TABS ON THE OUTSIDE OF TREE STEM. 24" MIN: HT. FOR DECIDUOUS THE CIRCLE, 3.' -"SECURE ME MESH CYLINDER 10 THE OUTSIDE OF THE TREES ANQ 12" MIN. Ht, FOR 3."+ALIGN THE HINGES AND BEGIN STAKES USING EITHER, SCREWS AND WASHERS OR PINE TREES RATCHET -LOCKING TIES ALONG THE OVERLAP. SPACE SLIDING THE ifa' GALVANIZED W1RE APPROXIMATELY 4' ON CENTER ALONG THE OVERLAP. STAKE (WITH HOOK1 THROUGH THE HINGES TO INTQiC NECT THE HDPE * $$CREWS SHALL BE ROUND HEAD GALVANIZED i/e' DIA. x AFTER SLIDING THE WIRE THROUGH 3/4' LONG WITH WASHERS. ALL OF THE HINGES. TURN THE HOOK OR 15" WIRE MESH TOWARDS THE INSIDE OF THE HDPE. **RATCHET -LOCK TIES SMALL BE NYLON AND AT LEAST B` 4, -'PUSH THE STAKE INTO THE GROUND, LONG STAKE A MINIMUM OF 12". DRIVE SIX (( 4. -*!HOED THE LOWER EDGE OF THE MESH CYLINDER i" LANDSCAPE STAPLES B" LENGTH, 2 PER TAD) THROUGH THE HbLES IN BELOW THE SOIL SURFACE WITHOUT DISTURBING THE TREE THE 3 BOTTOM TABS AT OPPOSITE ROOTS. ANGLES TO SECURE THE HDPE TO 5.1 -CUT EDGES WILL NOT BE PERMITTED AT THE TOP OF THE THE GROUND. CYLINDER, CUT THE STAKE FLUSH W77H THE TDP OF THE CYLINDER,Si-MULCH INSTAL!. GRANULAR FILTER i '"EXCAVATE HOLE OR BED TO ALLOW PUKING THE TOP OF THE ROOT MASS 1"-3" E -EXCAVATE HOLE OR BED TO ALLOW HIGHER THAN FINISHED GRAPE. PLACING THE TOP OF ROOT MASS 1'3" 2."'INSTALL 4" MINIMUM DIAMETER DRAIN TILE HIGHER THAN FINISHED GRADE, OAYLIGHTING ATA (OWER GRADE, AS 2."AVOER 81 DIAMETER HOLES ENTIRELY APPROVED BY THE ENGINEER. THROUGH IMPERVIOUS OR POORLY 3. -COMPLETE PLANTING ACCORDING TO . DRAINED HARD PAN SOIL LAYER TO PLANTING DETAILS (SHEE7g1 ADEQUATELY DRAIN SU8541L. 3 ""THOUPoO(1GHLY BACKFILL AUGER HOLES WITH A UNIFORM INCORPORATED MIXTURE OF 60% SAND AND 50°k INPLACE SOIL. 4*°COMPLETE PLANTING ACCORDING INSTALL MINI -BERM PLANTINGDETAILS {SHEET A} NOTE: 1 "EXCAVATE HOLE OR BED 114 THE DEPTH THE NEED FOR USING ALTERNATIVE OF THE ROOT MASS, PLANTING DETAILS LAND WHICH TYPE TO 1 -SET ROOT MASS IN HOLE USE SHALL BE DETERMINED BY THE 3'"CONSTRUCT BERM WITH SANDY LOAM CONTRACTOR AND SUBJECT IS TOPSOIL. EXTEND THE BERM RASE TOA APPROVAL BY THE ENGINEER, WIDTH OF3 TIMES THE BERM HEIGIf7. 4 "COMPLETE PLANTING ACCORDING TO PLANING DETAILS (SHEET A) _ ALTERNATIVE PLANTING DETAILS FOR POORLY DRAINED SOIL SUBSIDING OR DETERIORATING MULCH StTAi-L BE ACCEPTABLE THROUGHOUT THE CONTRACT PERIOD PROVIDED THE MULCH DEPTH IS MAINTAINED ATA MINIMUM 3" DEPTH AT ALL TIMES AND UPON FINAL ACGEPTANOE, REPLACEMENT MULCH SHALL BE REQUIRED WHEN THE CONTRACTOR'S OPERATIONS HAVE CONTAMINATED THE MULCH WITH SOIL.. NOTE: I. -REMOVE MULCH PLACED TOA DEPTH GREATER THAN THAT SPECIFIED WHEN DIRECTED BY THE ENGINEER. ?.'"PULL MULCH BACK NO LESS THAN 3" AND NO MORE THAN 6" FROM THE TRUNK W x v z CENTER OF EDGE OF DEPTH OF DEPTH OF TYPE OF PLANT PLANT 7T) BRANCHING 7C7 MULCH MULCH MULCH LINE MULCFI LINE CONIFEROUS TREES VARIES 3'MIN. .}^-B° 4". 6" DECIDUOUSTREES S'PAIN. NtA 4"-E" 4'-8" CONIFEROUS SHRUBS VARIES 3'MIN. T. 4" d"-8' DECIDUOUS SHRUBS 3' MIN. NIA 4"-6" 4"-6" VINES 2! MIN, 1NlA 4"-B" d" -B" PERENUL.S VARf£3 2' MIN. 2".4" 4° tv1ACHRE3RANSPLANYED LASES 12"BL-`POND EDGE OF HDLG 4"-6' A"-6" biLkGt[ PIACEA!ENt DEYA6,Qum REVISED; I FILE NAME: ENGINEERING I PLATE: PLANTING DETAILS FOR 3-14 G:\ENG\SPECS\5310 DEPARTMENT 5310 STEEP SLOPES/MASS BED PLANTINGS WITHIN THE CYLINDER SHALL NOT EXCEED 3' DEPTH AND SHALL BE 1 'COMPOST MnJDOT 3890 CIRCUMFERENCE FROM GROUND UNE TO 15T MAJOR BRANCH. 10', 2,2 LB. FLANGED CHANNEL STEEL SIGN POST (Mn/b07 3401) OR APPROVED EQUAL. MULCH LOOSENED SOIL FINISHED GRADE APPLICABLE W DECIDUOUS TREES OVER 4" CALIPER AND EVERGREEN TREES OVER 10' HT, FOLD LINE SPECIFIED IN MULCH PLACEMENT DETAIL. DETAIL 4 " MULCH MATERIAL Mn/DOT 3882 TYPE 6 UNLESS OTHERWISE SPECIFIED. Y --THE BOTTOM WHORL OF PINE BRANCHES MAY HAVE TO BE 6,"*THE BOTTOM WHORL OF PINE HINGE REMOVED TO PERMIT INSTALLATION OF 12 MIN, HDGHT BRANCHES MAY HAVE TO BE RODENT GUARDS. REMOVED TO PERMIT INSTALLATION ,��4^, ® - - ® - OF 12' MIN, HEIGHT RODENT GUARDS, 7 7 INSTALL ON ALL DECIDUOUS AND PINE TREES. DO NOT INSTALL ON SPRUCE TREES. 7.i -INSTALL ON ALL DECIDUOUS AND PIE TREES, DO ST ON N T NOT INSTALL SPRUCE TREES. i �Y) a ( 0M'Ti 0TAB TYP,) II , RODENT PROTECTION DETAIL (OPTION 1) 9 .: * 2 P SIZE FOR DECIDUOUS TREES ' 12" SIZE FOR ` DO "1 15" a} MF CONIFEROUS TREES. l 85.25• PREVAILING WIND "D 3.25" MIN. I. --USE SEAMLESS,EXTRUDED. TWIN -WALL, RIGIDANDYSEENMI RTUBESAMS M'EENTA LASER RODENT PROTECTION DETAIL (OPTION 2) NETTING LINE PERFORATION AND AN LASER UNEZ OUTWARD -FLARED TOP RIM, PERFORATON Z --SECURE THE SHELTER WITH NYLON NOTES: TUBE SHELTER RACHET -LOCKING PES ATTACHED TO A 1. --STEEL POSTS TO BE NOTCHED OR DRILLED TO $gT7AAJ7$� 1" x 1" WHITE OAK STAKE TO PREVENT RETAIN GUY WIRES. PLACE OUTSIDE OF ROOT (LENGTH VARltsj DISLODGING OR TWISTING IMBED THE BALL. DRIVE PLUMB REGARDLESS OF GROUND BOTTOM OF THE TUBE A MINIMUM OF SLOPE. I" BELOW THE SOIL SURFACE WITHOUT 7' ROLLED STEEL RELEASABLE DISTURBING THE TREE ROOTS, Z -'REQUESTS TO SUBSTITUTE RUBBER HOSE AND POST (MB/DOT 3403 RATCHET TIE TO ( » WIREAPPROVED,GUYING SYSTEMS WILL NOT BE OR APPROVED EQUAL. SECURE STAKE IN *1" MI 3. INSTALL A PLASTIC PHOTODEGRAOABLE NETTING COVER AND SLEEVE OVER THE 3.raTREE STAKING IS NOT REQUIRED UNLESS 16" LONG FORMED TUBE RECESS 7pP OF THE NBE TO PREVENT SPECIFIED OR NECESSARY TO MAINTAIN TREES POLYPROPYLENE OR i ENTRAPMENT OF BIRDS. PULL NETTINGIN A PLUMB CONDITION WHERE VANDAUSA POLYETHYLENE 40 MIL, DOWN AS SHOWN. SOIL OR WIND CONDITIONS ARE A PROBLEM, 1,5' 'NDE STRAPS. OR AS REQUESTED BY THE ENGINEER. ATTACH WIN 10 go WIRE, SEEDLING TREE SHELTER DETAIL 4 -"REMOVE AFTER CNE YEAR. .aa Y.i PAINT TREEaff OF PLANTING SOIL CHm ""'DISTURBED SAIL )SENED SOIL WITH SOIL AMENDMENTS ISHED SOIL ELEVATION 121L. N, 12" LOOSENED W,TM SOIL AMENDMENTS _..DISTURBED SOIL 8.**MULCH WITHIN THE CYLINDER SHALL NOT EXCEED 3" 12" MIN, PULLED BACK FROM THE TRUNK AS WP TAB DEPTH AND SHALL BE PULLED BACK FROM THE TRUNK AS SPECIFIED IN MULCH PLACEMENT .A LARGE LATERAL BRANCH. D DROP CROTCH OR CUTTING BACK SIGNIFlCANT TREES NEAR THE PROPOSED CONSTRUCTION LIMITS WILL BE IDENTIFIED IN THE PLAN OR BY THE ENGINEER AND PRESERVED BY THE CONTRACTOR. NOTES: I. --PLACE THE TEMPORARY FENCE 2.-'72EDUCE SLOPE ROUNDING WHERE ROOT ZONES WILL BE DISTURBED BY NORMAL SLOPE ROUNDING, AS APPROVED BY THE ENGINEER. 3.^VARY BACK SLOPE STEEPNESS TO AVOID TREE LOSS OR UNNECESSARY ROOT DAMAGE, AS APPROVED BY THE ENGINEER, TEMPORARY FENCE REbUCED ROUNDING 7- NORMAL ROUNDING COLLAR DROP CROTCH PRUNING IS B USED FOR REDUCING THE A HEIGHT OR LENGTH OF MAIN C STEMS OR BRANCHES BY CUTTING BACK TO STANDARD TREE STAKING /GUYING DETAIL I^ MIN. Hr, FOR D€c!Duous GENERAL NOTES ZEES AND 12" MIN. HL FOR vE TREES SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. 1/4" GALVANIZED WIRE THE PLANTING DETAILS REPRESENT ADEQUATELY GRAINED SOIL STAKE WITH HOOK CONDITIONS. THE CONTRACTOR SHOULD EXERCISE DISCRETION IN SETTING PLANTS 1"-3" HIGHER IN POORLY DRAINED SOILS OR USING ALTERNATIVE PLANTING DETAILS ON SHEET B. PLANING HOLE AND 130 LBS -HIGH DENSITY RED CULTIVATION THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ADEQUATE DRAINAGE POLYETHYLENE. IN HEAVY POORLY DRAINED OR IMPERVIOUS SOILS. BROWN IN COLOR LOOSEN ALL ISOLATED TREE PLANTING LOCATIONS AND PLANTING BEGS TO A MINIMUM DEPTH OF 12", SOIL AMENDMENTS SHALL BE APPLIED • 6" LANDSCAPE STAPLE DURING CULTIVATION. MIN, 2 PER TAB USE CULTIVATED AND AMENDED SOIL EXCAVATED FROM PLANING HOLE'. BACKFILL 5qL REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER, FERTILIZER MN/bDT 388 NAME: G: \ENG\SPECS\5311 DEPARTMENT ENGINEERING REVISED: 1-10 FILE PLATE: 5311 MASS PLANTING TREE PAINTING en mnmrc rrnue Lrv,en rnm, i er,nn�. PAINT TREE CIRCUMIFERANCE FROM GROUND LINE t0 FIRST MAJOR BRANCH. PLANTING PLAN RESPECT STATED DIMENSIONS BEFORE SCALING FROM PLAN, PLANT TYPE AVERAGE AMOUNT OF WATER PER APPLICATION IN GALLONS MACHINE TRANSPLANTED TREES 50 42" AND UP BARE ROOT TREES 7$ WATERING BALLED & BURLAPPE) SHRUBS TO GUIDELINES BARE ROOT OR CONTAINER SI4RU85 7 WOODY SEEDLINGS 4 PERENNIALS AND LANES $ It IS 'THE CONTRACTOR'S RESPONSIBUtt TO MONITOR AND MAINTAIN SOIL MOISTURE AT ADEQUATE BUT NOT EXCESSIVE LEVELS. THE ABOVE LISTED APPLICATI ON AMOUNTS ARE GUIDELINES, NOT REQUIREMENTS. PLANTING DETAIL I BRANCH BARK RII DEAD BRANCH LIVING BRAND C I E E 1 G D NG 0 @@RRpp H COLLAR LI X BRANCH NOTES: INCORRECT CUT (TOO CLOSE) RESULTING 7?"REDUCE COMPACTION ON ROOT SYSTEMS IN DISCONTINUOUS CALLUS FORMATION WHERE IT OCCURS BY DRILLING 50 on. (2") AFTER ONE SEASON OF GROWTH. SIAM, HOLES IN THE SOIL, t0 A DEPTH dF 450 mm BEGIN 3 FGM THE TREE LEAVING BRANCH COLLAR CORRECT CUT { TRUNK AA 2 CONTINUE. T HINTERVALS I N BUT NO THUS) RESULTING IN CONTINUOUS CONCENTRIRI C RINGS OUT TO THE PROTECTION DOUGHNUT SHAPED CALLUS FORMATION ROOT SYSTEM BRIDGE ZONE AFTER ONE SEASON OF GROWTH. 2. WATERING OF R00T DAMAGED TREES WILL BE VIBRATORY PLOW STADEQUATE REQUIRED TO MAINTAINA EQU TE BUT NOT 'EPS TO PRUNING EXCESSIVE SOIL MOISTURE To DEPTH OF i8" WTHIN THE UNDISTURBED PORTION OF IST CUT PART WAY THROUGH THE THE IMPACTED TREE pRIPLINE. BRANCH AT POINT A. 2. --THEN CUT COMPLETELY THROUGH 3.••A 6 INCH LAYER OF WOODCHIP MULCH BRANCH FROM POINT 8 TO A.PLACED OVER A TYPE III (37331 GEOTEXTILE "'"� _ FABRIC MAY BE USEb IN LIEU OF THE ROOT 3. --NOW CUT FROM POINT C TO D. _ `-ss' SYSTEM BRIDGE. a. -IIF D IS HARD TO FIND, DROP A 4.• -WHEN DE50NAMO IN THE PLAN OR WHEN VERTICALLY PLUMB LINE WN DOTO DIRECTED BY THE ENGINEER, ALL TREE ROOTS POINT X. THE ANGLE X -C -D AT THE CONSTRUCTION LIMITS SHALL BE CUT SHOULD BE APPROXIMATELY EQUAL CLEANLY (TO THE MAXIMUM DEPTH Td %-C-E. ROOT SYSTEM BRIDGE AND VIBRATOROY PLOW NECESSARY FOR CONSTRUCTION) WITH A VIBRATORY PLOW Oft OTHER APPROVED ROOT CUTTER PRIOR TO ANY EXCAVATION. ROOT ENDS EXPOSED BY EXCAVATION ACTMTIES SHALL BE IMMEDIATELY COVERED WITH A (C PRUNING NOTES: LAYER OF ADJACENT SOIL, BACKFILL, REGRADE, SOME CONIFERS OR INSTALL RETAINING WALL AS DESIGNATED J? -LEAVE BRANCH COLLAR (0 TO D) IN THE PLAN OR WHEN DIRECTED BY THE 2?*DO NOT FWSH CUT (C TO X) TUNNEL ENGINEER. 3,I -DO NOT LEAVE STUBS (S TO A) PROTECTION ZONE 5.19F CONSTRUCTION VEHICLES MUST PASS OVER ROOT ZONES, CONSTRUCT ROOT SYSTEM +.-*BEST TIME TO PRUNE IS LATE BRIDGES W M STEEL PLATE SUPPORTED ON CORRECT TOO TON TOO SLADORMANT SEASON OR EARLY SPRING WOOD TIMBERS PLACED RADIALLY TO THE SLA PRUNING CLOSE LONG SLANTED AVOID PRUNING OAKS IN APRIL, MAY, TREE TRUNK. JUN CUT JUNE OR JULY. _ 8? -IMMEDIATELY PAINT OAK WOUNDS TREE PROTECTION ZONE MADE IN APRIL. MAY, ,NNE OR JULY WITH LATEX PART OR SHELLAC. KEE DIAMETER AT - MINIMUM DISTANCE FROM 9 4.5' ABOVE GROUND FACE OF TREE TRUNK 0"-2" 2 -4 4 -B 5 -i 12 BRANCHES SMALLER THEN 2" t7 IN DIAMETER SHOULD BE CUT *WHEN UTUTY INSTALLATIONS MUST OCCUR JUST BEYOND A LATERAL BUD OR WTHIN THE TREE PROTECTION ZONE AS DEFINED ANOTHER SMALL LATERAL BRANCH. THE UTILITY INSTALLATION TUNNEL IN THE ABOVE CHART THE CONTRA�MR SHALL PRUNING SMALL BRANCHES IDEAL CUT SHOULD DE SHARP, BORE (TUNNEL UNDER TREE ROOTS THAT ARE CLEAN. AND MADE ON A SLIGHT ANGLE. TO BE PRESS THE OONTRACIOR SHALL BORE AT A MINIMUM DEPTH OF 24 BELOW THE GROUND SURFACE WTHIN THIS ZONE ROOT PROTECTION AND TRENCHING DETAILS R FURNISH AND INSTALL TEMPORARY FENCE AT THE tREE'S TRIBUNE FABRICATE 12" X S"X 3/8` SIGN WITH 0.75' RADIUS CORNERS. OR CONSTRUCTOR LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION, SIGN SHALL BE WHITE WITH BLACK LETTERING. ATTACH SIGN WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE TO POST USING 1' LENGTH WOOD SCREWS, PLACED AT 2.5° PLACE PROTECTION SIGNS ALONG FENCE AT 20' INTERVALS, AND 7.3" RESPECTIVELY FROM ME BOTTOM EDGE OF THE SIGN. SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL ANY FlLL REQUIRED WTHIN THE DRIP LINE OF TREES SHALL BE AN UNCOMPAC7E0 (WITH A COARSE SAND COMPONENT) SANDY LOAM TOPSOIL EXCESSIVE FALL MAY REQUIRE INSTALLING PERFORATED PIPE WITH AT LEAST ONIE DAYUGNTED ENO OPENING AS AN AERATI ON SYSTEM. FILL DETAIL ION DETAIL t HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE ��- 99 iSPECIFICATION,IOR REPORT WAS GLACCUM H lilt 15 D' PREPARED BY ME OR UNDER MY DESIGNED: MK 6-5-15 CITY SUBMITTAL 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: EMK 6-16-I5 CITY COMMENTS AM A DULY LICENSED 8-14-I5 CITY SUBMITTAL I Minneapolis, MIN 5 5415 LANDSCAPE ARCHITECT UNDER PROJECT NO: 215-0030 T13E LAWS OF THE STATE OF 612.758.3080 MAIN MINNESO= 15250 wAYZATAsoVI.EVARD 612.758.3099 FAX CONSTRUCTION E DOCUMNTS LANDSCAPE DETAILS SUITE 101 ALL 1 A N T www.alliant-inc.com MARK xRONBECK, PLA, ASLA QA/QC REVIEW WAYZATA, MN 55391 8-14-15 26222 FINAL �� SUBMITTAL SHEET 15 iV REVISED:1-10 I FILE NAME: G:\ENG\SPECS\5312 I DEPARTMENT I ENGINEERING PLATE: 5312 I VEGETATION! PR07EC1 Of IS PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE PLANTING HOLE DIMENSIONS (MINIMUM WIDTH DOES NOT APPLY IN MASS PLANTING BEDS) ALL VALUES ARE AS FOLLOWS: PLANT TYPE PLANT SIZE VP TO (A) MINIMUM (g) APPROXIMATE AND INCLUDING HOLE WIDTH HOLE DEPTH (1J A SLOANTNG A A PLI,LNTING. C IS(�45ENE0 8 SEEDLING (15% (149 30 s1 SEEDLING ttei (147 � MULCH � FINISHED MULCH (127 SEEDLING (237 (187 GRADE 2 B.B. (36ry (tory 12" (3 es. (az7 t 1 81 g ' " g VARIABLE CONFEROUS (41 B.B. (517 (137 '" •" -� "'"" TREES (5) DATE ZONES IN MINNESOTA 6 PLANT HARDINESS IN CNANNASSEN IS ZONE 4b AVERAGE ANNUAL EXTREME MINIMUM TEMPERATURE RANGE FOR ZONE 4b IS -25 TO -20 DEGREES ( F) ALL PLANT STOCK SHALLBE DEEMED ACCEPTABLE FOR HARDINESS: 1.""IF ITIS HARDY TO THE MINNESOTA ZONE 44 WHERE THE PROJECT SITE 18 LOCATED AND: OR A."INLANT STOCK CAN BE DOCUMENTED AS B'"PLANT STOCK, IF GROWN OUTSIDE THE ACCEPTABLE CONTINUOUSLY GROWN FOR AT LEAST THE LAST GROWING RANGE LIMITS, CAN BE DOCUMENTED AS TWO YEARS WITHINTHEACCEPTABLE LIMITS HAVING THE SEED SOURCE AND ROOT AND GRAFT ZONES 3,4 OR 65HOWN ON THE ACCEPTABLE PLANT STOCK ORIGINATING FROM WITHIN THE, ACCEPTABLE INSTALL TILE DRAINAGE STOCK GROWING RANGE ABOVE. GROWING RANGE LIMITS. jeo- A:AEPTABLfi PLANTSF(YCK GROWING ftNNGBLbMlTB 3041GC6 U.G,OR. PCANTNARDIYEuiS£U#EMt3' i.*'FORM A DOUBLE -LAYERED C1'y.HARDWAREINDER USING 0.25" GRID 1 !+FOLD OVER THE TOP EDGE OF THE I GALVANIZED WELDED WIRE MESH ( CLOTH). HDPE (HIGH tlEN517Y POLYEINYLENE) OVE RLAP THE CUT END 2". TOWARDS THE THREE BOTTOM TABS. 2.**DRIVE TWO I' x t" OPPOSING HEARTWOOD WHITE OAK 2. -BEND THE HOPE INTO q CIRCLE WITH STAKES INTO THE GROUND ]" FROM THE CENTER OF tHE THE SLOE TABS ON THE OUTSIDE OF TREE STEM. 24" MIN: HT. FOR DECIDUOUS THE CIRCLE, 3.' -"SECURE ME MESH CYLINDER 10 THE OUTSIDE OF THE TREES ANQ 12" MIN. Ht, FOR 3."+ALIGN THE HINGES AND BEGIN STAKES USING EITHER, SCREWS AND WASHERS OR PINE TREES RATCHET -LOCKING TIES ALONG THE OVERLAP. SPACE SLIDING THE ifa' GALVANIZED W1RE APPROXIMATELY 4' ON CENTER ALONG THE OVERLAP. STAKE (WITH HOOK1 THROUGH THE HINGES TO INTQiC NECT THE HDPE * $$CREWS SHALL BE ROUND HEAD GALVANIZED i/e' DIA. x AFTER SLIDING THE WIRE THROUGH 3/4' LONG WITH WASHERS. ALL OF THE HINGES. TURN THE HOOK OR 15" WIRE MESH TOWARDS THE INSIDE OF THE HDPE. **RATCHET -LOCK TIES SMALL BE NYLON AND AT LEAST B` 4, -'PUSH THE STAKE INTO THE GROUND, LONG STAKE A MINIMUM OF 12". DRIVE SIX (( 4. -*!HOED THE LOWER EDGE OF THE MESH CYLINDER i" LANDSCAPE STAPLES B" LENGTH, 2 PER TAD) THROUGH THE HbLES IN BELOW THE SOIL SURFACE WITHOUT DISTURBING THE TREE THE 3 BOTTOM TABS AT OPPOSITE ROOTS. ANGLES TO SECURE THE HDPE TO 5.1 -CUT EDGES WILL NOT BE PERMITTED AT THE TOP OF THE THE GROUND. CYLINDER, CUT THE STAKE FLUSH W77H THE TDP OF THE CYLINDER,Si-MULCH INSTAL!. GRANULAR FILTER i '"EXCAVATE HOLE OR BED TO ALLOW PUKING THE TOP OF THE ROOT MASS 1"-3" E -EXCAVATE HOLE OR BED TO ALLOW HIGHER THAN FINISHED GRAPE. PLACING THE TOP OF ROOT MASS 1'3" 2."'INSTALL 4" MINIMUM DIAMETER DRAIN TILE HIGHER THAN FINISHED GRADE, OAYLIGHTING ATA (OWER GRADE, AS 2."AVOER 81 DIAMETER HOLES ENTIRELY APPROVED BY THE ENGINEER. THROUGH IMPERVIOUS OR POORLY 3. -COMPLETE PLANTING ACCORDING TO . DRAINED HARD PAN SOIL LAYER TO PLANTING DETAILS (SHEE7g1 ADEQUATELY DRAIN SU8541L. 3 ""THOUPoO(1GHLY BACKFILL AUGER HOLES WITH A UNIFORM INCORPORATED MIXTURE OF 60% SAND AND 50°k INPLACE SOIL. 4*°COMPLETE PLANTING ACCORDING INSTALL MINI -BERM PLANTINGDETAILS {SHEET A} NOTE: 1 "EXCAVATE HOLE OR BED 114 THE DEPTH THE NEED FOR USING ALTERNATIVE OF THE ROOT MASS, PLANTING DETAILS LAND WHICH TYPE TO 1 -SET ROOT MASS IN HOLE USE SHALL BE DETERMINED BY THE 3'"CONSTRUCT BERM WITH SANDY LOAM CONTRACTOR AND SUBJECT IS TOPSOIL. EXTEND THE BERM RASE TOA APPROVAL BY THE ENGINEER, WIDTH OF3 TIMES THE BERM HEIGIf7. 4 "COMPLETE PLANTING ACCORDING TO PLANING DETAILS (SHEET A) _ ALTERNATIVE PLANTING DETAILS FOR POORLY DRAINED SOIL SUBSIDING OR DETERIORATING MULCH StTAi-L BE ACCEPTABLE THROUGHOUT THE CONTRACT PERIOD PROVIDED THE MULCH DEPTH IS MAINTAINED ATA MINIMUM 3" DEPTH AT ALL TIMES AND UPON FINAL ACGEPTANOE, REPLACEMENT MULCH SHALL BE REQUIRED WHEN THE CONTRACTOR'S OPERATIONS HAVE CONTAMINATED THE MULCH WITH SOIL.. NOTE: I. -REMOVE MULCH PLACED TOA DEPTH GREATER THAN THAT SPECIFIED WHEN DIRECTED BY THE ENGINEER. ?.'"PULL MULCH BACK NO LESS THAN 3" AND NO MORE THAN 6" FROM THE TRUNK W x v z CENTER OF EDGE OF DEPTH OF DEPTH OF TYPE OF PLANT PLANT 7T) BRANCHING 7C7 MULCH MULCH MULCH LINE MULCFI LINE CONIFEROUS TREES VARIES 3'MIN. .}^-B° 4". 6" DECIDUOUSTREES S'PAIN. NtA 4"-E" 4'-8" CONIFEROUS SHRUBS VARIES 3'MIN. T. 4" d"-8' DECIDUOUS SHRUBS 3' MIN. NIA 4"-6" 4"-6" VINES 2! MIN, 1NlA 4"-B" d" -B" PERENUL.S VARf£3 2' MIN. 2".4" 4° tv1ACHRE3RANSPLANYED LASES 12"BL-`POND EDGE OF HDLG 4"-6' A"-6" biLkGt[ PIACEA!ENt DEYA6,Qum REVISED; I FILE NAME: ENGINEERING I PLATE: PLANTING DETAILS FOR 3-14 G:\ENG\SPECS\5310 DEPARTMENT 5310 STEEP SLOPES/MASS BED PLANTINGS WITHIN THE CYLINDER SHALL NOT EXCEED 3' DEPTH AND SHALL BE 1 'COMPOST MnJDOT 3890 CIRCUMFERENCE FROM GROUND UNE TO 15T MAJOR BRANCH. 10', 2,2 LB. FLANGED CHANNEL STEEL SIGN POST (Mn/b07 3401) OR APPROVED EQUAL. MULCH LOOSENED SOIL FINISHED GRADE APPLICABLE W DECIDUOUS TREES OVER 4" CALIPER AND EVERGREEN TREES OVER 10' HT, FOLD LINE SPECIFIED IN MULCH PLACEMENT DETAIL. DETAIL 4 " MULCH MATERIAL Mn/DOT 3882 TYPE 6 UNLESS OTHERWISE SPECIFIED. Y --THE BOTTOM WHORL OF PINE BRANCHES MAY HAVE TO BE 6,"*THE BOTTOM WHORL OF PINE HINGE REMOVED TO PERMIT INSTALLATION OF 12 MIN, HDGHT BRANCHES MAY HAVE TO BE RODENT GUARDS. REMOVED TO PERMIT INSTALLATION ,��4^, ® - - ® - OF 12' MIN, HEIGHT RODENT GUARDS, 7 7 INSTALL ON ALL DECIDUOUS AND PINE TREES. DO NOT INSTALL ON SPRUCE TREES. 7.i -INSTALL ON ALL DECIDUOUS AND PIE TREES, DO ST ON N T NOT INSTALL SPRUCE TREES. i �Y) a ( 0M'Ti 0TAB TYP,) II , RODENT PROTECTION DETAIL (OPTION 1) 9 .: * 2 P SIZE FOR DECIDUOUS TREES ' 12" SIZE FOR ` DO "1 15" a} MF CONIFEROUS TREES. l 85.25• PREVAILING WIND "D 3.25" MIN. I. --USE SEAMLESS,EXTRUDED. TWIN -WALL, RIGIDANDYSEENMI RTUBESAMS M'EENTA LASER RODENT PROTECTION DETAIL (OPTION 2) NETTING LINE PERFORATION AND AN LASER UNEZ OUTWARD -FLARED TOP RIM, PERFORATON Z --SECURE THE SHELTER WITH NYLON NOTES: TUBE SHELTER RACHET -LOCKING PES ATTACHED TO A 1. --STEEL POSTS TO BE NOTCHED OR DRILLED TO $gT7AAJ7$� 1" x 1" WHITE OAK STAKE TO PREVENT RETAIN GUY WIRES. PLACE OUTSIDE OF ROOT (LENGTH VARltsj DISLODGING OR TWISTING IMBED THE BALL. DRIVE PLUMB REGARDLESS OF GROUND BOTTOM OF THE TUBE A MINIMUM OF SLOPE. I" BELOW THE SOIL SURFACE WITHOUT 7' ROLLED STEEL RELEASABLE DISTURBING THE TREE ROOTS, Z -'REQUESTS TO SUBSTITUTE RUBBER HOSE AND POST (MB/DOT 3403 RATCHET TIE TO ( » WIREAPPROVED,GUYING SYSTEMS WILL NOT BE OR APPROVED EQUAL. SECURE STAKE IN *1" MI 3. INSTALL A PLASTIC PHOTODEGRAOABLE NETTING COVER AND SLEEVE OVER THE 3.raTREE STAKING IS NOT REQUIRED UNLESS 16" LONG FORMED TUBE RECESS 7pP OF THE NBE TO PREVENT SPECIFIED OR NECESSARY TO MAINTAIN TREES POLYPROPYLENE OR i ENTRAPMENT OF BIRDS. PULL NETTINGIN A PLUMB CONDITION WHERE VANDAUSA POLYETHYLENE 40 MIL, DOWN AS SHOWN. SOIL OR WIND CONDITIONS ARE A PROBLEM, 1,5' 'NDE STRAPS. OR AS REQUESTED BY THE ENGINEER. ATTACH WIN 10 go WIRE, SEEDLING TREE SHELTER DETAIL 4 -"REMOVE AFTER CNE YEAR. .aa Y.i PAINT TREEaff OF PLANTING SOIL CHm ""'DISTURBED SAIL )SENED SOIL WITH SOIL AMENDMENTS ISHED SOIL ELEVATION 121L. N, 12" LOOSENED W,TM SOIL AMENDMENTS _..DISTURBED SOIL 8.**MULCH WITHIN THE CYLINDER SHALL NOT EXCEED 3" 12" MIN, PULLED BACK FROM THE TRUNK AS WP TAB DEPTH AND SHALL BE PULLED BACK FROM THE TRUNK AS SPECIFIED IN MULCH PLACEMENT .A LARGE LATERAL BRANCH. D DROP CROTCH OR CUTTING BACK SIGNIFlCANT TREES NEAR THE PROPOSED CONSTRUCTION LIMITS WILL BE IDENTIFIED IN THE PLAN OR BY THE ENGINEER AND PRESERVED BY THE CONTRACTOR. NOTES: I. --PLACE THE TEMPORARY FENCE 2.-'72EDUCE SLOPE ROUNDING WHERE ROOT ZONES WILL BE DISTURBED BY NORMAL SLOPE ROUNDING, AS APPROVED BY THE ENGINEER. 3.^VARY BACK SLOPE STEEPNESS TO AVOID TREE LOSS OR UNNECESSARY ROOT DAMAGE, AS APPROVED BY THE ENGINEER, TEMPORARY FENCE REbUCED ROUNDING 7- NORMAL ROUNDING COLLAR DROP CROTCH PRUNING IS B USED FOR REDUCING THE A HEIGHT OR LENGTH OF MAIN C STEMS OR BRANCHES BY CUTTING BACK TO STANDARD TREE STAKING /GUYING DETAIL I^ MIN. Hr, FOR D€c!Duous GENERAL NOTES ZEES AND 12" MIN. HL FOR vE TREES SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. 1/4" GALVANIZED WIRE THE PLANTING DETAILS REPRESENT ADEQUATELY GRAINED SOIL STAKE WITH HOOK CONDITIONS. THE CONTRACTOR SHOULD EXERCISE DISCRETION IN SETTING PLANTS 1"-3" HIGHER IN POORLY DRAINED SOILS OR USING ALTERNATIVE PLANTING DETAILS ON SHEET B. PLANING HOLE AND 130 LBS -HIGH DENSITY RED CULTIVATION THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ADEQUATE DRAINAGE POLYETHYLENE. IN HEAVY POORLY DRAINED OR IMPERVIOUS SOILS. BROWN IN COLOR LOOSEN ALL ISOLATED TREE PLANTING LOCATIONS AND PLANTING BEGS TO A MINIMUM DEPTH OF 12", SOIL AMENDMENTS SHALL BE APPLIED • 6" LANDSCAPE STAPLE DURING CULTIVATION. MIN, 2 PER TAB USE CULTIVATED AND AMENDED SOIL EXCAVATED FROM PLANING HOLE'. BACKFILL 5qL REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER, FERTILIZER MN/bDT 388 NAME: G: \ENG\SPECS\5311 DEPARTMENT ENGINEERING REVISED: 1-10 FILE PLATE: 5311 MASS PLANTING TREE PAINTING en mnmrc rrnue Lrv,en rnm, i er,nn�. PAINT TREE CIRCUMIFERANCE FROM GROUND LINE t0 FIRST MAJOR BRANCH. PLANTING PLAN RESPECT STATED DIMENSIONS BEFORE SCALING FROM PLAN, PLANT TYPE AVERAGE AMOUNT OF WATER PER APPLICATION IN GALLONS MACHINE TRANSPLANTED TREES 50 42" AND UP BARE ROOT TREES 7$ WATERING BALLED & BURLAPPE) SHRUBS TO GUIDELINES BARE ROOT OR CONTAINER SI4RU85 7 WOODY SEEDLINGS 4 PERENNIALS AND LANES $ It IS 'THE CONTRACTOR'S RESPONSIBUtt TO MONITOR AND MAINTAIN SOIL MOISTURE AT ADEQUATE BUT NOT EXCESSIVE LEVELS. THE ABOVE LISTED APPLICATI ON AMOUNTS ARE GUIDELINES, NOT REQUIREMENTS. PLANTING DETAIL I BRANCH BARK RII DEAD BRANCH LIVING BRAND C I E E 1 G D NG 0 @@RRpp H COLLAR LI X BRANCH NOTES: INCORRECT CUT (TOO CLOSE) RESULTING 7?"REDUCE COMPACTION ON ROOT SYSTEMS IN DISCONTINUOUS CALLUS FORMATION WHERE IT OCCURS BY DRILLING 50 on. (2") AFTER ONE SEASON OF GROWTH. SIAM, HOLES IN THE SOIL, t0 A DEPTH dF 450 mm BEGIN 3 FGM THE TREE LEAVING BRANCH COLLAR CORRECT CUT { TRUNK AA 2 CONTINUE. T HINTERVALS I N BUT NO THUS) RESULTING IN CONTINUOUS CONCENTRIRI C RINGS OUT TO THE PROTECTION DOUGHNUT SHAPED CALLUS FORMATION ROOT SYSTEM BRIDGE ZONE AFTER ONE SEASON OF GROWTH. 2. WATERING OF R00T DAMAGED TREES WILL BE VIBRATORY PLOW STADEQUATE REQUIRED TO MAINTAINA EQU TE BUT NOT 'EPS TO PRUNING EXCESSIVE SOIL MOISTURE To DEPTH OF i8" WTHIN THE UNDISTURBED PORTION OF IST CUT PART WAY THROUGH THE THE IMPACTED TREE pRIPLINE. BRANCH AT POINT A. 2. --THEN CUT COMPLETELY THROUGH 3.••A 6 INCH LAYER OF WOODCHIP MULCH BRANCH FROM POINT 8 TO A.PLACED OVER A TYPE III (37331 GEOTEXTILE "'"� _ FABRIC MAY BE USEb IN LIEU OF THE ROOT 3. --NOW CUT FROM POINT C TO D. _ `-ss' SYSTEM BRIDGE. a. -IIF D IS HARD TO FIND, DROP A 4.• -WHEN DE50NAMO IN THE PLAN OR WHEN VERTICALLY PLUMB LINE WN DOTO DIRECTED BY THE ENGINEER, ALL TREE ROOTS POINT X. THE ANGLE X -C -D AT THE CONSTRUCTION LIMITS SHALL BE CUT SHOULD BE APPROXIMATELY EQUAL CLEANLY (TO THE MAXIMUM DEPTH Td %-C-E. ROOT SYSTEM BRIDGE AND VIBRATOROY PLOW NECESSARY FOR CONSTRUCTION) WITH A VIBRATORY PLOW Oft OTHER APPROVED ROOT CUTTER PRIOR TO ANY EXCAVATION. ROOT ENDS EXPOSED BY EXCAVATION ACTMTIES SHALL BE IMMEDIATELY COVERED WITH A (C PRUNING NOTES: LAYER OF ADJACENT SOIL, BACKFILL, REGRADE, SOME CONIFERS OR INSTALL RETAINING WALL AS DESIGNATED J? -LEAVE BRANCH COLLAR (0 TO D) IN THE PLAN OR WHEN DIRECTED BY THE 2?*DO NOT FWSH CUT (C TO X) TUNNEL ENGINEER. 3,I -DO NOT LEAVE STUBS (S TO A) PROTECTION ZONE 5.19F CONSTRUCTION VEHICLES MUST PASS OVER ROOT ZONES, CONSTRUCT ROOT SYSTEM +.-*BEST TIME TO PRUNE IS LATE BRIDGES W M STEEL PLATE SUPPORTED ON CORRECT TOO TON TOO SLADORMANT SEASON OR EARLY SPRING WOOD TIMBERS PLACED RADIALLY TO THE SLA PRUNING CLOSE LONG SLANTED AVOID PRUNING OAKS IN APRIL, MAY, TREE TRUNK. JUN CUT JUNE OR JULY. _ 8? -IMMEDIATELY PAINT OAK WOUNDS TREE PROTECTION ZONE MADE IN APRIL. MAY, ,NNE OR JULY WITH LATEX PART OR SHELLAC. KEE DIAMETER AT - MINIMUM DISTANCE FROM 9 4.5' ABOVE GROUND FACE OF TREE TRUNK 0"-2" 2 -4 4 -B 5 -i 12 BRANCHES SMALLER THEN 2" t7 IN DIAMETER SHOULD BE CUT *WHEN UTUTY INSTALLATIONS MUST OCCUR JUST BEYOND A LATERAL BUD OR WTHIN THE TREE PROTECTION ZONE AS DEFINED ANOTHER SMALL LATERAL BRANCH. THE UTILITY INSTALLATION TUNNEL IN THE ABOVE CHART THE CONTRA�MR SHALL PRUNING SMALL BRANCHES IDEAL CUT SHOULD DE SHARP, BORE (TUNNEL UNDER TREE ROOTS THAT ARE CLEAN. AND MADE ON A SLIGHT ANGLE. TO BE PRESS THE OONTRACIOR SHALL BORE AT A MINIMUM DEPTH OF 24 BELOW THE GROUND SURFACE WTHIN THIS ZONE ROOT PROTECTION AND TRENCHING DETAILS R FURNISH AND INSTALL TEMPORARY FENCE AT THE tREE'S TRIBUNE FABRICATE 12" X S"X 3/8` SIGN WITH 0.75' RADIUS CORNERS. OR CONSTRUCTOR LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION, SIGN SHALL BE WHITE WITH BLACK LETTERING. ATTACH SIGN WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE TO POST USING 1' LENGTH WOOD SCREWS, PLACED AT 2.5° PLACE PROTECTION SIGNS ALONG FENCE AT 20' INTERVALS, AND 7.3" RESPECTIVELY FROM ME BOTTOM EDGE OF THE SIGN. SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL ANY FlLL REQUIRED WTHIN THE DRIP LINE OF TREES SHALL BE AN UNCOMPAC7E0 (WITH A COARSE SAND COMPONENT) SANDY LOAM TOPSOIL EXCESSIVE FALL MAY REQUIRE INSTALLING PERFORATED PIPE WITH AT LEAST ONIE DAYUGNTED ENO OPENING AS AN AERATI ON SYSTEM. FILL DETAIL ION DETAIL t HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE ��- 99 iSPECIFICATION,IOR REPORT WAS GLACCUM H lilt 15 D' PREPARED BY ME OR UNDER MY DESIGNED: MK 6-5-15 CITY SUBMITTAL 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: EMK 6-16-I5 CITY COMMENTS AM A DULY LICENSED 8-14-I5 CITY SUBMITTAL I Minneapolis, MIN 5 5415 LANDSCAPE ARCHITECT UNDER PROJECT NO: 215-0030 T13E LAWS OF THE STATE OF 612.758.3080 MAIN MINNESO= 15250 wAYZATAsoVI.EVARD 612.758.3099 FAX CONSTRUCTION E DOCUMNTS LANDSCAPE DETAILS SUITE 101 ALL 1 A N T www.alliant-inc.com MARK xRONBECK, PLA, ASLA QA/QC REVIEW WAYZATA, MN 55391 8-14-15 26222 FINAL �� SUBMITTAL SHEET 15 iV REVISED:1-10 I FILE NAME: G:\ENG\SPECS\5312 I DEPARTMENT I ENGINEERING PLATE: 5312 I VEGETATION! PR07EC1 Of IS PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE PLANTING HOLE DIMENSIONS (MINIMUM WIDTH DOES NOT APPLY IN MASS PLANTING BEDS) ALL VALUES ARE AS FOLLOWS: PLANT TYPE PLANT SIZE VP TO (A) MINIMUM (g) APPROXIMATE AND INCLUDING HOLE WIDTH HOLE DEPTH (1J A SLOANTNG A A PLI,LNTING. C IS(�45ENE0 8 SEEDLING (15% (149 30 s1 SEEDLING ttei (147 � MULCH � FINISHED MULCH (127 SEEDLING (237 (187 GRADE 2 B.B. (36ry (tory 12" (3 es. (az7 t 1 81 g ' " g VARIABLE CONFEROUS (41 B.B. (517 (137 '" •" -� "'"" TREES (5) A:AEPTABLfi PLANTSF(YCK GROWING ftNNGBLbMlTB 3041GC6 U.G,OR. PCANTNARDIYEuiS£U#EMt3' i.*'FORM A DOUBLE -LAYERED C1'y.HARDWAREINDER USING 0.25" GRID 1 !+FOLD OVER THE TOP EDGE OF THE I GALVANIZED WELDED WIRE MESH ( CLOTH). HDPE (HIGH tlEN517Y POLYEINYLENE) OVE RLAP THE CUT END 2". TOWARDS THE THREE BOTTOM TABS. 2.**DRIVE TWO I' x t" OPPOSING HEARTWOOD WHITE OAK 2. -BEND THE HOPE INTO q CIRCLE WITH STAKES INTO THE GROUND ]" FROM THE CENTER OF tHE THE SLOE TABS ON THE OUTSIDE OF TREE STEM. 24" MIN: HT. FOR DECIDUOUS THE CIRCLE, 3.' -"SECURE ME MESH CYLINDER 10 THE OUTSIDE OF THE TREES ANQ 12" MIN. Ht, FOR 3."+ALIGN THE HINGES AND BEGIN STAKES USING EITHER, SCREWS AND WASHERS OR PINE TREES RATCHET -LOCKING TIES ALONG THE OVERLAP. SPACE SLIDING THE ifa' GALVANIZED W1RE APPROXIMATELY 4' ON CENTER ALONG THE OVERLAP. STAKE (WITH HOOK1 THROUGH THE HINGES TO INTQiC NECT THE HDPE * $$CREWS SHALL BE ROUND HEAD GALVANIZED i/e' DIA. x AFTER SLIDING THE WIRE THROUGH 3/4' LONG WITH WASHERS. ALL OF THE HINGES. TURN THE HOOK OR 15" WIRE MESH TOWARDS THE INSIDE OF THE HDPE. **RATCHET -LOCK TIES SMALL BE NYLON AND AT LEAST B` 4, -'PUSH THE STAKE INTO THE GROUND, LONG STAKE A MINIMUM OF 12". DRIVE SIX (( 4. -*!HOED THE LOWER EDGE OF THE MESH CYLINDER i" LANDSCAPE STAPLES B" LENGTH, 2 PER TAD) THROUGH THE HbLES IN BELOW THE SOIL SURFACE WITHOUT DISTURBING THE TREE THE 3 BOTTOM TABS AT OPPOSITE ROOTS. ANGLES TO SECURE THE HDPE TO 5.1 -CUT EDGES WILL NOT BE PERMITTED AT THE TOP OF THE THE GROUND. CYLINDER, CUT THE STAKE FLUSH W77H THE TDP OF THE CYLINDER,Si-MULCH INSTAL!. GRANULAR FILTER i '"EXCAVATE HOLE OR BED TO ALLOW PUKING THE TOP OF THE ROOT MASS 1"-3" E -EXCAVATE HOLE OR BED TO ALLOW HIGHER THAN FINISHED GRAPE. PLACING THE TOP OF ROOT MASS 1'3" 2."'INSTALL 4" MINIMUM DIAMETER DRAIN TILE HIGHER THAN FINISHED GRADE, OAYLIGHTING ATA (OWER GRADE, AS 2."AVOER 81 DIAMETER HOLES ENTIRELY APPROVED BY THE ENGINEER. THROUGH IMPERVIOUS OR POORLY 3. -COMPLETE PLANTING ACCORDING TO . DRAINED HARD PAN SOIL LAYER TO PLANTING DETAILS (SHEE7g1 ADEQUATELY DRAIN SU8541L. 3 ""THOUPoO(1GHLY BACKFILL AUGER HOLES WITH A UNIFORM INCORPORATED MIXTURE OF 60% SAND AND 50°k INPLACE SOIL. 4*°COMPLETE PLANTING ACCORDING INSTALL MINI -BERM PLANTINGDETAILS {SHEET A} NOTE: 1 "EXCAVATE HOLE OR BED 114 THE DEPTH THE NEED FOR USING ALTERNATIVE OF THE ROOT MASS, PLANTING DETAILS LAND WHICH TYPE TO 1 -SET ROOT MASS IN HOLE USE SHALL BE DETERMINED BY THE 3'"CONSTRUCT BERM WITH SANDY LOAM CONTRACTOR AND SUBJECT IS TOPSOIL. EXTEND THE BERM RASE TOA APPROVAL BY THE ENGINEER, WIDTH OF3 TIMES THE BERM HEIGIf7. 4 "COMPLETE PLANTING ACCORDING TO PLANING DETAILS (SHEET A) _ ALTERNATIVE PLANTING DETAILS FOR POORLY DRAINED SOIL SUBSIDING OR DETERIORATING MULCH StTAi-L BE ACCEPTABLE THROUGHOUT THE CONTRACT PERIOD PROVIDED THE MULCH DEPTH IS MAINTAINED ATA MINIMUM 3" DEPTH AT ALL TIMES AND UPON FINAL ACGEPTANOE, REPLACEMENT MULCH SHALL BE REQUIRED WHEN THE CONTRACTOR'S OPERATIONS HAVE CONTAMINATED THE MULCH WITH SOIL.. NOTE: I. -REMOVE MULCH PLACED TOA DEPTH GREATER THAN THAT SPECIFIED WHEN DIRECTED BY THE ENGINEER. ?.'"PULL MULCH BACK NO LESS THAN 3" AND NO MORE THAN 6" FROM THE TRUNK W x v z CENTER OF EDGE OF DEPTH OF DEPTH OF TYPE OF PLANT PLANT 7T) BRANCHING 7C7 MULCH MULCH MULCH LINE MULCFI LINE CONIFEROUS TREES VARIES 3'MIN. .}^-B° 4". 6" DECIDUOUSTREES S'PAIN. NtA 4"-E" 4'-8" CONIFEROUS SHRUBS VARIES 3'MIN. T. 4" d"-8' DECIDUOUS SHRUBS 3' MIN. NIA 4"-6" 4"-6" VINES 2! MIN, 1NlA 4"-B" d" -B" PERENUL.S VARf£3 2' MIN. 2".4" 4° tv1ACHRE3RANSPLANYED LASES 12"BL-`POND EDGE OF HDLG 4"-6' A"-6" biLkGt[ PIACEA!ENt DEYA6,Qum REVISED; I FILE NAME: ENGINEERING I PLATE: PLANTING DETAILS FOR 3-14 G:\ENG\SPECS\5310 DEPARTMENT 5310 STEEP SLOPES/MASS BED PLANTINGS WITHIN THE CYLINDER SHALL NOT EXCEED 3' DEPTH AND SHALL BE 1 'COMPOST MnJDOT 3890 CIRCUMFERENCE FROM GROUND UNE TO 15T MAJOR BRANCH. 10', 2,2 LB. FLANGED CHANNEL STEEL SIGN POST (Mn/b07 3401) OR APPROVED EQUAL. MULCH LOOSENED SOIL FINISHED GRADE APPLICABLE W DECIDUOUS TREES OVER 4" CALIPER AND EVERGREEN TREES OVER 10' HT, FOLD LINE SPECIFIED IN MULCH PLACEMENT DETAIL. DETAIL 4 " MULCH MATERIAL Mn/DOT 3882 TYPE 6 UNLESS OTHERWISE SPECIFIED. Y --THE BOTTOM WHORL OF PINE BRANCHES MAY HAVE TO BE 6,"*THE BOTTOM WHORL OF PINE HINGE REMOVED TO PERMIT INSTALLATION OF 12 MIN, HDGHT BRANCHES MAY HAVE TO BE RODENT GUARDS. REMOVED TO PERMIT INSTALLATION ,��4^, ® - - ® - OF 12' MIN, HEIGHT RODENT GUARDS, 7 7 INSTALL ON ALL DECIDUOUS AND PINE TREES. DO NOT INSTALL ON SPRUCE TREES. 7.i -INSTALL ON ALL DECIDUOUS AND PIE TREES, DO ST ON N T NOT INSTALL SPRUCE TREES. i �Y) a ( 0M'Ti 0TAB TYP,) II , RODENT PROTECTION DETAIL (OPTION 1) 9 .: * 2 P SIZE FOR DECIDUOUS TREES ' 12" SIZE FOR ` DO "1 15" a} MF CONIFEROUS TREES. l 85.25• PREVAILING WIND "D 3.25" MIN. I. --USE SEAMLESS,EXTRUDED. TWIN -WALL, RIGIDANDYSEENMI RTUBESAMS M'EENTA LASER RODENT PROTECTION DETAIL (OPTION 2) NETTING LINE PERFORATION AND AN LASER UNEZ OUTWARD -FLARED TOP RIM, PERFORATON Z --SECURE THE SHELTER WITH NYLON NOTES: TUBE SHELTER RACHET -LOCKING PES ATTACHED TO A 1. --STEEL POSTS TO BE NOTCHED OR DRILLED TO $gT7AAJ7$� 1" x 1" WHITE OAK STAKE TO PREVENT RETAIN GUY WIRES. PLACE OUTSIDE OF ROOT (LENGTH VARltsj DISLODGING OR TWISTING IMBED THE BALL. DRIVE PLUMB REGARDLESS OF GROUND BOTTOM OF THE TUBE A MINIMUM OF SLOPE. I" BELOW THE SOIL SURFACE WITHOUT 7' ROLLED STEEL RELEASABLE DISTURBING THE TREE ROOTS, Z -'REQUESTS TO SUBSTITUTE RUBBER HOSE AND POST (MB/DOT 3403 RATCHET TIE TO ( » WIREAPPROVED,GUYING SYSTEMS WILL NOT BE OR APPROVED EQUAL. SECURE STAKE IN *1" MI 3. INSTALL A PLASTIC PHOTODEGRAOABLE NETTING COVER AND SLEEVE OVER THE 3.raTREE STAKING IS NOT REQUIRED UNLESS 16" LONG FORMED TUBE RECESS 7pP OF THE NBE TO PREVENT SPECIFIED OR NECESSARY TO MAINTAIN TREES POLYPROPYLENE OR i ENTRAPMENT OF BIRDS. PULL NETTINGIN A PLUMB CONDITION WHERE VANDAUSA POLYETHYLENE 40 MIL, DOWN AS SHOWN. SOIL OR WIND CONDITIONS ARE A PROBLEM, 1,5' 'NDE STRAPS. OR AS REQUESTED BY THE ENGINEER. ATTACH WIN 10 go WIRE, SEEDLING TREE SHELTER DETAIL 4 -"REMOVE AFTER CNE YEAR. .aa Y.i PAINT TREEaff OF PLANTING SOIL CHm ""'DISTURBED SAIL )SENED SOIL WITH SOIL AMENDMENTS ISHED SOIL ELEVATION 121L. N, 12" LOOSENED W,TM SOIL AMENDMENTS _..DISTURBED SOIL 8.**MULCH WITHIN THE CYLINDER SHALL NOT EXCEED 3" 12" MIN, PULLED BACK FROM THE TRUNK AS WP TAB DEPTH AND SHALL BE PULLED BACK FROM THE TRUNK AS SPECIFIED IN MULCH PLACEMENT .A LARGE LATERAL BRANCH. D DROP CROTCH OR CUTTING BACK SIGNIFlCANT TREES NEAR THE PROPOSED CONSTRUCTION LIMITS WILL BE IDENTIFIED IN THE PLAN OR BY THE ENGINEER AND PRESERVED BY THE CONTRACTOR. NOTES: I. --PLACE THE TEMPORARY FENCE 2.-'72EDUCE SLOPE ROUNDING WHERE ROOT ZONES WILL BE DISTURBED BY NORMAL SLOPE ROUNDING, AS APPROVED BY THE ENGINEER. 3.^VARY BACK SLOPE STEEPNESS TO AVOID TREE LOSS OR UNNECESSARY ROOT DAMAGE, AS APPROVED BY THE ENGINEER, TEMPORARY FENCE REbUCED ROUNDING 7- NORMAL ROUNDING COLLAR DROP CROTCH PRUNING IS B USED FOR REDUCING THE A HEIGHT OR LENGTH OF MAIN C STEMS OR BRANCHES BY CUTTING BACK TO STANDARD TREE STAKING /GUYING DETAIL I^ MIN. Hr, FOR D€c!Duous GENERAL NOTES ZEES AND 12" MIN. HL FOR vE TREES SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. 1/4" GALVANIZED WIRE THE PLANTING DETAILS REPRESENT ADEQUATELY GRAINED SOIL STAKE WITH HOOK CONDITIONS. THE CONTRACTOR SHOULD EXERCISE DISCRETION IN SETTING PLANTS 1"-3" HIGHER IN POORLY DRAINED SOILS OR USING ALTERNATIVE PLANTING DETAILS ON SHEET B. PLANING HOLE AND 130 LBS -HIGH DENSITY RED CULTIVATION THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ADEQUATE DRAINAGE POLYETHYLENE. IN HEAVY POORLY DRAINED OR IMPERVIOUS SOILS. BROWN IN COLOR LOOSEN ALL ISOLATED TREE PLANTING LOCATIONS AND PLANTING BEGS TO A MINIMUM DEPTH OF 12", SOIL AMENDMENTS SHALL BE APPLIED • 6" LANDSCAPE STAPLE DURING CULTIVATION. MIN, 2 PER TAB USE CULTIVATED AND AMENDED SOIL EXCAVATED FROM PLANING HOLE'. BACKFILL 5qL REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER, FERTILIZER MN/bDT 388 NAME: G: \ENG\SPECS\5311 DEPARTMENT ENGINEERING REVISED: 1-10 FILE PLATE: 5311 MASS PLANTING TREE PAINTING en mnmrc rrnue Lrv,en rnm, i er,nn�. PAINT TREE CIRCUMIFERANCE FROM GROUND LINE t0 FIRST MAJOR BRANCH. PLANTING PLAN RESPECT STATED DIMENSIONS BEFORE SCALING FROM PLAN, PLANT TYPE AVERAGE AMOUNT OF WATER PER APPLICATION IN GALLONS MACHINE TRANSPLANTED TREES 50 42" AND UP BARE ROOT TREES 7$ WATERING BALLED & BURLAPPE) SHRUBS TO GUIDELINES BARE ROOT OR CONTAINER SI4RU85 7 WOODY SEEDLINGS 4 PERENNIALS AND LANES $ It IS 'THE CONTRACTOR'S RESPONSIBUtt TO MONITOR AND MAINTAIN SOIL MOISTURE AT ADEQUATE BUT NOT EXCESSIVE LEVELS. THE ABOVE LISTED APPLICATI ON AMOUNTS ARE GUIDELINES, NOT REQUIREMENTS. PLANTING DETAIL I BRANCH BARK RII DEAD BRANCH LIVING BRAND C I E E 1 G D NG 0 @@RRpp H COLLAR LI X BRANCH NOTES: INCORRECT CUT (TOO CLOSE) RESULTING 7?"REDUCE COMPACTION ON ROOT SYSTEMS IN DISCONTINUOUS CALLUS FORMATION WHERE IT OCCURS BY DRILLING 50 on. (2") AFTER ONE SEASON OF GROWTH. SIAM, HOLES IN THE SOIL, t0 A DEPTH dF 450 mm BEGIN 3 FGM THE TREE LEAVING BRANCH COLLAR CORRECT CUT { TRUNK AA 2 CONTINUE. T HINTERVALS I N BUT NO THUS) RESULTING IN CONTINUOUS CONCENTRIRI C RINGS OUT TO THE PROTECTION DOUGHNUT SHAPED CALLUS FORMATION ROOT SYSTEM BRIDGE ZONE AFTER ONE SEASON OF GROWTH. 2. WATERING OF R00T DAMAGED TREES WILL BE VIBRATORY PLOW STADEQUATE REQUIRED TO MAINTAINA EQU TE BUT NOT 'EPS TO PRUNING EXCESSIVE SOIL MOISTURE To DEPTH OF i8" WTHIN THE UNDISTURBED PORTION OF IST CUT PART WAY THROUGH THE THE IMPACTED TREE pRIPLINE. BRANCH AT POINT A. 2. --THEN CUT COMPLETELY THROUGH 3.••A 6 INCH LAYER OF WOODCHIP MULCH BRANCH FROM POINT 8 TO A.PLACED OVER A TYPE III (37331 GEOTEXTILE "'"� _ FABRIC MAY BE USEb IN LIEU OF THE ROOT 3. --NOW CUT FROM POINT C TO D. _ `-ss' SYSTEM BRIDGE. a. -IIF D IS HARD TO FIND, DROP A 4.• -WHEN DE50NAMO IN THE PLAN OR WHEN VERTICALLY PLUMB LINE WN DOTO DIRECTED BY THE ENGINEER, ALL TREE ROOTS POINT X. THE ANGLE X -C -D AT THE CONSTRUCTION LIMITS SHALL BE CUT SHOULD BE APPROXIMATELY EQUAL CLEANLY (TO THE MAXIMUM DEPTH Td %-C-E. ROOT SYSTEM BRIDGE AND VIBRATOROY PLOW NECESSARY FOR CONSTRUCTION) WITH A VIBRATORY PLOW Oft OTHER APPROVED ROOT CUTTER PRIOR TO ANY EXCAVATION. ROOT ENDS EXPOSED BY EXCAVATION ACTMTIES SHALL BE IMMEDIATELY COVERED WITH A (C PRUNING NOTES: LAYER OF ADJACENT SOIL, BACKFILL, REGRADE, SOME CONIFERS OR INSTALL RETAINING WALL AS DESIGNATED J? -LEAVE BRANCH COLLAR (0 TO D) IN THE PLAN OR WHEN DIRECTED BY THE 2?*DO NOT FWSH CUT (C TO X) TUNNEL ENGINEER. 3,I -DO NOT LEAVE STUBS (S TO A) PROTECTION ZONE 5.19F CONSTRUCTION VEHICLES MUST PASS OVER ROOT ZONES, CONSTRUCT ROOT SYSTEM +.-*BEST TIME TO PRUNE IS LATE BRIDGES W M STEEL PLATE SUPPORTED ON CORRECT TOO TON TOO SLADORMANT SEASON OR EARLY SPRING WOOD TIMBERS PLACED RADIALLY TO THE SLA PRUNING CLOSE LONG SLANTED AVOID PRUNING OAKS IN APRIL, MAY, TREE TRUNK. JUN CUT JUNE OR JULY. _ 8? -IMMEDIATELY PAINT OAK WOUNDS TREE PROTECTION ZONE MADE IN APRIL. MAY, ,NNE OR JULY WITH LATEX PART OR SHELLAC. KEE DIAMETER AT - MINIMUM DISTANCE FROM 9 4.5' ABOVE GROUND FACE OF TREE TRUNK 0"-2" 2 -4 4 -B 5 -i 12 BRANCHES SMALLER THEN 2" t7 IN DIAMETER SHOULD BE CUT *WHEN UTUTY INSTALLATIONS MUST OCCUR JUST BEYOND A LATERAL BUD OR WTHIN THE TREE PROTECTION ZONE AS DEFINED ANOTHER SMALL LATERAL BRANCH. THE UTILITY INSTALLATION TUNNEL IN THE ABOVE CHART THE CONTRA�MR SHALL PRUNING SMALL BRANCHES IDEAL CUT SHOULD DE SHARP, BORE (TUNNEL UNDER TREE ROOTS THAT ARE CLEAN. AND MADE ON A SLIGHT ANGLE. TO BE PRESS THE OONTRACIOR SHALL BORE AT A MINIMUM DEPTH OF 24 BELOW THE GROUND SURFACE WTHIN THIS ZONE ROOT PROTECTION AND TRENCHING DETAILS R FURNISH AND INSTALL TEMPORARY FENCE AT THE tREE'S TRIBUNE FABRICATE 12" X S"X 3/8` SIGN WITH 0.75' RADIUS CORNERS. OR CONSTRUCTOR LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION, SIGN SHALL BE WHITE WITH BLACK LETTERING. ATTACH SIGN WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE TO POST USING 1' LENGTH WOOD SCREWS, PLACED AT 2.5° PLACE PROTECTION SIGNS ALONG FENCE AT 20' INTERVALS, AND 7.3" RESPECTIVELY FROM ME BOTTOM EDGE OF THE SIGN. SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL ANY FlLL REQUIRED WTHIN THE DRIP LINE OF TREES SHALL BE AN UNCOMPAC7E0 (WITH A COARSE SAND COMPONENT) SANDY LOAM TOPSOIL EXCESSIVE FALL MAY REQUIRE INSTALLING PERFORATED PIPE WITH AT LEAST ONIE DAYUGNTED ENO OPENING AS AN AERATI ON SYSTEM. FILL DETAIL ION DETAIL t HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE ��- 99 iSPECIFICATION,IOR REPORT WAS GLACCUM H lilt 15 D' PREPARED BY ME OR UNDER MY DESIGNED: MK 6-5-15 CITY SUBMITTAL 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: EMK 6-16-I5 CITY COMMENTS AM A DULY LICENSED 8-14-I5 CITY SUBMITTAL I Minneapolis, MIN 5 5415 LANDSCAPE ARCHITECT UNDER PROJECT NO: 215-0030 T13E LAWS OF THE STATE OF 612.758.3080 MAIN MINNESO= 15250 wAYZATAsoVI.EVARD 612.758.3099 FAX CONSTRUCTION E DOCUMNTS LANDSCAPE DETAILS SUITE 101 ALL 1 A N T www.alliant-inc.com MARK xRONBECK, PLA, ASLA QA/QC REVIEW WAYZATA, MN 55391 8-14-15 26222 FINAL �� SUBMITTAL SHEET 15 iV REVISED:1-10 I FILE NAME: G:\ENG\SPECS\5312 I DEPARTMENT I ENGINEERING PLATE: 5312 I VEGETATION! PR07EC1 Of IS PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE PLANTING HOLE DIMENSIONS (MINIMUM WIDTH DOES NOT APPLY IN MASS PLANTING BEDS) ALL VALUES ARE AS FOLLOWS: PLANT TYPE PLANT SIZE VP TO (A) MINIMUM (g) APPROXIMATE AND INCLUDING HOLE WIDTH HOLE DEPTH (1J A SLOANTNG A A PLI,LNTING. C IS(�45ENE0 8 SEEDLING (15% (149 30 s1 SEEDLING ttei (147 � MULCH � FINISHED MULCH (127 SEEDLING (237 (187 GRADE 2 B.B. (36ry (tory 12" (3 es. (az7 t 1 81 g ' " g VARIABLE CONFEROUS (41 B.B. (517 (137 '" •" -� "'"" TREES (5) MORE THAN 6" FROM THE TRUNK W x v z CENTER OF EDGE OF DEPTH OF DEPTH OF TYPE OF PLANT PLANT 7T) BRANCHING 7C7 MULCH MULCH MULCH LINE MULCFI LINE CONIFEROUS TREES VARIES 3'MIN. .}^-B° 4". 6" DECIDUOUSTREES S'PAIN. NtA 4"-E" 4'-8" CONIFEROUS SHRUBS VARIES 3'MIN. T. 4" d"-8' DECIDUOUS SHRUBS 3' MIN. NIA 4"-6" 4"-6" VINES 2! MIN, 1NlA 4"-B" d" -B" PERENUL.S VARf£3 2' MIN. 2".4" 4° tv1ACHRE3RANSPLANYED LASES 12"BL-`POND EDGE OF HDLG 4"-6' A"-6" biLkGt[ PIACEA!ENt DEYA6,Qum REVISED; I FILE NAME: ENGINEERING I PLATE: PLANTING DETAILS FOR 3-14 G:\ENG\SPECS\5310 DEPARTMENT 5310 STEEP SLOPES/MASS BED PLANTINGS WITHIN THE CYLINDER SHALL NOT EXCEED 3' DEPTH AND SHALL BE 1 'COMPOST MnJDOT 3890 CIRCUMFERENCE FROM GROUND UNE TO 15T MAJOR BRANCH. 10', 2,2 LB. FLANGED CHANNEL STEEL SIGN POST (Mn/b07 3401) OR APPROVED EQUAL. MULCH LOOSENED SOIL FINISHED GRADE APPLICABLE W DECIDUOUS TREES OVER 4" CALIPER AND EVERGREEN TREES OVER 10' HT, FOLD LINE SPECIFIED IN MULCH PLACEMENT DETAIL. DETAIL 4 " MULCH MATERIAL Mn/DOT 3882 TYPE 6 UNLESS OTHERWISE SPECIFIED. Y --THE BOTTOM WHORL OF PINE BRANCHES MAY HAVE TO BE 6,"*THE BOTTOM WHORL OF PINE HINGE REMOVED TO PERMIT INSTALLATION OF 12 MIN, HDGHT BRANCHES MAY HAVE TO BE RODENT GUARDS. REMOVED TO PERMIT INSTALLATION ,��4^, ® - - ® - OF 12' MIN, HEIGHT RODENT GUARDS, 7 7 INSTALL ON ALL DECIDUOUS AND PINE TREES. DO NOT INSTALL ON SPRUCE TREES. 7.i -INSTALL ON ALL DECIDUOUS AND PIE TREES, DO ST ON N T NOT INSTALL SPRUCE TREES. i �Y) a ( 0M'Ti 0TAB TYP,) II , RODENT PROTECTION DETAIL (OPTION 1) 9 .: * 2 P SIZE FOR DECIDUOUS TREES ' 12" SIZE FOR ` DO "1 15" a} MF CONIFEROUS TREES. l 85.25• PREVAILING WIND "D 3.25" MIN. I. --USE SEAMLESS,EXTRUDED. TWIN -WALL, RIGIDANDYSEENMI RTUBESAMS M'EENTA LASER RODENT PROTECTION DETAIL (OPTION 2) NETTING LINE PERFORATION AND AN LASER UNEZ OUTWARD -FLARED TOP RIM, PERFORATON Z --SECURE THE SHELTER WITH NYLON NOTES: TUBE SHELTER RACHET -LOCKING PES ATTACHED TO A 1. --STEEL POSTS TO BE NOTCHED OR DRILLED TO $gT7AAJ7$� 1" x 1" WHITE OAK STAKE TO PREVENT RETAIN GUY WIRES. PLACE OUTSIDE OF ROOT (LENGTH VARltsj DISLODGING OR TWISTING IMBED THE BALL. DRIVE PLUMB REGARDLESS OF GROUND BOTTOM OF THE TUBE A MINIMUM OF SLOPE. I" BELOW THE SOIL SURFACE WITHOUT 7' ROLLED STEEL RELEASABLE DISTURBING THE TREE ROOTS, Z -'REQUESTS TO SUBSTITUTE RUBBER HOSE AND POST (MB/DOT 3403 RATCHET TIE TO ( » WIREAPPROVED,GUYING SYSTEMS WILL NOT BE OR APPROVED EQUAL. SECURE STAKE IN *1" MI 3. INSTALL A PLASTIC PHOTODEGRAOABLE NETTING COVER AND SLEEVE OVER THE 3.raTREE STAKING IS NOT REQUIRED UNLESS 16" LONG FORMED TUBE RECESS 7pP OF THE NBE TO PREVENT SPECIFIED OR NECESSARY TO MAINTAIN TREES POLYPROPYLENE OR i ENTRAPMENT OF BIRDS. PULL NETTINGIN A PLUMB CONDITION WHERE VANDAUSA POLYETHYLENE 40 MIL, DOWN AS SHOWN. SOIL OR WIND CONDITIONS ARE A PROBLEM, 1,5' 'NDE STRAPS. OR AS REQUESTED BY THE ENGINEER. ATTACH WIN 10 go WIRE, SEEDLING TREE SHELTER DETAIL 4 -"REMOVE AFTER CNE YEAR. .aa Y.i PAINT TREEaff OF PLANTING SOIL CHm ""'DISTURBED SAIL )SENED SOIL WITH SOIL AMENDMENTS ISHED SOIL ELEVATION 121L. N, 12" LOOSENED W,TM SOIL AMENDMENTS _..DISTURBED SOIL 8.**MULCH WITHIN THE CYLINDER SHALL NOT EXCEED 3" 12" MIN, PULLED BACK FROM THE TRUNK AS WP TAB DEPTH AND SHALL BE PULLED BACK FROM THE TRUNK AS SPECIFIED IN MULCH PLACEMENT .A LARGE LATERAL BRANCH. D DROP CROTCH OR CUTTING BACK SIGNIFlCANT TREES NEAR THE PROPOSED CONSTRUCTION LIMITS WILL BE IDENTIFIED IN THE PLAN OR BY THE ENGINEER AND PRESERVED BY THE CONTRACTOR. NOTES: I. --PLACE THE TEMPORARY FENCE 2.-'72EDUCE SLOPE ROUNDING WHERE ROOT ZONES WILL BE DISTURBED BY NORMAL SLOPE ROUNDING, AS APPROVED BY THE ENGINEER. 3.^VARY BACK SLOPE STEEPNESS TO AVOID TREE LOSS OR UNNECESSARY ROOT DAMAGE, AS APPROVED BY THE ENGINEER, TEMPORARY FENCE REbUCED ROUNDING 7- NORMAL ROUNDING COLLAR DROP CROTCH PRUNING IS B USED FOR REDUCING THE A HEIGHT OR LENGTH OF MAIN C STEMS OR BRANCHES BY CUTTING BACK TO STANDARD TREE STAKING /GUYING DETAIL I^ MIN. Hr, FOR D€c!Duous GENERAL NOTES ZEES AND 12" MIN. HL FOR vE TREES SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. 1/4" GALVANIZED WIRE THE PLANTING DETAILS REPRESENT ADEQUATELY GRAINED SOIL STAKE WITH HOOK CONDITIONS. THE CONTRACTOR SHOULD EXERCISE DISCRETION IN SETTING PLANTS 1"-3" HIGHER IN POORLY DRAINED SOILS OR USING ALTERNATIVE PLANTING DETAILS ON SHEET B. PLANING HOLE AND 130 LBS -HIGH DENSITY RED CULTIVATION THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ADEQUATE DRAINAGE POLYETHYLENE. IN HEAVY POORLY DRAINED OR IMPERVIOUS SOILS. BROWN IN COLOR LOOSEN ALL ISOLATED TREE PLANTING LOCATIONS AND PLANTING BEGS TO A MINIMUM DEPTH OF 12", SOIL AMENDMENTS SHALL BE APPLIED • 6" LANDSCAPE STAPLE DURING CULTIVATION. MIN, 2 PER TAB USE CULTIVATED AND AMENDED SOIL EXCAVATED FROM PLANING HOLE'. BACKFILL 5qL REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER, FERTILIZER MN/bDT 388 NAME: G: \ENG\SPECS\5311 DEPARTMENT ENGINEERING REVISED: 1-10 FILE PLATE: 5311 MASS PLANTING TREE PAINTING en mnmrc rrnue Lrv,en rnm, i er,nn�. PAINT TREE CIRCUMIFERANCE FROM GROUND LINE t0 FIRST MAJOR BRANCH. PLANTING PLAN RESPECT STATED DIMENSIONS BEFORE SCALING FROM PLAN, PLANT TYPE AVERAGE AMOUNT OF WATER PER APPLICATION IN GALLONS MACHINE TRANSPLANTED TREES 50 42" AND UP BARE ROOT TREES 7$ WATERING BALLED & BURLAPPE) SHRUBS TO GUIDELINES BARE ROOT OR CONTAINER SI4RU85 7 WOODY SEEDLINGS 4 PERENNIALS AND LANES $ It IS 'THE CONTRACTOR'S RESPONSIBUtt TO MONITOR AND MAINTAIN SOIL MOISTURE AT ADEQUATE BUT NOT EXCESSIVE LEVELS. THE ABOVE LISTED APPLICATI ON AMOUNTS ARE GUIDELINES, NOT REQUIREMENTS. PLANTING DETAIL I BRANCH BARK RII DEAD BRANCH LIVING BRAND C I E E 1 G D NG 0 @@RRpp H COLLAR LI X BRANCH NOTES: INCORRECT CUT (TOO CLOSE) RESULTING 7?"REDUCE COMPACTION ON ROOT SYSTEMS IN DISCONTINUOUS CALLUS FORMATION WHERE IT OCCURS BY DRILLING 50 on. (2") AFTER ONE SEASON OF GROWTH. SIAM, HOLES IN THE SOIL, t0 A DEPTH dF 450 mm BEGIN 3 FGM THE TREE LEAVING BRANCH COLLAR CORRECT CUT { TRUNK AA 2 CONTINUE. T HINTERVALS I N BUT NO THUS) RESULTING IN CONTINUOUS CONCENTRIRI C RINGS OUT TO THE PROTECTION DOUGHNUT SHAPED CALLUS FORMATION ROOT SYSTEM BRIDGE ZONE AFTER ONE SEASON OF GROWTH. 2. WATERING OF R00T DAMAGED TREES WILL BE VIBRATORY PLOW STADEQUATE REQUIRED TO MAINTAINA EQU TE BUT NOT 'EPS TO PRUNING EXCESSIVE SOIL MOISTURE To DEPTH OF i8" WTHIN THE UNDISTURBED PORTION OF IST CUT PART WAY THROUGH THE THE IMPACTED TREE pRIPLINE. BRANCH AT POINT A. 2. --THEN CUT COMPLETELY THROUGH 3.••A 6 INCH LAYER OF WOODCHIP MULCH BRANCH FROM POINT 8 TO A.PLACED OVER A TYPE III (37331 GEOTEXTILE "'"� _ FABRIC MAY BE USEb IN LIEU OF THE ROOT 3. --NOW CUT FROM POINT C TO D. _ `-ss' SYSTEM BRIDGE. a. -IIF D IS HARD TO FIND, DROP A 4.• -WHEN DE50NAMO IN THE PLAN OR WHEN VERTICALLY PLUMB LINE WN DOTO DIRECTED BY THE ENGINEER, ALL TREE ROOTS POINT X. THE ANGLE X -C -D AT THE CONSTRUCTION LIMITS SHALL BE CUT SHOULD BE APPROXIMATELY EQUAL CLEANLY (TO THE MAXIMUM DEPTH Td %-C-E. ROOT SYSTEM BRIDGE AND VIBRATOROY PLOW NECESSARY FOR CONSTRUCTION) WITH A VIBRATORY PLOW Oft OTHER APPROVED ROOT CUTTER PRIOR TO ANY EXCAVATION. ROOT ENDS EXPOSED BY EXCAVATION ACTMTIES SHALL BE IMMEDIATELY COVERED WITH A (C PRUNING NOTES: LAYER OF ADJACENT SOIL, BACKFILL, REGRADE, SOME CONIFERS OR INSTALL RETAINING WALL AS DESIGNATED J? -LEAVE BRANCH COLLAR (0 TO D) IN THE PLAN OR WHEN DIRECTED BY THE 2?*DO NOT FWSH CUT (C TO X) TUNNEL ENGINEER. 3,I -DO NOT LEAVE STUBS (S TO A) PROTECTION ZONE 5.19F CONSTRUCTION VEHICLES MUST PASS OVER ROOT ZONES, CONSTRUCT ROOT SYSTEM +.-*BEST TIME TO PRUNE IS LATE BRIDGES W M STEEL PLATE SUPPORTED ON CORRECT TOO TON TOO SLADORMANT SEASON OR EARLY SPRING WOOD TIMBERS PLACED RADIALLY TO THE SLA PRUNING CLOSE LONG SLANTED AVOID PRUNING OAKS IN APRIL, MAY, TREE TRUNK. JUN CUT JUNE OR JULY. _ 8? -IMMEDIATELY PAINT OAK WOUNDS TREE PROTECTION ZONE MADE IN APRIL. MAY, ,NNE OR JULY WITH LATEX PART OR SHELLAC. KEE DIAMETER AT - MINIMUM DISTANCE FROM 9 4.5' ABOVE GROUND FACE OF TREE TRUNK 0"-2" 2 -4 4 -B 5 -i 12 BRANCHES SMALLER THEN 2" t7 IN DIAMETER SHOULD BE CUT *WHEN UTUTY INSTALLATIONS MUST OCCUR JUST BEYOND A LATERAL BUD OR WTHIN THE TREE PROTECTION ZONE AS DEFINED ANOTHER SMALL LATERAL BRANCH. THE UTILITY INSTALLATION TUNNEL IN THE ABOVE CHART THE CONTRA�MR SHALL PRUNING SMALL BRANCHES IDEAL CUT SHOULD DE SHARP, BORE (TUNNEL UNDER TREE ROOTS THAT ARE CLEAN. AND MADE ON A SLIGHT ANGLE. TO BE PRESS THE OONTRACIOR SHALL BORE AT A MINIMUM DEPTH OF 24 BELOW THE GROUND SURFACE WTHIN THIS ZONE ROOT PROTECTION AND TRENCHING DETAILS R FURNISH AND INSTALL TEMPORARY FENCE AT THE tREE'S TRIBUNE FABRICATE 12" X S"X 3/8` SIGN WITH 0.75' RADIUS CORNERS. OR CONSTRUCTOR LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION, SIGN SHALL BE WHITE WITH BLACK LETTERING. ATTACH SIGN WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE TO POST USING 1' LENGTH WOOD SCREWS, PLACED AT 2.5° PLACE PROTECTION SIGNS ALONG FENCE AT 20' INTERVALS, AND 7.3" RESPECTIVELY FROM ME BOTTOM EDGE OF THE SIGN. SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL ANY FlLL REQUIRED WTHIN THE DRIP LINE OF TREES SHALL BE AN UNCOMPAC7E0 (WITH A COARSE SAND COMPONENT) SANDY LOAM TOPSOIL EXCESSIVE FALL MAY REQUIRE INSTALLING PERFORATED PIPE WITH AT LEAST ONIE DAYUGNTED ENO OPENING AS AN AERATI ON SYSTEM. FILL DETAIL ION DETAIL t HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE ��- 99 iSPECIFICATION,IOR REPORT WAS GLACCUM H lilt 15 D' PREPARED BY ME OR UNDER MY DESIGNED: MK 6-5-15 CITY SUBMITTAL 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: EMK 6-16-I5 CITY COMMENTS AM A DULY LICENSED 8-14-I5 CITY SUBMITTAL I Minneapolis, MIN 5 5415 LANDSCAPE ARCHITECT UNDER PROJECT NO: 215-0030 T13E LAWS OF THE STATE OF 612.758.3080 MAIN MINNESO= 15250 wAYZATAsoVI.EVARD 612.758.3099 FAX CONSTRUCTION E DOCUMNTS LANDSCAPE DETAILS SUITE 101 ALL 1 A N T www.alliant-inc.com MARK xRONBECK, PLA, ASLA QA/QC REVIEW WAYZATA, MN 55391 8-14-15 26222 FINAL �� SUBMITTAL SHEET 15 iV REVISED:1-10 I FILE NAME: G:\ENG\SPECS\5312 I DEPARTMENT I ENGINEERING PLATE: 5312 I VEGETATION! PR07EC1 Of IS PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE PLANTING HOLE DIMENSIONS (MINIMUM WIDTH DOES NOT APPLY IN MASS PLANTING BEDS) ALL VALUES ARE AS FOLLOWS: PLANT TYPE PLANT SIZE VP TO (A) MINIMUM (g) APPROXIMATE AND INCLUDING HOLE WIDTH HOLE DEPTH (1J A SLOANTNG A A PLI,LNTING. C IS(�45ENE0 8 SEEDLING (15% (149 30 s1 SEEDLING ttei (147 � MULCH � FINISHED MULCH (127 SEEDLING (237 (187 GRADE 2 B.B. (36ry (tory 12" (3 es. (az7 t 1 81 g ' " g VARIABLE CONFEROUS (41 B.B. (517 (137 '" •" -� "'"" TREES (5) biLkGt[ PIACEA!ENt DEYA6,Qum REVISED; I FILE NAME: ENGINEERING I PLATE: PLANTING DETAILS FOR 3-14 G:\ENG\SPECS\5310 DEPARTMENT 5310 STEEP SLOPES/MASS BED PLANTINGS WITHIN THE CYLINDER SHALL NOT EXCEED 3' DEPTH AND SHALL BE 1 'COMPOST MnJDOT 3890 CIRCUMFERENCE FROM GROUND UNE TO 15T MAJOR BRANCH. 10', 2,2 LB. FLANGED CHANNEL STEEL SIGN POST (Mn/b07 3401) OR APPROVED EQUAL. MULCH LOOSENED SOIL FINISHED GRADE APPLICABLE W DECIDUOUS TREES OVER 4" CALIPER AND EVERGREEN TREES OVER 10' HT, FOLD LINE SPECIFIED IN MULCH PLACEMENT DETAIL. DETAIL 4 " MULCH MATERIAL Mn/DOT 3882 TYPE 6 UNLESS OTHERWISE SPECIFIED. Y --THE BOTTOM WHORL OF PINE BRANCHES MAY HAVE TO BE 6,"*THE BOTTOM WHORL OF PINE HINGE REMOVED TO PERMIT INSTALLATION OF 12 MIN, HDGHT BRANCHES MAY HAVE TO BE RODENT GUARDS. REMOVED TO PERMIT INSTALLATION ,��4^, ® - - ® - OF 12' MIN, HEIGHT RODENT GUARDS, 7 7 INSTALL ON ALL DECIDUOUS AND PINE TREES. DO NOT INSTALL ON SPRUCE TREES. 7.i -INSTALL ON ALL DECIDUOUS AND PIE TREES, DO ST ON N T NOT INSTALL SPRUCE TREES. i �Y) a ( 0M'Ti 0TAB TYP,) II , RODENT PROTECTION DETAIL (OPTION 1) 9 .: * 2 P SIZE FOR DECIDUOUS TREES ' 12" SIZE FOR ` DO "1 15" a} MF CONIFEROUS TREES. l 85.25• PREVAILING WIND "D 3.25" MIN. I. --USE SEAMLESS,EXTRUDED. TWIN -WALL, RIGIDANDYSEENMI RTUBESAMS M'EENTA LASER RODENT PROTECTION DETAIL (OPTION 2) NETTING LINE PERFORATION AND AN LASER UNEZ OUTWARD -FLARED TOP RIM, PERFORATON Z --SECURE THE SHELTER WITH NYLON NOTES: TUBE SHELTER RACHET -LOCKING PES ATTACHED TO A 1. --STEEL POSTS TO BE NOTCHED OR DRILLED TO $gT7AAJ7$� 1" x 1" WHITE OAK STAKE TO PREVENT RETAIN GUY WIRES. PLACE OUTSIDE OF ROOT (LENGTH VARltsj DISLODGING OR TWISTING IMBED THE BALL. DRIVE PLUMB REGARDLESS OF GROUND BOTTOM OF THE TUBE A MINIMUM OF SLOPE. I" BELOW THE SOIL SURFACE WITHOUT 7' ROLLED STEEL RELEASABLE DISTURBING THE TREE ROOTS, Z -'REQUESTS TO SUBSTITUTE RUBBER HOSE AND POST (MB/DOT 3403 RATCHET TIE TO ( » WIREAPPROVED,GUYING SYSTEMS WILL NOT BE OR APPROVED EQUAL. SECURE STAKE IN *1" MI 3. INSTALL A PLASTIC PHOTODEGRAOABLE NETTING COVER AND SLEEVE OVER THE 3.raTREE STAKING IS NOT REQUIRED UNLESS 16" LONG FORMED TUBE RECESS 7pP OF THE NBE TO PREVENT SPECIFIED OR NECESSARY TO MAINTAIN TREES POLYPROPYLENE OR i ENTRAPMENT OF BIRDS. PULL NETTINGIN A PLUMB CONDITION WHERE VANDAUSA POLYETHYLENE 40 MIL, DOWN AS SHOWN. SOIL OR WIND CONDITIONS ARE A PROBLEM, 1,5' 'NDE STRAPS. OR AS REQUESTED BY THE ENGINEER. ATTACH WIN 10 go WIRE, SEEDLING TREE SHELTER DETAIL 4 -"REMOVE AFTER CNE YEAR. .aa Y.i PAINT TREEaff OF PLANTING SOIL CHm ""'DISTURBED SAIL )SENED SOIL WITH SOIL AMENDMENTS ISHED SOIL ELEVATION 121L. N, 12" LOOSENED W,TM SOIL AMENDMENTS _..DISTURBED SOIL 8.**MULCH WITHIN THE CYLINDER SHALL NOT EXCEED 3" 12" MIN, PULLED BACK FROM THE TRUNK AS WP TAB DEPTH AND SHALL BE PULLED BACK FROM THE TRUNK AS SPECIFIED IN MULCH PLACEMENT .A LARGE LATERAL BRANCH. D DROP CROTCH OR CUTTING BACK SIGNIFlCANT TREES NEAR THE PROPOSED CONSTRUCTION LIMITS WILL BE IDENTIFIED IN THE PLAN OR BY THE ENGINEER AND PRESERVED BY THE CONTRACTOR. NOTES: I. --PLACE THE TEMPORARY FENCE 2.-'72EDUCE SLOPE ROUNDING WHERE ROOT ZONES WILL BE DISTURBED BY NORMAL SLOPE ROUNDING, AS APPROVED BY THE ENGINEER. 3.^VARY BACK SLOPE STEEPNESS TO AVOID TREE LOSS OR UNNECESSARY ROOT DAMAGE, AS APPROVED BY THE ENGINEER, TEMPORARY FENCE REbUCED ROUNDING 7- NORMAL ROUNDING COLLAR DROP CROTCH PRUNING IS B USED FOR REDUCING THE A HEIGHT OR LENGTH OF MAIN C STEMS OR BRANCHES BY CUTTING BACK TO STANDARD TREE STAKING /GUYING DETAIL I^ MIN. Hr, FOR D€c!Duous GENERAL NOTES ZEES AND 12" MIN. HL FOR vE TREES SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. 1/4" GALVANIZED WIRE THE PLANTING DETAILS REPRESENT ADEQUATELY GRAINED SOIL STAKE WITH HOOK CONDITIONS. THE CONTRACTOR SHOULD EXERCISE DISCRETION IN SETTING PLANTS 1"-3" HIGHER IN POORLY DRAINED SOILS OR USING ALTERNATIVE PLANTING DETAILS ON SHEET B. PLANING HOLE AND 130 LBS -HIGH DENSITY RED CULTIVATION THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ADEQUATE DRAINAGE POLYETHYLENE. IN HEAVY POORLY DRAINED OR IMPERVIOUS SOILS. BROWN IN COLOR LOOSEN ALL ISOLATED TREE PLANTING LOCATIONS AND PLANTING BEGS TO A MINIMUM DEPTH OF 12", SOIL AMENDMENTS SHALL BE APPLIED • 6" LANDSCAPE STAPLE DURING CULTIVATION. MIN, 2 PER TAB USE CULTIVATED AND AMENDED SOIL EXCAVATED FROM PLANING HOLE'. BACKFILL 5qL REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER, FERTILIZER MN/bDT 388 NAME: G: \ENG\SPECS\5311 DEPARTMENT ENGINEERING REVISED: 1-10 FILE PLATE: 5311 MASS PLANTING TREE PAINTING en mnmrc rrnue Lrv,en rnm, i er,nn�. PAINT TREE CIRCUMIFERANCE FROM GROUND LINE t0 FIRST MAJOR BRANCH. PLANTING PLAN RESPECT STATED DIMENSIONS BEFORE SCALING FROM PLAN, PLANT TYPE AVERAGE AMOUNT OF WATER PER APPLICATION IN GALLONS MACHINE TRANSPLANTED TREES 50 42" AND UP BARE ROOT TREES 7$ WATERING BALLED & BURLAPPE) SHRUBS TO GUIDELINES BARE ROOT OR CONTAINER SI4RU85 7 WOODY SEEDLINGS 4 PERENNIALS AND LANES $ It IS 'THE CONTRACTOR'S RESPONSIBUtt TO MONITOR AND MAINTAIN SOIL MOISTURE AT ADEQUATE BUT NOT EXCESSIVE LEVELS. THE ABOVE LISTED APPLICATI ON AMOUNTS ARE GUIDELINES, NOT REQUIREMENTS. PLANTING DETAIL I BRANCH BARK RII DEAD BRANCH LIVING BRAND C I E E 1 G D NG 0 @@RRpp H COLLAR LI X BRANCH NOTES: INCORRECT CUT (TOO CLOSE) RESULTING 7?"REDUCE COMPACTION ON ROOT SYSTEMS IN DISCONTINUOUS CALLUS FORMATION WHERE IT OCCURS BY DRILLING 50 on. (2") AFTER ONE SEASON OF GROWTH. SIAM, HOLES IN THE SOIL, t0 A DEPTH dF 450 mm BEGIN 3 FGM THE TREE LEAVING BRANCH COLLAR CORRECT CUT { TRUNK AA 2 CONTINUE. T HINTERVALS I N BUT NO THUS) RESULTING IN CONTINUOUS CONCENTRIRI C RINGS OUT TO THE PROTECTION DOUGHNUT SHAPED CALLUS FORMATION ROOT SYSTEM BRIDGE ZONE AFTER ONE SEASON OF GROWTH. 2. WATERING OF R00T DAMAGED TREES WILL BE VIBRATORY PLOW STADEQUATE REQUIRED TO MAINTAINA EQU TE BUT NOT 'EPS TO PRUNING EXCESSIVE SOIL MOISTURE To DEPTH OF i8" WTHIN THE UNDISTURBED PORTION OF IST CUT PART WAY THROUGH THE THE IMPACTED TREE pRIPLINE. BRANCH AT POINT A. 2. --THEN CUT COMPLETELY THROUGH 3.••A 6 INCH LAYER OF WOODCHIP MULCH BRANCH FROM POINT 8 TO A.PLACED OVER A TYPE III (37331 GEOTEXTILE "'"� _ FABRIC MAY BE USEb IN LIEU OF THE ROOT 3. --NOW CUT FROM POINT C TO D. _ `-ss' SYSTEM BRIDGE. a. -IIF D IS HARD TO FIND, DROP A 4.• -WHEN DE50NAMO IN THE PLAN OR WHEN VERTICALLY PLUMB LINE WN DOTO DIRECTED BY THE ENGINEER, ALL TREE ROOTS POINT X. THE ANGLE X -C -D AT THE CONSTRUCTION LIMITS SHALL BE CUT SHOULD BE APPROXIMATELY EQUAL CLEANLY (TO THE MAXIMUM DEPTH Td %-C-E. ROOT SYSTEM BRIDGE AND VIBRATOROY PLOW NECESSARY FOR CONSTRUCTION) WITH A VIBRATORY PLOW Oft OTHER APPROVED ROOT CUTTER PRIOR TO ANY EXCAVATION. ROOT ENDS EXPOSED BY EXCAVATION ACTMTIES SHALL BE IMMEDIATELY COVERED WITH A (C PRUNING NOTES: LAYER OF ADJACENT SOIL, BACKFILL, REGRADE, SOME CONIFERS OR INSTALL RETAINING WALL AS DESIGNATED J? -LEAVE BRANCH COLLAR (0 TO D) IN THE PLAN OR WHEN DIRECTED BY THE 2?*DO NOT FWSH CUT (C TO X) TUNNEL ENGINEER. 3,I -DO NOT LEAVE STUBS (S TO A) PROTECTION ZONE 5.19F CONSTRUCTION VEHICLES MUST PASS OVER ROOT ZONES, CONSTRUCT ROOT SYSTEM +.-*BEST TIME TO PRUNE IS LATE BRIDGES W M STEEL PLATE SUPPORTED ON CORRECT TOO TON TOO SLADORMANT SEASON OR EARLY SPRING WOOD TIMBERS PLACED RADIALLY TO THE SLA PRUNING CLOSE LONG SLANTED AVOID PRUNING OAKS IN APRIL, MAY, TREE TRUNK. JUN CUT JUNE OR JULY. _ 8? -IMMEDIATELY PAINT OAK WOUNDS TREE PROTECTION ZONE MADE IN APRIL. MAY, ,NNE OR JULY WITH LATEX PART OR SHELLAC. KEE DIAMETER AT - MINIMUM DISTANCE FROM 9 4.5' ABOVE GROUND FACE OF TREE TRUNK 0"-2" 2 -4 4 -B 5 -i 12 BRANCHES SMALLER THEN 2" t7 IN DIAMETER SHOULD BE CUT *WHEN UTUTY INSTALLATIONS MUST OCCUR JUST BEYOND A LATERAL BUD OR WTHIN THE TREE PROTECTION ZONE AS DEFINED ANOTHER SMALL LATERAL BRANCH. THE UTILITY INSTALLATION TUNNEL IN THE ABOVE CHART THE CONTRA�MR SHALL PRUNING SMALL BRANCHES IDEAL CUT SHOULD DE SHARP, BORE (TUNNEL UNDER TREE ROOTS THAT ARE CLEAN. AND MADE ON A SLIGHT ANGLE. TO BE PRESS THE OONTRACIOR SHALL BORE AT A MINIMUM DEPTH OF 24 BELOW THE GROUND SURFACE WTHIN THIS ZONE ROOT PROTECTION AND TRENCHING DETAILS R FURNISH AND INSTALL TEMPORARY FENCE AT THE tREE'S TRIBUNE FABRICATE 12" X S"X 3/8` SIGN WITH 0.75' RADIUS CORNERS. OR CONSTRUCTOR LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION, SIGN SHALL BE WHITE WITH BLACK LETTERING. ATTACH SIGN WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE TO POST USING 1' LENGTH WOOD SCREWS, PLACED AT 2.5° PLACE PROTECTION SIGNS ALONG FENCE AT 20' INTERVALS, AND 7.3" RESPECTIVELY FROM ME BOTTOM EDGE OF THE SIGN. SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL ANY FlLL REQUIRED WTHIN THE DRIP LINE OF TREES SHALL BE AN UNCOMPAC7E0 (WITH A COARSE SAND COMPONENT) SANDY LOAM TOPSOIL EXCESSIVE FALL MAY REQUIRE INSTALLING PERFORATED PIPE WITH AT LEAST ONIE DAYUGNTED ENO OPENING AS AN AERATI ON SYSTEM. FILL DETAIL ION DETAIL t HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE ��- 99 iSPECIFICATION,IOR REPORT WAS GLACCUM H lilt 15 D' PREPARED BY ME OR UNDER MY DESIGNED: MK 6-5-15 CITY SUBMITTAL 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: EMK 6-16-I5 CITY COMMENTS AM A DULY LICENSED 8-14-I5 CITY SUBMITTAL I Minneapolis, MIN 5 5415 LANDSCAPE ARCHITECT UNDER PROJECT NO: 215-0030 T13E LAWS OF THE STATE OF 612.758.3080 MAIN MINNESO= 15250 wAYZATAsoVI.EVARD 612.758.3099 FAX CONSTRUCTION E DOCUMNTS LANDSCAPE DETAILS SUITE 101 ALL 1 A N T www.alliant-inc.com MARK xRONBECK, PLA, ASLA QA/QC REVIEW WAYZATA, MN 55391 8-14-15 26222 FINAL �� SUBMITTAL SHEET 15 iV REVISED:1-10 I FILE NAME: G:\ENG\SPECS\5312 I DEPARTMENT I ENGINEERING PLATE: 5312 I VEGETATION! PR07EC1 Of IS PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE PLANTING HOLE DIMENSIONS (MINIMUM WIDTH DOES NOT APPLY IN MASS PLANTING BEDS) ALL VALUES ARE AS FOLLOWS: PLANT TYPE PLANT SIZE VP TO (A) MINIMUM (g) APPROXIMATE AND INCLUDING HOLE WIDTH HOLE DEPTH (1J A SLOANTNG A A PLI,LNTING. C IS(�45ENE0 8 SEEDLING (15% (149 30 s1 SEEDLING ttei (147 � MULCH � FINISHED MULCH (127 SEEDLING (237 (187 GRADE 2 B.B. (36ry (tory 12" (3 es. (az7 t 1 81 g ' " g VARIABLE CONFEROUS (41 B.B. (517 (137 '" •" -� "'"" TREES (5) 1 'COMPOST MnJDOT 3890 CIRCUMFERENCE FROM GROUND UNE TO 15T MAJOR BRANCH. 10', 2,2 LB. FLANGED CHANNEL STEEL SIGN POST (Mn/b07 3401) OR APPROVED EQUAL. MULCH LOOSENED SOIL FINISHED GRADE APPLICABLE W DECIDUOUS TREES OVER 4" CALIPER AND EVERGREEN TREES OVER 10' HT, FOLD LINE SPECIFIED IN MULCH PLACEMENT DETAIL. DETAIL 4 " MULCH MATERIAL Mn/DOT 3882 TYPE 6 UNLESS OTHERWISE SPECIFIED. Y --THE BOTTOM WHORL OF PINE BRANCHES MAY HAVE TO BE 6,"*THE BOTTOM WHORL OF PINE HINGE REMOVED TO PERMIT INSTALLATION OF 12 MIN, HDGHT BRANCHES MAY HAVE TO BE RODENT GUARDS. REMOVED TO PERMIT INSTALLATION ,��4^, ® - - ® - OF 12' MIN, HEIGHT RODENT GUARDS, 7 7 INSTALL ON ALL DECIDUOUS AND PINE TREES. DO NOT INSTALL ON SPRUCE TREES. 7.i -INSTALL ON ALL DECIDUOUS AND PIE TREES, DO ST ON N T NOT INSTALL SPRUCE TREES. i �Y) a ( 0M'Ti 0TAB TYP,) II , RODENT PROTECTION DETAIL (OPTION 1) 9 .: * 2 P SIZE FOR DECIDUOUS TREES ' 12" SIZE FOR ` DO "1 15" a} MF CONIFEROUS TREES. l 85.25• PREVAILING WIND "D 3.25" MIN. I. --USE SEAMLESS,EXTRUDED. TWIN -WALL, RIGIDANDYSEENMI RTUBESAMS M'EENTA LASER RODENT PROTECTION DETAIL (OPTION 2) NETTING LINE PERFORATION AND AN LASER UNEZ OUTWARD -FLARED TOP RIM, PERFORATON Z --SECURE THE SHELTER WITH NYLON NOTES: TUBE SHELTER RACHET -LOCKING PES ATTACHED TO A 1. --STEEL POSTS TO BE NOTCHED OR DRILLED TO $gT7AAJ7$� 1" x 1" WHITE OAK STAKE TO PREVENT RETAIN GUY WIRES. PLACE OUTSIDE OF ROOT (LENGTH VARltsj DISLODGING OR TWISTING IMBED THE BALL. DRIVE PLUMB REGARDLESS OF GROUND BOTTOM OF THE TUBE A MINIMUM OF SLOPE. I" BELOW THE SOIL SURFACE WITHOUT 7' ROLLED STEEL RELEASABLE DISTURBING THE TREE ROOTS, Z -'REQUESTS TO SUBSTITUTE RUBBER HOSE AND POST (MB/DOT 3403 RATCHET TIE TO ( » WIREAPPROVED,GUYING SYSTEMS WILL NOT BE OR APPROVED EQUAL. SECURE STAKE IN *1" MI 3. INSTALL A PLASTIC PHOTODEGRAOABLE NETTING COVER AND SLEEVE OVER THE 3.raTREE STAKING IS NOT REQUIRED UNLESS 16" LONG FORMED TUBE RECESS 7pP OF THE NBE TO PREVENT SPECIFIED OR NECESSARY TO MAINTAIN TREES POLYPROPYLENE OR i ENTRAPMENT OF BIRDS. PULL NETTINGIN A PLUMB CONDITION WHERE VANDAUSA POLYETHYLENE 40 MIL, DOWN AS SHOWN. SOIL OR WIND CONDITIONS ARE A PROBLEM, 1,5' 'NDE STRAPS. OR AS REQUESTED BY THE ENGINEER. ATTACH WIN 10 go WIRE, SEEDLING TREE SHELTER DETAIL 4 -"REMOVE AFTER CNE YEAR. .aa Y.i PAINT TREEaff OF PLANTING SOIL CHm ""'DISTURBED SAIL )SENED SOIL WITH SOIL AMENDMENTS ISHED SOIL ELEVATION 121L. N, 12" LOOSENED W,TM SOIL AMENDMENTS _..DISTURBED SOIL 8.**MULCH WITHIN THE CYLINDER SHALL NOT EXCEED 3" 12" MIN, PULLED BACK FROM THE TRUNK AS WP TAB DEPTH AND SHALL BE PULLED BACK FROM THE TRUNK AS SPECIFIED IN MULCH PLACEMENT .A LARGE LATERAL BRANCH. D DROP CROTCH OR CUTTING BACK SIGNIFlCANT TREES NEAR THE PROPOSED CONSTRUCTION LIMITS WILL BE IDENTIFIED IN THE PLAN OR BY THE ENGINEER AND PRESERVED BY THE CONTRACTOR. NOTES: I. --PLACE THE TEMPORARY FENCE 2.-'72EDUCE SLOPE ROUNDING WHERE ROOT ZONES WILL BE DISTURBED BY NORMAL SLOPE ROUNDING, AS APPROVED BY THE ENGINEER. 3.^VARY BACK SLOPE STEEPNESS TO AVOID TREE LOSS OR UNNECESSARY ROOT DAMAGE, AS APPROVED BY THE ENGINEER, TEMPORARY FENCE REbUCED ROUNDING 7- NORMAL ROUNDING COLLAR DROP CROTCH PRUNING IS B USED FOR REDUCING THE A HEIGHT OR LENGTH OF MAIN C STEMS OR BRANCHES BY CUTTING BACK TO STANDARD TREE STAKING /GUYING DETAIL I^ MIN. Hr, FOR D€c!Duous GENERAL NOTES ZEES AND 12" MIN. HL FOR vE TREES SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. 1/4" GALVANIZED WIRE THE PLANTING DETAILS REPRESENT ADEQUATELY GRAINED SOIL STAKE WITH HOOK CONDITIONS. THE CONTRACTOR SHOULD EXERCISE DISCRETION IN SETTING PLANTS 1"-3" HIGHER IN POORLY DRAINED SOILS OR USING ALTERNATIVE PLANTING DETAILS ON SHEET B. PLANING HOLE AND 130 LBS -HIGH DENSITY RED CULTIVATION THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ADEQUATE DRAINAGE POLYETHYLENE. IN HEAVY POORLY DRAINED OR IMPERVIOUS SOILS. BROWN IN COLOR LOOSEN ALL ISOLATED TREE PLANTING LOCATIONS AND PLANTING BEGS TO A MINIMUM DEPTH OF 12", SOIL AMENDMENTS SHALL BE APPLIED • 6" LANDSCAPE STAPLE DURING CULTIVATION. MIN, 2 PER TAB USE CULTIVATED AND AMENDED SOIL EXCAVATED FROM PLANING HOLE'. BACKFILL 5qL REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER, FERTILIZER MN/bDT 388 NAME: G: \ENG\SPECS\5311 DEPARTMENT ENGINEERING REVISED: 1-10 FILE PLATE: 5311 MASS PLANTING TREE PAINTING en mnmrc rrnue Lrv,en rnm, i er,nn�. PAINT TREE CIRCUMIFERANCE FROM GROUND LINE t0 FIRST MAJOR BRANCH. PLANTING PLAN RESPECT STATED DIMENSIONS BEFORE SCALING FROM PLAN, PLANT TYPE AVERAGE AMOUNT OF WATER PER APPLICATION IN GALLONS MACHINE TRANSPLANTED TREES 50 42" AND UP BARE ROOT TREES 7$ WATERING BALLED & BURLAPPE) SHRUBS TO GUIDELINES BARE ROOT OR CONTAINER SI4RU85 7 WOODY SEEDLINGS 4 PERENNIALS AND LANES $ It IS 'THE CONTRACTOR'S RESPONSIBUtt TO MONITOR AND MAINTAIN SOIL MOISTURE AT ADEQUATE BUT NOT EXCESSIVE LEVELS. THE ABOVE LISTED APPLICATI ON AMOUNTS ARE GUIDELINES, NOT REQUIREMENTS. PLANTING DETAIL I BRANCH BARK RII DEAD BRANCH LIVING BRAND C I E E 1 G D NG 0 @@RRpp H COLLAR LI X BRANCH NOTES: INCORRECT CUT (TOO CLOSE) RESULTING 7?"REDUCE COMPACTION ON ROOT SYSTEMS IN DISCONTINUOUS CALLUS FORMATION WHERE IT OCCURS BY DRILLING 50 on. (2") AFTER ONE SEASON OF GROWTH. SIAM, HOLES IN THE SOIL, t0 A DEPTH dF 450 mm BEGIN 3 FGM THE TREE LEAVING BRANCH COLLAR CORRECT CUT { TRUNK AA 2 CONTINUE. T HINTERVALS I N BUT NO THUS) RESULTING IN CONTINUOUS CONCENTRIRI C RINGS OUT TO THE PROTECTION DOUGHNUT SHAPED CALLUS FORMATION ROOT SYSTEM BRIDGE ZONE AFTER ONE SEASON OF GROWTH. 2. WATERING OF R00T DAMAGED TREES WILL BE VIBRATORY PLOW STADEQUATE REQUIRED TO MAINTAINA EQU TE BUT NOT 'EPS TO PRUNING EXCESSIVE SOIL MOISTURE To DEPTH OF i8" WTHIN THE UNDISTURBED PORTION OF IST CUT PART WAY THROUGH THE THE IMPACTED TREE pRIPLINE. BRANCH AT POINT A. 2. --THEN CUT COMPLETELY THROUGH 3.••A 6 INCH LAYER OF WOODCHIP MULCH BRANCH FROM POINT 8 TO A.PLACED OVER A TYPE III (37331 GEOTEXTILE "'"� _ FABRIC MAY BE USEb IN LIEU OF THE ROOT 3. --NOW CUT FROM POINT C TO D. _ `-ss' SYSTEM BRIDGE. a. -IIF D IS HARD TO FIND, DROP A 4.• -WHEN DE50NAMO IN THE PLAN OR WHEN VERTICALLY PLUMB LINE WN DOTO DIRECTED BY THE ENGINEER, ALL TREE ROOTS POINT X. THE ANGLE X -C -D AT THE CONSTRUCTION LIMITS SHALL BE CUT SHOULD BE APPROXIMATELY EQUAL CLEANLY (TO THE MAXIMUM DEPTH Td %-C-E. ROOT SYSTEM BRIDGE AND VIBRATOROY PLOW NECESSARY FOR CONSTRUCTION) WITH A VIBRATORY PLOW Oft OTHER APPROVED ROOT CUTTER PRIOR TO ANY EXCAVATION. ROOT ENDS EXPOSED BY EXCAVATION ACTMTIES SHALL BE IMMEDIATELY COVERED WITH A (C PRUNING NOTES: LAYER OF ADJACENT SOIL, BACKFILL, REGRADE, SOME CONIFERS OR INSTALL RETAINING WALL AS DESIGNATED J? -LEAVE BRANCH COLLAR (0 TO D) IN THE PLAN OR WHEN DIRECTED BY THE 2?*DO NOT FWSH CUT (C TO X) TUNNEL ENGINEER. 3,I -DO NOT LEAVE STUBS (S TO A) PROTECTION ZONE 5.19F CONSTRUCTION VEHICLES MUST PASS OVER ROOT ZONES, CONSTRUCT ROOT SYSTEM +.-*BEST TIME TO PRUNE IS LATE BRIDGES W M STEEL PLATE SUPPORTED ON CORRECT TOO TON TOO SLADORMANT SEASON OR EARLY SPRING WOOD TIMBERS PLACED RADIALLY TO THE SLA PRUNING CLOSE LONG SLANTED AVOID PRUNING OAKS IN APRIL, MAY, TREE TRUNK. JUN CUT JUNE OR JULY. _ 8? -IMMEDIATELY PAINT OAK WOUNDS TREE PROTECTION ZONE MADE IN APRIL. MAY, ,NNE OR JULY WITH LATEX PART OR SHELLAC. KEE DIAMETER AT - MINIMUM DISTANCE FROM 9 4.5' ABOVE GROUND FACE OF TREE TRUNK 0"-2" 2 -4 4 -B 5 -i 12 BRANCHES SMALLER THEN 2" t7 IN DIAMETER SHOULD BE CUT *WHEN UTUTY INSTALLATIONS MUST OCCUR JUST BEYOND A LATERAL BUD OR WTHIN THE TREE PROTECTION ZONE AS DEFINED ANOTHER SMALL LATERAL BRANCH. THE UTILITY INSTALLATION TUNNEL IN THE ABOVE CHART THE CONTRA�MR SHALL PRUNING SMALL BRANCHES IDEAL CUT SHOULD DE SHARP, BORE (TUNNEL UNDER TREE ROOTS THAT ARE CLEAN. AND MADE ON A SLIGHT ANGLE. TO BE PRESS THE OONTRACIOR SHALL BORE AT A MINIMUM DEPTH OF 24 BELOW THE GROUND SURFACE WTHIN THIS ZONE ROOT PROTECTION AND TRENCHING DETAILS R FURNISH AND INSTALL TEMPORARY FENCE AT THE tREE'S TRIBUNE FABRICATE 12" X S"X 3/8` SIGN WITH 0.75' RADIUS CORNERS. OR CONSTRUCTOR LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION, SIGN SHALL BE WHITE WITH BLACK LETTERING. ATTACH SIGN WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE TO POST USING 1' LENGTH WOOD SCREWS, PLACED AT 2.5° PLACE PROTECTION SIGNS ALONG FENCE AT 20' INTERVALS, AND 7.3" RESPECTIVELY FROM ME BOTTOM EDGE OF THE SIGN. SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL ANY FlLL REQUIRED WTHIN THE DRIP LINE OF TREES SHALL BE AN UNCOMPAC7E0 (WITH A COARSE SAND COMPONENT) SANDY LOAM TOPSOIL EXCESSIVE FALL MAY REQUIRE INSTALLING PERFORATED PIPE WITH AT LEAST ONIE DAYUGNTED ENO OPENING AS AN AERATI ON SYSTEM. FILL DETAIL ION DETAIL t HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE ��- 99 iSPECIFICATION,IOR REPORT WAS GLACCUM H lilt 15 D' PREPARED BY ME OR UNDER MY DESIGNED: MK 6-5-15 CITY SUBMITTAL 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: EMK 6-16-I5 CITY COMMENTS AM A DULY LICENSED 8-14-I5 CITY SUBMITTAL I Minneapolis, MIN 5 5415 LANDSCAPE ARCHITECT UNDER PROJECT NO: 215-0030 T13E LAWS OF THE STATE OF 612.758.3080 MAIN MINNESO= 15250 wAYZATAsoVI.EVARD 612.758.3099 FAX CONSTRUCTION E DOCUMNTS LANDSCAPE DETAILS SUITE 101 ALL 1 A N T www.alliant-inc.com MARK xRONBECK, PLA, ASLA QA/QC REVIEW WAYZATA, MN 55391 8-14-15 26222 FINAL �� SUBMITTAL SHEET 15 iV REVISED:1-10 I FILE NAME: G:\ENG\SPECS\5312 I DEPARTMENT I ENGINEERING PLATE: 5312 I VEGETATION! PR07EC1 Of IS PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE PLANTING HOLE DIMENSIONS (MINIMUM WIDTH DOES NOT APPLY IN MASS PLANTING BEDS) ALL VALUES ARE AS FOLLOWS: PLANT TYPE PLANT SIZE VP TO (A) MINIMUM (g) APPROXIMATE AND INCLUDING HOLE WIDTH HOLE DEPTH (1J A SLOANTNG A A PLI,LNTING. C IS(�45ENE0 8 SEEDLING (15% (149 30 s1 SEEDLING ttei (147 � MULCH � FINISHED MULCH (127 SEEDLING (237 (187 GRADE 2 B.B. (36ry (tory 12" (3 es. (az7 t 1 81 g ' " g VARIABLE CONFEROUS (41 B.B. (517 (137 '" •" -� "'"" TREES (5) FOLD LINE SPECIFIED IN MULCH PLACEMENT DETAIL. DETAIL 4 " MULCH MATERIAL Mn/DOT 3882 TYPE 6 UNLESS OTHERWISE SPECIFIED. Y --THE BOTTOM WHORL OF PINE BRANCHES MAY HAVE TO BE 6,"*THE BOTTOM WHORL OF PINE HINGE REMOVED TO PERMIT INSTALLATION OF 12 MIN, HDGHT BRANCHES MAY HAVE TO BE RODENT GUARDS. REMOVED TO PERMIT INSTALLATION ,��4^, ® - - ® - OF 12' MIN, HEIGHT RODENT GUARDS, 7 7 INSTALL ON ALL DECIDUOUS AND PINE TREES. DO NOT INSTALL ON SPRUCE TREES. 7.i -INSTALL ON ALL DECIDUOUS AND PIE TREES, DO ST ON N T NOT INSTALL SPRUCE TREES. i �Y) a ( 0M'Ti 0TAB TYP,) II , RODENT PROTECTION DETAIL (OPTION 1) 9 .: * 2 P SIZE FOR DECIDUOUS TREES ' 12" SIZE FOR ` DO "1 15" a} MF CONIFEROUS TREES. l 85.25• PREVAILING WIND "D 3.25" MIN. I. --USE SEAMLESS,EXTRUDED. TWIN -WALL, RIGIDANDYSEENMI RTUBESAMS M'EENTA LASER RODENT PROTECTION DETAIL (OPTION 2) NETTING LINE PERFORATION AND AN LASER UNEZ OUTWARD -FLARED TOP RIM, PERFORATON Z --SECURE THE SHELTER WITH NYLON NOTES: TUBE SHELTER RACHET -LOCKING PES ATTACHED TO A 1. --STEEL POSTS TO BE NOTCHED OR DRILLED TO $gT7AAJ7$� 1" x 1" WHITE OAK STAKE TO PREVENT RETAIN GUY WIRES. PLACE OUTSIDE OF ROOT (LENGTH VARltsj DISLODGING OR TWISTING IMBED THE BALL. DRIVE PLUMB REGARDLESS OF GROUND BOTTOM OF THE TUBE A MINIMUM OF SLOPE. I" BELOW THE SOIL SURFACE WITHOUT 7' ROLLED STEEL RELEASABLE DISTURBING THE TREE ROOTS, Z -'REQUESTS TO SUBSTITUTE RUBBER HOSE AND POST (MB/DOT 3403 RATCHET TIE TO ( » WIREAPPROVED,GUYING SYSTEMS WILL NOT BE OR APPROVED EQUAL. SECURE STAKE IN *1" MI 3. INSTALL A PLASTIC PHOTODEGRAOABLE NETTING COVER AND SLEEVE OVER THE 3.raTREE STAKING IS NOT REQUIRED UNLESS 16" LONG FORMED TUBE RECESS 7pP OF THE NBE TO PREVENT SPECIFIED OR NECESSARY TO MAINTAIN TREES POLYPROPYLENE OR i ENTRAPMENT OF BIRDS. PULL NETTINGIN A PLUMB CONDITION WHERE VANDAUSA POLYETHYLENE 40 MIL, DOWN AS SHOWN. SOIL OR WIND CONDITIONS ARE A PROBLEM, 1,5' 'NDE STRAPS. OR AS REQUESTED BY THE ENGINEER. ATTACH WIN 10 go WIRE, SEEDLING TREE SHELTER DETAIL 4 -"REMOVE AFTER CNE YEAR. .aa Y.i PAINT TREEaff OF PLANTING SOIL CHm ""'DISTURBED SAIL )SENED SOIL WITH SOIL AMENDMENTS ISHED SOIL ELEVATION 121L. N, 12" LOOSENED W,TM SOIL AMENDMENTS _..DISTURBED SOIL 8.**MULCH WITHIN THE CYLINDER SHALL NOT EXCEED 3" 12" MIN, PULLED BACK FROM THE TRUNK AS WP TAB DEPTH AND SHALL BE PULLED BACK FROM THE TRUNK AS SPECIFIED IN MULCH PLACEMENT .A LARGE LATERAL BRANCH. D DROP CROTCH OR CUTTING BACK SIGNIFlCANT TREES NEAR THE PROPOSED CONSTRUCTION LIMITS WILL BE IDENTIFIED IN THE PLAN OR BY THE ENGINEER AND PRESERVED BY THE CONTRACTOR. NOTES: I. --PLACE THE TEMPORARY FENCE 2.-'72EDUCE SLOPE ROUNDING WHERE ROOT ZONES WILL BE DISTURBED BY NORMAL SLOPE ROUNDING, AS APPROVED BY THE ENGINEER. 3.^VARY BACK SLOPE STEEPNESS TO AVOID TREE LOSS OR UNNECESSARY ROOT DAMAGE, AS APPROVED BY THE ENGINEER, TEMPORARY FENCE REbUCED ROUNDING 7- NORMAL ROUNDING COLLAR DROP CROTCH PRUNING IS B USED FOR REDUCING THE A HEIGHT OR LENGTH OF MAIN C STEMS OR BRANCHES BY CUTTING BACK TO STANDARD TREE STAKING /GUYING DETAIL I^ MIN. Hr, FOR D€c!Duous GENERAL NOTES ZEES AND 12" MIN. HL FOR vE TREES SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. 1/4" GALVANIZED WIRE THE PLANTING DETAILS REPRESENT ADEQUATELY GRAINED SOIL STAKE WITH HOOK CONDITIONS. THE CONTRACTOR SHOULD EXERCISE DISCRETION IN SETTING PLANTS 1"-3" HIGHER IN POORLY DRAINED SOILS OR USING ALTERNATIVE PLANTING DETAILS ON SHEET B. PLANING HOLE AND 130 LBS -HIGH DENSITY RED CULTIVATION THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ADEQUATE DRAINAGE POLYETHYLENE. IN HEAVY POORLY DRAINED OR IMPERVIOUS SOILS. BROWN IN COLOR LOOSEN ALL ISOLATED TREE PLANTING LOCATIONS AND PLANTING BEGS TO A MINIMUM DEPTH OF 12", SOIL AMENDMENTS SHALL BE APPLIED • 6" LANDSCAPE STAPLE DURING CULTIVATION. MIN, 2 PER TAB USE CULTIVATED AND AMENDED SOIL EXCAVATED FROM PLANING HOLE'. BACKFILL 5qL REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER, FERTILIZER MN/bDT 388 NAME: G: \ENG\SPECS\5311 DEPARTMENT ENGINEERING REVISED: 1-10 FILE PLATE: 5311 MASS PLANTING TREE PAINTING en mnmrc rrnue Lrv,en rnm, i er,nn�. PAINT TREE CIRCUMIFERANCE FROM GROUND LINE t0 FIRST MAJOR BRANCH. PLANTING PLAN RESPECT STATED DIMENSIONS BEFORE SCALING FROM PLAN, PLANT TYPE AVERAGE AMOUNT OF WATER PER APPLICATION IN GALLONS MACHINE TRANSPLANTED TREES 50 42" AND UP BARE ROOT TREES 7$ WATERING BALLED & BURLAPPE) SHRUBS TO GUIDELINES BARE ROOT OR CONTAINER SI4RU85 7 WOODY SEEDLINGS 4 PERENNIALS AND LANES $ It IS 'THE CONTRACTOR'S RESPONSIBUtt TO MONITOR AND MAINTAIN SOIL MOISTURE AT ADEQUATE BUT NOT EXCESSIVE LEVELS. THE ABOVE LISTED APPLICATI ON AMOUNTS ARE GUIDELINES, NOT REQUIREMENTS. PLANTING DETAIL I BRANCH BARK RII DEAD BRANCH LIVING BRAND C I E E 1 G D NG 0 @@RRpp H COLLAR LI X BRANCH NOTES: INCORRECT CUT (TOO CLOSE) RESULTING 7?"REDUCE COMPACTION ON ROOT SYSTEMS IN DISCONTINUOUS CALLUS FORMATION WHERE IT OCCURS BY DRILLING 50 on. (2") AFTER ONE SEASON OF GROWTH. SIAM, HOLES IN THE SOIL, t0 A DEPTH dF 450 mm BEGIN 3 FGM THE TREE LEAVING BRANCH COLLAR CORRECT CUT { TRUNK AA 2 CONTINUE. T HINTERVALS I N BUT NO THUS) RESULTING IN CONTINUOUS CONCENTRIRI C RINGS OUT TO THE PROTECTION DOUGHNUT SHAPED CALLUS FORMATION ROOT SYSTEM BRIDGE ZONE AFTER ONE SEASON OF GROWTH. 2. WATERING OF R00T DAMAGED TREES WILL BE VIBRATORY PLOW STADEQUATE REQUIRED TO MAINTAINA EQU TE BUT NOT 'EPS TO PRUNING EXCESSIVE SOIL MOISTURE To DEPTH OF i8" WTHIN THE UNDISTURBED PORTION OF IST CUT PART WAY THROUGH THE THE IMPACTED TREE pRIPLINE. BRANCH AT POINT A. 2. --THEN CUT COMPLETELY THROUGH 3.••A 6 INCH LAYER OF WOODCHIP MULCH BRANCH FROM POINT 8 TO A.PLACED OVER A TYPE III (37331 GEOTEXTILE "'"� _ FABRIC MAY BE USEb IN LIEU OF THE ROOT 3. --NOW CUT FROM POINT C TO D. _ `-ss' SYSTEM BRIDGE. a. -IIF D IS HARD TO FIND, DROP A 4.• -WHEN DE50NAMO IN THE PLAN OR WHEN VERTICALLY PLUMB LINE WN DOTO DIRECTED BY THE ENGINEER, ALL TREE ROOTS POINT X. THE ANGLE X -C -D AT THE CONSTRUCTION LIMITS SHALL BE CUT SHOULD BE APPROXIMATELY EQUAL CLEANLY (TO THE MAXIMUM DEPTH Td %-C-E. ROOT SYSTEM BRIDGE AND VIBRATOROY PLOW NECESSARY FOR CONSTRUCTION) WITH A VIBRATORY PLOW Oft OTHER APPROVED ROOT CUTTER PRIOR TO ANY EXCAVATION. ROOT ENDS EXPOSED BY EXCAVATION ACTMTIES SHALL BE IMMEDIATELY COVERED WITH A (C PRUNING NOTES: LAYER OF ADJACENT SOIL, BACKFILL, REGRADE, SOME CONIFERS OR INSTALL RETAINING WALL AS DESIGNATED J? -LEAVE BRANCH COLLAR (0 TO D) IN THE PLAN OR WHEN DIRECTED BY THE 2?*DO NOT FWSH CUT (C TO X) TUNNEL ENGINEER. 3,I -DO NOT LEAVE STUBS (S TO A) PROTECTION ZONE 5.19F CONSTRUCTION VEHICLES MUST PASS OVER ROOT ZONES, CONSTRUCT ROOT SYSTEM +.-*BEST TIME TO PRUNE IS LATE BRIDGES W M STEEL PLATE SUPPORTED ON CORRECT TOO TON TOO SLADORMANT SEASON OR EARLY SPRING WOOD TIMBERS PLACED RADIALLY TO THE SLA PRUNING CLOSE LONG SLANTED AVOID PRUNING OAKS IN APRIL, MAY, TREE TRUNK. JUN CUT JUNE OR JULY. _ 8? -IMMEDIATELY PAINT OAK WOUNDS TREE PROTECTION ZONE MADE IN APRIL. MAY, ,NNE OR JULY WITH LATEX PART OR SHELLAC. KEE DIAMETER AT - MINIMUM DISTANCE FROM 9 4.5' ABOVE GROUND FACE OF TREE TRUNK 0"-2" 2 -4 4 -B 5 -i 12 BRANCHES SMALLER THEN 2" t7 IN DIAMETER SHOULD BE CUT *WHEN UTUTY INSTALLATIONS MUST OCCUR JUST BEYOND A LATERAL BUD OR WTHIN THE TREE PROTECTION ZONE AS DEFINED ANOTHER SMALL LATERAL BRANCH. THE UTILITY INSTALLATION TUNNEL IN THE ABOVE CHART THE CONTRA�MR SHALL PRUNING SMALL BRANCHES IDEAL CUT SHOULD DE SHARP, BORE (TUNNEL UNDER TREE ROOTS THAT ARE CLEAN. AND MADE ON A SLIGHT ANGLE. TO BE PRESS THE OONTRACIOR SHALL BORE AT A MINIMUM DEPTH OF 24 BELOW THE GROUND SURFACE WTHIN THIS ZONE ROOT PROTECTION AND TRENCHING DETAILS R FURNISH AND INSTALL TEMPORARY FENCE AT THE tREE'S TRIBUNE FABRICATE 12" X S"X 3/8` SIGN WITH 0.75' RADIUS CORNERS. OR CONSTRUCTOR LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION, SIGN SHALL BE WHITE WITH BLACK LETTERING. ATTACH SIGN WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE TO POST USING 1' LENGTH WOOD SCREWS, PLACED AT 2.5° PLACE PROTECTION SIGNS ALONG FENCE AT 20' INTERVALS, AND 7.3" RESPECTIVELY FROM ME BOTTOM EDGE OF THE SIGN. SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL ANY FlLL REQUIRED WTHIN THE DRIP LINE OF TREES SHALL BE AN UNCOMPAC7E0 (WITH A COARSE SAND COMPONENT) SANDY LOAM TOPSOIL EXCESSIVE FALL MAY REQUIRE INSTALLING PERFORATED PIPE WITH AT LEAST ONIE DAYUGNTED ENO OPENING AS AN AERATI ON SYSTEM. FILL DETAIL ION DETAIL t HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE ��- 99 iSPECIFICATION,IOR REPORT WAS GLACCUM H lilt 15 D' PREPARED BY ME OR UNDER MY DESIGNED: MK 6-5-15 CITY SUBMITTAL 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: EMK 6-16-I5 CITY COMMENTS AM A DULY LICENSED 8-14-I5 CITY SUBMITTAL I Minneapolis, MIN 5 5415 LANDSCAPE ARCHITECT UNDER PROJECT NO: 215-0030 T13E LAWS OF THE STATE OF 612.758.3080 MAIN MINNESO= 15250 wAYZATAsoVI.EVARD 612.758.3099 FAX CONSTRUCTION E DOCUMNTS LANDSCAPE DETAILS SUITE 101 ALL 1 A N T www.alliant-inc.com MARK xRONBECK, PLA, ASLA QA/QC REVIEW WAYZATA, MN 55391 8-14-15 26222 FINAL �� SUBMITTAL SHEET 15 iV REVISED:1-10 I FILE NAME: G:\ENG\SPECS\5312 I DEPARTMENT I ENGINEERING PLATE: 5312 I VEGETATION! PR07EC1 Of IS PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE PLANTING HOLE DIMENSIONS (MINIMUM WIDTH DOES NOT APPLY IN MASS PLANTING BEDS) ALL VALUES ARE AS FOLLOWS: PLANT TYPE PLANT SIZE VP TO (A) MINIMUM (g) APPROXIMATE AND INCLUDING HOLE WIDTH HOLE DEPTH (1J A SLOANTNG A A PLI,LNTING. C IS(�45ENE0 8 SEEDLING (15% (149 30 s1 SEEDLING ttei (147 � MULCH � FINISHED MULCH (127 SEEDLING (237 (187 GRADE 2 B.B. (36ry (tory 12" (3 es. (az7 t 1 81 g ' " g VARIABLE CONFEROUS (41 B.B. (517 (137 '" •" -� "'"" TREES (5) PLANTING DETAIL I BRANCH BARK RII DEAD BRANCH LIVING BRAND C I E E 1 G D NG 0 @@RRpp H COLLAR LI X BRANCH NOTES: INCORRECT CUT (TOO CLOSE) RESULTING 7?"REDUCE COMPACTION ON ROOT SYSTEMS IN DISCONTINUOUS CALLUS FORMATION WHERE IT OCCURS BY DRILLING 50 on. (2") AFTER ONE SEASON OF GROWTH. SIAM, HOLES IN THE SOIL, t0 A DEPTH dF 450 mm BEGIN 3 FGM THE TREE LEAVING BRANCH COLLAR CORRECT CUT { TRUNK AA 2 CONTINUE. T HINTERVALS I N BUT NO THUS) RESULTING IN CONTINUOUS CONCENTRIRI C RINGS OUT TO THE PROTECTION DOUGHNUT SHAPED CALLUS FORMATION ROOT SYSTEM BRIDGE ZONE AFTER ONE SEASON OF GROWTH. 2. WATERING OF R00T DAMAGED TREES WILL BE VIBRATORY PLOW STADEQUATE REQUIRED TO MAINTAINA EQU TE BUT NOT 'EPS TO PRUNING EXCESSIVE SOIL MOISTURE To DEPTH OF i8" WTHIN THE UNDISTURBED PORTION OF IST CUT PART WAY THROUGH THE THE IMPACTED TREE pRIPLINE. BRANCH AT POINT A. 2. --THEN CUT COMPLETELY THROUGH 3.••A 6 INCH LAYER OF WOODCHIP MULCH BRANCH FROM POINT 8 TO A.PLACED OVER A TYPE III (37331 GEOTEXTILE "'"� _ FABRIC MAY BE USEb IN LIEU OF THE ROOT 3. --NOW CUT FROM POINT C TO D. _ `-ss' SYSTEM BRIDGE. a. -IIF D IS HARD TO FIND, DROP A 4.• -WHEN DE50NAMO IN THE PLAN OR WHEN VERTICALLY PLUMB LINE WN DOTO DIRECTED BY THE ENGINEER, ALL TREE ROOTS POINT X. THE ANGLE X -C -D AT THE CONSTRUCTION LIMITS SHALL BE CUT SHOULD BE APPROXIMATELY EQUAL CLEANLY (TO THE MAXIMUM DEPTH Td %-C-E. ROOT SYSTEM BRIDGE AND VIBRATOROY PLOW NECESSARY FOR CONSTRUCTION) WITH A VIBRATORY PLOW Oft OTHER APPROVED ROOT CUTTER PRIOR TO ANY EXCAVATION. ROOT ENDS EXPOSED BY EXCAVATION ACTMTIES SHALL BE IMMEDIATELY COVERED WITH A (C PRUNING NOTES: LAYER OF ADJACENT SOIL, BACKFILL, REGRADE, SOME CONIFERS OR INSTALL RETAINING WALL AS DESIGNATED J? -LEAVE BRANCH COLLAR (0 TO D) IN THE PLAN OR WHEN DIRECTED BY THE 2?*DO NOT FWSH CUT (C TO X) TUNNEL ENGINEER. 3,I -DO NOT LEAVE STUBS (S TO A) PROTECTION ZONE 5.19F CONSTRUCTION VEHICLES MUST PASS OVER ROOT ZONES, CONSTRUCT ROOT SYSTEM +.-*BEST TIME TO PRUNE IS LATE BRIDGES W M STEEL PLATE SUPPORTED ON CORRECT TOO TON TOO SLADORMANT SEASON OR EARLY SPRING WOOD TIMBERS PLACED RADIALLY TO THE SLA PRUNING CLOSE LONG SLANTED AVOID PRUNING OAKS IN APRIL, MAY, TREE TRUNK. JUN CUT JUNE OR JULY. _ 8? -IMMEDIATELY PAINT OAK WOUNDS TREE PROTECTION ZONE MADE IN APRIL. MAY, ,NNE OR JULY WITH LATEX PART OR SHELLAC. KEE DIAMETER AT - MINIMUM DISTANCE FROM 9 4.5' ABOVE GROUND FACE OF TREE TRUNK 0"-2" 2 -4 4 -B 5 -i 12 BRANCHES SMALLER THEN 2" t7 IN DIAMETER SHOULD BE CUT *WHEN UTUTY INSTALLATIONS MUST OCCUR JUST BEYOND A LATERAL BUD OR WTHIN THE TREE PROTECTION ZONE AS DEFINED ANOTHER SMALL LATERAL BRANCH. THE UTILITY INSTALLATION TUNNEL IN THE ABOVE CHART THE CONTRA�MR SHALL PRUNING SMALL BRANCHES IDEAL CUT SHOULD DE SHARP, BORE (TUNNEL UNDER TREE ROOTS THAT ARE CLEAN. AND MADE ON A SLIGHT ANGLE. TO BE PRESS THE OONTRACIOR SHALL BORE AT A MINIMUM DEPTH OF 24 BELOW THE GROUND SURFACE WTHIN THIS ZONE ROOT PROTECTION AND TRENCHING DETAILS R FURNISH AND INSTALL TEMPORARY FENCE AT THE tREE'S TRIBUNE FABRICATE 12" X S"X 3/8` SIGN WITH 0.75' RADIUS CORNERS. OR CONSTRUCTOR LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION, SIGN SHALL BE WHITE WITH BLACK LETTERING. ATTACH SIGN WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE TO POST USING 1' LENGTH WOOD SCREWS, PLACED AT 2.5° PLACE PROTECTION SIGNS ALONG FENCE AT 20' INTERVALS, AND 7.3" RESPECTIVELY FROM ME BOTTOM EDGE OF THE SIGN. SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL ANY FlLL REQUIRED WTHIN THE DRIP LINE OF TREES SHALL BE AN UNCOMPAC7E0 (WITH A COARSE SAND COMPONENT) SANDY LOAM TOPSOIL EXCESSIVE FALL MAY REQUIRE INSTALLING PERFORATED PIPE WITH AT LEAST ONIE DAYUGNTED ENO OPENING AS AN AERATI ON SYSTEM. FILL DETAIL ION DETAIL t HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE ��- 99 iSPECIFICATION,IOR REPORT WAS GLACCUM H lilt 15 D' PREPARED BY ME OR UNDER MY DESIGNED: MK 6-5-15 CITY SUBMITTAL 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: EMK 6-16-I5 CITY COMMENTS AM A DULY LICENSED 8-14-I5 CITY SUBMITTAL I Minneapolis, MIN 5 5415 LANDSCAPE ARCHITECT UNDER PROJECT NO: 215-0030 T13E LAWS OF THE STATE OF 612.758.3080 MAIN MINNESO= 15250 wAYZATAsoVI.EVARD 612.758.3099 FAX CONSTRUCTION E DOCUMNTS LANDSCAPE DETAILS SUITE 101 ALL 1 A N T www.alliant-inc.com MARK xRONBECK, PLA, ASLA QA/QC REVIEW WAYZATA, MN 55391 8-14-15 26222 FINAL �� SUBMITTAL SHEET 15 iV REVISED:1-10 I FILE NAME: G:\ENG\SPECS\5312 I DEPARTMENT I ENGINEERING PLATE: 5312 I VEGETATION! PR07EC1 Of IS PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE PLANTING HOLE DIMENSIONS (MINIMUM WIDTH DOES NOT APPLY IN MASS PLANTING BEDS) ALL VALUES ARE AS FOLLOWS: PLANT TYPE PLANT SIZE VP TO (A) MINIMUM (g) APPROXIMATE AND INCLUDING HOLE WIDTH HOLE DEPTH (1J A SLOANTNG A A PLI,LNTING. C IS(�45ENE0 8 SEEDLING (15% (149 30 s1 SEEDLING ttei (147 � MULCH � FINISHED MULCH (127 SEEDLING (237 (187 GRADE 2 B.B. (36ry (tory 12" (3 es. (az7 t 1 81 g ' " g VARIABLE CONFEROUS (41 B.B. (517 (137 '" •" -� "'"" TREES (5) ON SYSTEM. FILL DETAIL ION DETAIL t HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE ��- 99 iSPECIFICATION,IOR REPORT WAS GLACCUM H lilt 15 D' PREPARED BY ME OR UNDER MY DESIGNED: MK 6-5-15 CITY SUBMITTAL 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: EMK 6-16-I5 CITY COMMENTS AM A DULY LICENSED 8-14-I5 CITY SUBMITTAL I Minneapolis, MIN 5 5415 LANDSCAPE ARCHITECT UNDER PROJECT NO: 215-0030 T13E LAWS OF THE STATE OF 612.758.3080 MAIN MINNESO= 15250 wAYZATAsoVI.EVARD 612.758.3099 FAX CONSTRUCTION E DOCUMNTS LANDSCAPE DETAILS SUITE 101 ALL 1 A N T www.alliant-inc.com MARK xRONBECK, PLA, ASLA QA/QC REVIEW WAYZATA, MN 55391 8-14-15 26222 FINAL �� SUBMITTAL SHEET 15 iV REVISED:1-10 I FILE NAME: G:\ENG\SPECS\5312 I DEPARTMENT I ENGINEERING PLATE: 5312 I VEGETATION! PR07EC1 Of IS PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE PLANTING HOLE DIMENSIONS (MINIMUM WIDTH DOES NOT APPLY IN MASS PLANTING BEDS) ALL VALUES ARE AS FOLLOWS: PLANT TYPE PLANT SIZE VP TO (A) MINIMUM (g) APPROXIMATE AND INCLUDING HOLE WIDTH HOLE DEPTH (1J A SLOANTNG A A PLI,LNTING. C IS(�45ENE0 8 SEEDLING (15% (149 30 s1 SEEDLING ttei (147 � MULCH � FINISHED MULCH (127 SEEDLING (237 (187 GRADE 2 B.B. (36ry (tory 12" (3 es. (az7 t 1 81 g ' " g VARIABLE CONFEROUS (41 B.B. (517 (137 '" •" -� "'"" TREES (5) P ALLIANT ,InRECEIVE sser JUN 1 ti 2015 EN G I RE E RI NG CHANHA3SNPUNNINfiOEP'f Letter of Transmittal DATE: lune 16, 2015 TO: City of Chanhassen Planning and Zoning 7700 Market Blvd. Chanhassen, MN. 55317 Attn4jA0119 Meuwissen K1M FROM: Mark Rausch RECEIVIF0 JUN 1 F 2015 CITY OF CHANHASSEN JOB NO.: 2015-0030.0 SENT BY: Mail x Hand Delivered Courier RE: Glaccum Property—Preliminary Subdivision, Rezoning, and Variance Submittal Copies Date Description 1" 6-5-15 t)C%rlolmunt Api)lication and Fee — Previously Provided 1- 6-16-15 Amended Submittal Narrative - 1. 6-16-15 Amended Variance Request Narrative 1 6-16-15 Legal Description � 4 6-16-15 Revised Full Size Preliminary Subdivision Plan Set (2204) 1 6-16-15 Revised 8.5x11 Preliminary Subdivision Plan Set 1 6-16-15 Revised 1lx17 Preliminary Subdivision Plan Set 1 6-16-15 Revised Stormwater Management Calculations r 1 6-5-15 Preliminary Soil Investigation — Previous) Provided 1 6-5-15 CD of electronic document copies 1 6-15-15 Wetland Delineation Report ✓ M 346 /_\ 17 Mary, On behalf of Estate Development Corporation, Alliant Engineering is providing the enclosed information for City Review. Bob Generous asked me to forward the updated information to you in his absence this week. Please call me directly at 612-758-9339 should you require any additional information of have and questions. Thank you, Mark COPY TO: Tom Gonyea, Ian Peterson 233 Park Ave S, Ste 300 612.758.3080 MAIN SCANNED Minneapolis, MN 55415 612.758.3099 FAx www.alliant-inc.com GLACCUM PROPERTY LEGAL DESCRIPTION -,,TyoFr RECEIVED SEN JUN 16 2015 ccfuar+am"" " That part of the Southwest Quarter of the Northwest Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, described as follows: Commencing at the southwest comer of said Southwest Quarter of the Northwest Quarter; thence on an assumed bearing of South 88 degrees 03 minutes 48 seconds East along the south line of said Southwest Quarter of the Northwest Quarter a distance of 330.10 feet to the point of beginning; thence North 01 degrees 50 minutes 12 seconds East 331.80 feet to the intersection of the westerly extension of the south line of SHADOW RIDGE; thence South 88 degrees 03 minutes 48 seconds East 408.80 feet along the southerly line of SHADOW RIDGE 3`d ADDITION and SHADOW RIDGE; thence South 01 degrees 21 minutes 04 seconds West 331.81 feet along SHADOW RIDGE and SHADOW RIDGE 2nd ADDITION to the South line of the Southwest Quarter of the Northwest Quarter; thence North 88 degrees 03 minutes 48 seconds West 411.61 to the point of beginning. SCANNED PRELIMINARY SUBDIVISION AND REZONING SUBMITTAL NARRATIVE GLACCUM PROPERTY 3ITYOFCHANHASSEN CHANHASSEN, MINNESOTA RECEIVED .June 5, 2015 JUN I 0 115 Amended June 16, 2015 CHUINF &AMPLANNINGDEPT SITE INFORMATION Legal Description: That part of the Southwest Quarter of the Northwest Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, described as follows: Commencing at the southwest comer of said Southwest Quarter of the Northwest Quarter; thence on an assumed bearing of South 88 degrees 03 minutes 48 seconds East along the south line of said Southwest Quarter of the Northwest Quarter a distance of 330.10 feet to the point of beginning; thence North 01 degrees 50 minutes 12 seconds East 331.80 feet to the intersection of the westerly extension of the south line of SHADOW RIDGE; thence South 88 degrees 03 minutes 48 seconds East 408.80 feet along the southerly line of SHADOW RIDGE Yd ADDITION and SHADOW RIDGE; thence South 01 degrees 21 minutes 04 seconds West 331.81 feet along SHADOW RIDGE and SHADOW RIDGE 2"d ADDITION to the South line of the Southwest Quarter of the Northwest Quarter; thence North 88 degrees 03 minutes 48 seconds West 411.61 to the point of beginning. Address: 1510 Lake Lucy Road, Chanhassen, MN PID: 250022900 PRELIMINARY SUBDIVISION AND REZONING REQUEST The proposed plan consists of a low density single family residential development with 4 single family homes lots. The proposed development will require rezoning the property from RR — Rural Residential District to RSF — Single Family Residential District. The proposed rezoning of the property from RR to RSF would provide a per acre unit density consistent with the City's Comprehensive Plan land use plan. EXISTING SITE DESCRIPTION The development site is 3.125 acres and is bound by Lake Lucy Road to the south, Yosemite Ave., to the west, Shadow Ridge 2"d Addition to the east and north. The property is currently used for Preliminary Subdivision and Rezoning Submittal June 16, 2015 Glaccum Property — Chanhassen, MN Page 1 of 6 SCANNED one single family home with two accessory garage buildings. The existing residence driveway connects directly to Lake Lucy Road. The property has significant topography with a slope cutting from west to east through the property. The southern portion of the site is above the slope and the north half is on the low side. The higher elevation areas of the site primarily drain northerly over the existing slope to the lower half of the property. The lower north half of the property contains a wetland that is a portion of a larger wetland that extends northerly offsite. The lower area of the site and wetland is in landlocked drainage condition with the nearest overflow elevation roughly 13 feet above the wetland delineation elevation. The existing slope through the site is currently not very stable with several existing trees having fallen and uprooted. Approximately 78% of the useable site area is covered with tree canopy. The dominant tree species on the site is Box Elder with some Ash and Basswood, there are only a small amount of Oak, Elm or Maple. COMPREHENSIVE PLAN DESIGNATION The application area has a current and future Comprehensive Plan Land Use designation of Residential Low Density. The surrounding land use is also mostly Residential Low Density. The land directly north of the property has a land use of Parks Open Space and there is a portion of land south and west of the property that is Residential Large Lot. The Residential Low Density land use guides for single family housing density of 1.2 — 4.0 units per acre. The City has used an average of 2 units per acres for projection of land demand. The proposed development plan has a density of 2.16 units per net acre and so is consistent with the current and future Comprehensive Guide Plan land use for the property. ZONING CLASSIFICATION The property has a current zoning classification of RR — Rural Residential District. The properties to the north, south, and east of the development site are also zoned RSF — Single Family Residential District. The properties west of Yosemite Ave and southwest of the project site are zoned RR. The proposed development plan will require rezoning from RR to RSF — Single Family Residential District, which is consistent with adjacent developments and consistent with the current land use plan for the property. Preliminary Subdivision and Rezoning Submittal June 16, 2015 Glaccum Property — Chanhassen, MN Page 2 of 6 PROPOSED RESIDENTIAL PRELMMARY SUBDIVISION PLAN The applicant's intent is to create a 4 lot single family residential development that is enhanced by the proximity to the open space and wetland onsite and offsite to the north. The development plan is consistent with the existing developments directly to the east and south of the property and is considerate of market demands. The project also is consistent with the density requirements of the City's current and proposed land use plan. The homebuilder for the lots will be David Weekley Homes. David Weekley Homes is a privately owned homebuilder who has recently entered the Twin Cities market. This development would be there first project in the area. The following is a brief summary of primary project elements currently proposed: Primary Site Features • 4 Single family homes • Preservation of onsite wetland and wooded wetland buffer. • Outlot over the existing wetland that will be provided to the City after platting. • Wetland buffer creation in accordance with City requirements and establishment of a conservation easement beyond the City required wetland buffer. • Extension of public sanitary sewer to the west property boundary. • Granting additional Lake Lucy Road right of way and permanent dedication of Yosemite Ave and Lake Lucy Road right of way. • Creation of a safe 4 -legged intersection Lake Lucy Road and Lakeway Drive. • Removal of the existing deteriorating retaining wall adjacent to Lake Lucy Road. • Removal of an existing septic and drainfield improving water quality in the onsite wetland. • Installation of stormwater management facilities to provide volume control, water quality and rate control for runoff from the new roadway prior to discharging to the onsite wetland. • Enhanced development landscaping including tree planting along Lake Lucy Road and the east property line and within conservation area. Concept Plan Areas Gross Acreage 3.125 acres Wetland Area 0.444 acres (Exc. 0.006 ac within Yosemite Ave R/W) Conservation Easement 0.467 acres (Inc. 0.137 ac wetland buffer) Yosemite Ave and Lake Lucy Road R/W Dedication 0.599 acres Net Buildable Acreage 1.615 acres Net Density 2.48 units per acre Lot Dimensions Required Provided Width along R/W Standard Lot 90'(minimum) 90' Width at Front Setback Cul -De -Sac Lot 90'(minimum) 90' Comer Lot Width 90'(minimum) 100' Lot Depth 125'(minimum) 148' Lot Size Minimum 15,000 sf 16,068 sf Lot Area Average 19,889 sf (0.46 acres) Preliminary Subdivision and Rezoning Submittal June 16, 2015 Glaccum Property — Chanhassen, MN Page 3 of 6 Setbacks Side Setbacks 10' 10' Setback to Public Right of Way 30' 30' Front Setback 30' 30' Rear Setback 30' 30' Site Access and Pedestrian Circulation The proposed development will be create a new cul-de-sac connection to Lake Lucy Road in alignment with the existing Lakeway Drive to the south creating a 4 -legged intersection. Three of the proposed homes will be connected to the new cul-de-sac and the remaining home will have a driveway connection to Yosemite Avenue. The project is not proposing any new sidewalk internal to the project. The existing trail along Lake Lucy road will be removed and reconstructed within the project limits. Currently, the trail is located right on the back of the Lake Lucy Road curb but the proposed plan will shift it 2' back from the curb to be similar to the existing trail section to the east of the site. Grading The site and slope will be regraded to develop the 4 home pad sites and cul-de-sac roadway. Per City requirement all proposed graded slopes will not exceed 3 horizontal to 1 vertical. Sanitary Sewer and Watermain The project will connect to public sanitary sewer in Lakeway Drive. The trunk sewer will be extended to the north to the new cul-de-sac via directional drilling to avoid disturbance to Lakeway Drive and Lake Lucy Road. The trunk sewer will also be extended to the west property limit along the north side of Lake Lucy Road right of way to service the proposed westerly lot and for future development west of the site. The site will connect to public watermain in the Lake Lucy Road. A trunk watermain will be extended northerly into the new cul-de-sac to provide service to three lots. The fourth lot will require an individual service connection to the trunk watermain in Lake Lucy Road. Stormwater Management The development is located within the Minnehaha Creek Watershed District, however, the City of Chanhassen and the City's Surface Water Management Plan provides governmental jurisdiction. The proposed development's stormwater management plan does provide the required volume control, water quality, and peak rate control. The development will provide stormwater management via an underground infiltration storage pipe and conservation of pervious area. Preliminary Subdivision and Rezoning Submittal June 16, 2015 Glaccum Property — Chanhassen, MN Page 4 of 6 Runoff from the new cul-de-sac will be captured and pretreated in a sump manhole prior to discharging into a perforated infiltration pipe. The underground storage pipe and conserved pervious area will provide volume control equivalent to 1" of runoff over the proposed additional impervious surface. In larger events the pipe will discharge to the wetland onsite. The onsite wetland has been delineated by Kjolhaug Environmental Services Company. The wetland is classified by the City as a Manage 2, requiring a 20' wide buffer and a 30' building setback to the buffer. The wetland is part of a regional landlocked low area so a back to back 100 year flood analysis was completed to verify there are no flooding concerns. The natural overflow to the wetland is towards the SW and is roughly 13' above the wetland delineation at an elevation of 1012.5, however, the back to back 100 year flood level is only around 1003. The lowest floor proposed on the project is 1013 or 6" above the natural overflow so there is no flooding concern for the proposed homes. Tree Preservation The estimated baseline tree canopy coverage for the existing site is 78% of the net area (excluding perimeter right of way dedication and wetland areas). Per the City code, low density residential is then allowed to remove to a limit of 46% tree canopy prior to requirement of mitigation. The development plan proposes to maintain tree canopy coverage of 20% and thus tree replacement of 26 trees is required. A total of 27 trees are proposed to be replanted per City regulations. A conservation easement of 0.467 acres in size is proposed immediately adjacent to the wetland and along the north plat boundary line. The conservation easement will cover the area of wetland buffer and additional area upland of the required wetland buffer. The conservation area will remain primarily undisturbed with a small impacts needed to install a storm sewer outlet and blend proposed and existing grades. Disturbed areas will be restored and replanted with native tree species. Landscanine The landscape plan for the project will include boulevard trees within the 4 new lots. The required mitigation trees have been proposed along Lake Lucy Road, along the project's east boundary adjacent to existing homes and in the conservation easement area. The proposed trees are a mix of deciduous, coniferous, and ornamental. Since Lake Lucy is defined as a collector road, the development is required to create buffering landscape along that frontage. Enhanced buffer landscaping including shrub and ornamental tree plantings have been proposed along Lake Lucy Road. The proposed single family yards will be vegetated with typical residential turf grass and the wetland buffer area will be vegetated with wetland buffer seed mix. Disturbed areas will be restored with native vegetation. TIMING/PHASING Preliminary Subdivision and Rezoning Submittal June 16, 2015 Glaccum Property — Chanhassen, MN Page 5 of 6 If the City approves the preliminary subdivision and rezoning request, it is the Applicant's desire to proceed immediately with application for final review in hopes for possible construction in Fall 2015. CONCLUSION The applicant respectfully concludes that the request for a rezoning and preliminary subdivision approval will allow for a development consistent with City Goals and Objectives for this area. A rezoning to a RSF will allow for a single family subdivision consistent with the adjacent land uses surrounding the property and provides for density goals of the area. Preliminary Subdivision and Rezoning Submittal June 16, 2015 Glaccum Property — Chanhassen, MN Page 6 of 6 VARIANCE REQUEST SUBMITTAL NARRATIVE GLACCUM PROPERTY CHANHASSEN, MINNESOTA Amended June 16, 2015 SITE INFORMATION CITY FCEAIANHSEN JUN "i 0 2015 CHANHASSEN PUNNING DEPT Legal Description: That part of the Southwest Quarter of the Northwest Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, described as follows: Commencing at the southwest corner of said Southwest Quarter of the Northwest Quarter; thence on an assumed bearing of South 88 degrees 03 minutes 48 seconds East along the south line of said Southwest Quarter of the Northwest Quarter a distance of 330.10 feet to the point of beginning; thence North 01 degrees 50 minutes 12 seconds East 331.80 feet to the intersection of the westerly extension of the south line of SHADOW RIDGE; thence South 88 degrees 03 minutes 48 seconds East 408.80 feet along the southerly line of SHADOW RIDGE 3rd ADDITION and SHADOW RIDGE; thence South 01 degrees 21 minutes 04 seconds West 331.81 feet along SHADOW RIDGE and SHADOW RIDGE 2nd ADDITION to the South line of the Southwest Quarter of the Northwest Quarter; thence North 88 degrees 03 minutes 48 seconds West 411.61 to the point of beginning. Address: 1510 Lake Lucy Road, Chanhassen, NIN PID: 250022900 VARIANCE REQUEST The proposed request for variance from City Code is for permission to regrade an existing sloped area that currently meets criteria of a bluff per City Ordinance. The Ordinance states that to be classified as bluff it must have three characteristics, see the following City Code definitions. Bluffmeans a natural topographic feature such as a hill, cliff or embankment having the following characteristics: 1. The slope rises at least 25 feet above the toe of the bluff; and 2. The grade of the slope from the toe of the bluff to a point 25 feet or more above the toe of the bluff averages 30 percent or greater; and Variance Request June 16, 2015 Glaccum Property — Chanhassen, MN Page 1 of 5 SCANNED 3. An area with an average slope of less than 18 percent over a distance for 50 feet or more shall not be considered part of the bluff. (20) Bluff impact zone means a bluff and land located within 20 feet from the top of a bluff. (20) Bluff, side of means a point at which both conditions for a "bluff' no longer exist. The side of the bluff is delineated by a line connecting the top and toe of a bluff at a location in which the slope of the bluff is less than 30 percent or the change in elevation becomes smaller than 25 feet. (20) Bluff, toe of means the point on a bluff where there is, as visually observed, a clearly identifiable break in the slope, from flatter to steeper slope above. If no break in the slope is apparent, the toe of the bluff shall be determined to be the lower end of a 50 -foot segment, measured on the ground, with an average slope exceeding 18 percent. (20) Bluff,' top of means the point on a bluff where there is, as visually observed, a clearly identifiable break in the slope, from steeper to gentler slope above. If no break in the slope is apparent, the top of the bluff shall be determined to be the upper end of a 50 -foot segment, measured on the ground, with an average slope exceeding 18 percent. (20) Exhibit I shows the existing conditions of the property and highlights the portion of slope that meets all three of the characteristics necessary to be qualified as bluff. The variance if granted would allow for a regrade of the area above the bluff reducing the overall height of the slope to less than 25' and eliminating it from bluff classification. Removal of the bluff classification would allow for a site that could be fully graded and developed. VARIANCE BENEFITS Granting the requested variance to City Code would provide several public community and City of Chanhassen benefits. Benefits to Existing Conditions 1. Removal of the existing limestone retaining wall located along the north side of Lake Lucy Road, (see Exhibit 2). • The existing elevation difference and need for the retaining wall between the subject property and roadway was due to the previous construction of Lake Lucy Road. • The wall reaches a maximum height of 8' is only 10' back from the edge of roadway. The wall is old and been inplace for a significant length of time. The wall will have to be replaced by the City at some time in the future if the road is widened or if the wall conditions deteriorate further. 2. Regrading to lower the existing grades and removing the wall along the north side of the Lake Lucy Road's boulevard will improve the sightline distance to the east for the intersection at Lake Lucy Road and Yosemite Ave. Variance Request June 16, 2015 Glaccum Property — Chanhassen, MN Page 2 of 5 • The existing elevations are much higher along the north side of Lake Lucy Road (reason for the existing retaining wall) and that differential creates a sightline obstruction to the east for drivers at Yosemite Ave. • The existing area above the retaining wall is also covered with heavy vegetation adding additional sightline obstruction. • The existing sightline obstruction is especially dangerous in this location because Lake Lucy Road is climbing in significant elevation to the east (14' vertical feet higher only 300' east at Lakeway Drive). The significance of the existing crest curve adds importance to providing adequate sight distance to drivers at Yosemite Ave. 3. Removal of the existing residence's septic tank, outlet drainpipe and drainfield will provide water quality benefit to the existing wetland. The septic system removal will require disturbance of the slope currently classified as bluff. • The existing drainfield is located close to the existing wetland at approximately 60 feet and thus its removal will add water quality benefit to the wetland. • The septic tank is located on the north side of the existing home within area that is in bluff impact zone. Removal of the tank would require grading in the bluff impact zone and into the top of the slope. • The drainpipe from the septic tank to the drainfield is routed down the slope north to the drainfield at the base of the slope. Removal of the outlet pipe would require grading in the bluff slope. • It would be difficult to restore the existing bluff to a stable condition after disturbing it to remove the septic outlet pipe. An additional non -benefit note; the removal of the existing home (built in 1910) will require disturbance of the bluff impact zone and likely into the top of the slope currently classified as bluff. The home was built only 8' from the top of the slope in the bluff area. Benefits of the Proposed Plan The proposed plan would create a 0.444 acre outlot over the existing wetland and provide that outlot to the City after final platting, (see Exhibit 3). • Transferring the outlot ownership to the City would put the wetland into the City's full control in a more defined manner than a conservation easement. • The property directly to the north of the proposed outlot is covered by wetland and is currently in an Outlot owned by the City. • The new outlot would put the entire landlocked wetland complex on the east side of Yosemite Ave in outlots owned by the City. 2. The proposed plan would dedicate conservation easement over a 0.467 acre area that would cover the proposed 20' wide wetland buffer, area upland of the buffer and area along the north plat boundary. • The proposed wetland buffer is 0.137 acres of the conservation easement resulting in 0.33 acres of natural buffer area provided in excess of City requirements. Variance Request June 16, 2015 Glaccum Property — Chanhassen, MN Page 3 of 5 • The 0.33 acres represents 10.6% of the gross plat area or 17.0% of the net buildable area (prior to the conservation area deduction). • The conservation easement would include a 30' wide strip of land along the north plat boundary providing buffering to the property to the north. 3. Extension of public sanitary sewer to the development's west property boundary benefiting the City and the property owners to the west of the proposed development. • The sewer would be extended north from an existing manhole in Lakeway Drive and then west along the north right of way line of Lake Lucy to the western limits of the property. • The sewer alignment would require significant excavation depths of close to 20' in the north boulevard of Lake Lucy Road and above the bluff area. • The sewer would be extended north from Lakeway Drive via directional drilling to avoid disturbance to Lakeway Drive and the intersection at Lake Lucy Road. 4. Safety of a cul-de-sac connection to Lake Lucy Road aligning with Lakeway Drive to the South. • The street connection to Lake Lucy Drive will align with Lakeway Drive to south to create a 4 -legged intersection. • The cul-de-sac option is designed to City standards with street lighting to provide a safe vehicle connection to Lake Lucy Road and good vehicular access. • The cul-de-sac intersection will be located at the crest of Lake Lucy Road resulting in improved sight distance. 5. The cul-de-sac design provides the flexibility for a future driveway connection to the existing property located east of the development along Lake Lucy Drive. • The existing property east of the development site has a horseshoe style driveway that currently has two accesses to Lake Lucy Drive. 6. The removal of the existing septic system dtainfield will provide water quality benefit to the wetland. • The drainfield is located in the lower portion of the site at the base of the slope and within 70' to the existing wetland. The proposed plan would dedicate 7' of additional public right of way for the north half of Lake Lucy Road. • The north half of Lake Lucy Road currently falls within a 33' wide roadway easement within the property. • The proposed project would increase the public right of way width to 40'. The proposed plan would result in permanent platting of public right of way for Yosemite Ave and Lake Lucy Road. • The current property boundary goes to the centerline of each roadway with both roads currently confined within roadway easements. Variance Request June 16, 2015 Glaccum Property — Chanhassen, MN Page 4 of 5 • The project if approved would provide dedication and platting of 33' of right of way for the east half of Yosemite Ave and 40' of right of way for the north half of Lake Lucy Road. 9. Development and regrading of the slope will result in a stable and vegetated slope that will provide additional wetland protection. • The existing slope is not stable in its current state. • There is evidence of soil erosion and there are multiple trees that have fallen and uprooted. • It is evident that in its current state trees are not allowed to grow long before uprooting causing long term slope stability issues. 10. The trees on the existing slope consist of primarily of box elder with several ash trees. It has been beneficial in some communities to remove ash trees to slow propagation of the Emerald Ash Borer. CONCLUSION The applicant respectfully concludes that the requested variance to grade and remove a bluff classification will provide substantial benefit to the public community and the City of Chanhassen beyond what maintaining the existing slope would provide. Variance Request June 16, 2015 Glaccum Property — Chanhassen, MN Page 5 of 5 N � omg�rae: oesyreaer. zlsam um c�JwfBy: Vel®2E EtNEY.M9 MPO oma: .—By: 6116115 ELL r pp 10. p Y �ti �O Y 0 IS G SEPTIC I ti 1 I- AKE LUCY ROAD c- 0 ?s 'owe opo EL— — n 1P EXISTING RETAINING WALL 3 — TO BE REMOVED Y LAKE LUCY ROAD CREST INTERSECTION SIGHTLINE IMPROVEMENT TO EAST (POST REGRADE AND RETAINING WALL REMOVAL) EXHIBIT 2 VARIANCE BENEFITS EXISTING CONDITIONS CHANHASSEN, MINNESOTA 0 30 60 120 SCALE IN FEET Alliarrt Engineering. Inc. 233 Park Ave 5, Ste 300 Minneapolis, MN 55475 612.758.3080 MAIN 612.758.3099 FM wit elliant inccom I— VETLAND OUTLOT CONSERVATION EASEM (TO GO TO CITY) i r I (6.4 7 AC) \ 0.444 AC) ; I O I 33' I I I \ L---- O ory i KE ,' LUCY ROAD 7 O�6 \/�28 ;o PROPOSED SANITARY SEWER EXTENSION 1 33' & 40' PLATTED R/W (0.599 AC) I / A t15O0.A0 Meq EXHIBIT 3 VARIANCE BENEFITS PROPOSED CONDITIONS ma: aa.�ef- a,as CHANHASSEN, MINNESOTA ell } !n 3 W 1 Of 0 O w H J CO 0 0 d U II _ 37 Y 7' R/W I DEDICATION 0 30 60 120 SCALE IN FEET Alliant Engineering, Inc. Ab233 Park Ave S. Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612 758.3099 FAX vmnv-alliant-inc.com 1510 Lake Lucy Rd Chanhassen, Minnesota Wetland Delineation Report Prepared for Estate Development Corporation by Kjolhaug Environmental Services Company, Inc. (KES Project No. 2015-065) June 15, 2015 cMOFCKWVSM JUN 16 2015 CHANHAWNPt, WNGOM SCANNED WETLAND DELINEATION SUMMARY • The 2.58 -acre property at 1510 Lake Lucy Road was inspected on May 8, 2015 for the presence and extent of wetland. • The National Wetlands Inventory (NWI) shows one PEMIC wetland within the site boundary. • The soil survey shows predominantly hydric and hydric soils present within the site boundary. • The DNR Public Waters Inventory shows a DNR Public Water (Lake Lucy) and an unnamed DNR Public Waters Wetland located approximately 1,000 feet from the site boundary. • One Type3 (PEM1C) wetland was delineated within the property boundary. 1510 Lake Lucy Road Chanhassen, Minnesota Wetland Delineation Report I. INTRODUCTION The approximately 2.58 -acre property at 1510 Lake Lucy Road was inspected on May 8, 2015 for the presence and extent of wetland. The property is located in the SW '/4 of the NW '/4 of Section 2, Township 116 North, Range 23 West, City of Chanhassen, Carver County, Minnesota. The site is located immediately north of Lake Lucy Road and immediately east of Yosemite Avenue (Figure 1). The site limits corresponded to Carver County PID 250022900. The review area contains one single-family home and two outbuildings located on a partially - wooded lot. The site slopes northwest from the building site that adjoins Lake Lucy Road down to the wetland that is located in the northwest portion of the property. Elevations range from 1040 feet down to and 1000 feet above mean sea level. The wooded portion of the site is dominated by boxelder and green ash trees with an understory consisting of garlic mustard, common burdock, and other species. The wetland fringe is dominated by reed canary grass and the central portion of the wetland is dominated by broadleaf cattail. The site is bordered to the north by a municipal outlot and wetland, on the east by single- family homes, on the west by Yosemite Avenue and a large residential lot, and on the south by Lake Lucy Road and single-family homes. One wetland was identified and delineated on the northwest corner of the property (Figure 2). II. METHODS Wetlands were identified using Routine Determination methodology described in the Corps of Engineers Wetland Delineation Manual (Waterways Experiment Station, 1987) and the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Midwest Region (Version 2.0) as required under Section 404 of the Clean Water Act and the Minnesota Wetland Conservation Act. Wetland boundaries were identified as the upper -most extent of wetland that met criteria for hydric soils, hydrophytic vegetation, and wetland hydrology. Wetland -upland boundaries were marked with pin flags and were located by Alliant Engineering. Soils, vegetation, and hydrology were documented at a representative location along the wetland - upland boundary. Plant species dominance was estimated based on the percent aerial or basal coverage visually estimated within a 30 -foot radius for trees and vines, a 15 -foot radius for the shrub layer, and a 5 -foot radius for the herbaceous layer within the community type sampled. Soils were characterized to a minimum depth of 18-24 inches (unless otherwise noted) utilizing Munsell Soil Color Charts and standard soil texturing methodology. Hydric soil indicators used in reporting are from Field Indicators of Hydric Soils in the United States (USDA Natural Resources Conservation Service in cooperation with the National Technical Committee for Hydric Soils, Version 7, 2010). Plants were identified using standard regional plant keys. Taxonomy and indicator status of plant species was taken from the 2014 National Wetland Plant List (U.S. Army Corps of Engineers 2014. National Wetland Plant List, version 3.2, hos://wetland nlants.usace.army.mil Engineer Research and Development Center, Cold Regions Research and Engineering Laboratory, Hanover, NH). III. RESULTS Review of NWI. Soils, and DNR Information The National Wetlands Inventory (NWI) (Minnesota Geospatial Commons 2009-2014, https://gisdata.mn.gov/dataset/water-nat-wetlands-inv-2009-2014) shows one PEM IC wetland on the northwest portion of the property (Figure 3). The Soil Survey of Carver County, Minnesota (httn://soils.usda.goy/surve/Mgranhy/ssurgo/) shows a mix of hydric and non -hydric soils mapped within the review area. A soils map indicating the soil types present within the parcel, along with a table of hydric soil categories is included in Figure 4. The Minnesota DNR Public Waters Map, Carver County (httos://1{isdata.mn.¢ov/datasethvater- mn-public-waters) shows DNR Public Water 10-71? (Lake Lucy) located 1,065 feet south of the property and unnamed DNR Public Waters Wetland 10-131W located 1,115 feet east-southeast of the property boundary (Figure 5). The National Hydrography Dataset (U.S. Geological Survey, bM://nhd.usgsc.govn shows one small unnamed perennial stream/river approximately 800 feet northeast of the site boundary and an unnamed swamp/marsh that corresponds to the location of DNR Public Waters Wetland 10- 131 W (Figure 6). Wetland Determinations and Delineations Potential wetlands were evaluated during field observations on May 8, 2015. One wetland was identified on the northwestern portion of the property (Figure 2). Corresponding data forms are included in Appendix A. The following description of the wetland and its adjacent upland reflects conditions observed at the time of the field visit. At that time precipitation conditions were normal based on available 30 -day rolling precipitation data and dry based on the three- month antecedent conditions (Appendix B). A survey of the wetland boundary by Alliant Engineering is included in Appendix C. Wetland I was a Type 3 (PEM 1C) shallow marsh wetland with a central seasonally -flooded area dominated by cattail and a saturated fringe of reed canary grass. The adjoining upland consisted of boxelder woodland with an understory dominated by garlic mustard, common burdock and groundivy. The wetland boundary corresponded to a defined topographic rise and a transition from reed canary grass to a boxelder woodland with an herb layer that had an increasing dominance of upland indicator species such as common burdock and groundivy. The wetland corresponded to a PEM 1C on the NWI map and was mapped as Houghton and Muskego soils with a fringe of Hamel loam on the county soil survey. Other Areas No other areas with hydrophytic vegetation or wetland hydrology were observed on the site. No other areas were mapped with hydric soil on the soil survey map, or as wetland on the NWI map. IV. CERTIFICATION OF DELINEATION The procedures utilized in the described delineation are based on the COE 1987 Wetland Delineation Manual as required by Section 404 of the Clean Water Act and the Minnesota Wetland Conservation Act. Both the delineation and report were conducted in compliance with regulatory standards in place at the time the work was completed. Site boundaries indicated on figures within this report are approximate and do not constitute an official survey product. Delineation Completed by: Rob Bouta, Senior Environmental Scientist/Ecologist Minnesota Certified Wetland Delineator No. 1081 Report Prepared by: Adam Cameron, Project Assistant Report reviewed by: Mark Kjolhaug, Professional Wetland Scientist No. 000845 Date: June 15, 2015 1510 Lake Lucy Road Wetland Delineation Report Figures • Figure 1— Site Location • Figure 2 — Existing Conditions • Figure 3 — National Wetlands Inventory • Figure 4 — Soil Survey • Figure 5 — DNR Protected Waters • Figure 6 — National Hydrography Dataset Figure 1 - Site Location N 0 700 1510 Lake Lucy Road (KES 2015-065) Feet Chanhassen, Minnesota i Note: Boundaries indicated _u— KT u,t on this figure are approximate JOL11t1UG ENVIRONMENTAL SERVICES COMPANY and do not constitute an ^`v official survey product. E - Vnctse CaWr0.otl O raenm CNeFav (`L FNk46FN saa�� r (p �flti< Snzem<en [k� T �yi rj4 Y �r n� UV : r I © OpenStreetMa nd) contributors, CC -BY -SA Figure 1 - Site Location N 0 700 1510 Lake Lucy Road (KES 2015-065) Feet Chanhassen, Minnesota i Note: Boundaries indicated _u— KT u,t on this figure are approximate JOL11t1UG ENVIRONMENTAL SERVICES COMPANY and do not constitute an ^`v official survey product. Figure 2 - Existing Conditions N 0 60 A"====1 Feet KjoLHAuc ENVIRONMENTAL SERVICES COMPANY 1510 Lake Lucy Road (IES 2015-065) Chanhassen, Minnesota Note: Boundaries indicated on this figure are approximate and do not constitute an official survey product Figure 3 - National Wetlands Inventory (2013 MN DNR) N 0 60 LA "W==] Feet amu— KJOLHAUG ENVIRONMENTAL SERVICES COMPANY 1510 Lake Lucy Road (IES 2015-065) Chanhassen, Minnesota Note: Boundaries indicated on this figure are approximate and do not constitute an official survey product. Non -Hydric Soils ® Hydric Soils •fir: r� '.I4"t0 �.F � t r s�' . r ��� y•�. 1 t_3 1�sAAW a<r ELH,U Kilkei Leste Leste NO Figure 4 - Soil Survey N` 0 60 i� Feet Lw _�— KJT L AuG OLHAUG ENVIRONMENTAL SERVICES COMPANY foams Non loams Non -916 ". 1510 Lake Lucy Road (KES 2015-065) Chanhassen, Minnesota Note: Boundaries indicated on this figure are approximate and do not constitute an official survey product Y t L r^ L I�t .a ,e- J. �4 .v 1 f�. 1w ' S At its t j u 1.A V 1510 Lake Lucy Road Wetland Delineation Report Appendix A Wetland Delineation Data Forms WETLAND DETERMINATION DATA FORM - Midwest Region ProjectlSite 1510 Lake Lucy Road City/County: Chanhassen/Carver Sampling Date: 05/08/15 Applicant/Owner: Estate Development Corp State: MN Sampling Point: SP1 -wet Investigator(s): Rob Bouta, Kjolhaug Environmental Section, Township, Range: 3W 1/4 of NW 1/4 of Sec 2 T1 16N R2W Landform (hillslope, terrace, etc.): Basin Local relief (concave, convex, none): Concave Slope (%): 0 - 5 Let: 44.885029 Long: 0 Datum: Digital degrees Soil Map Unit Name Hamel loam VWI Classification: PEM1C Are climatic/hydrologic conditions of the site typical for this time of the year? Y (If no, explain in remarks) Are vegetation , soil , or hydrology_ significantly disturbed? Are "normal circumstances" Are vegetation , soil , or hydrology naturally problematic? present? Yes SUMMARY OF FINDINGS (if needed. explain anv answers in remarks_) Hydrophytic vegetation present? Y Absolute Hydric soil present? Y Is the sampled area within a wetland? Y Indicators of wetland hydrology present? Y f yes, optional wetland site ID: Wetland 1; PEM1C Remarks: (Explain alternative procedures here or in a separate report.) 30 -day precipitation rolling average within normal range. vtUt I ATION — Use Scientific names of nlants. US Amy Corps of Engineers Midwest Region Absolute Dominan Indicator Dominance Test Worksheet Tree Stratum (Plot size: 30 -ft radius ) % Cover t Species Staus Number of Dominant Species 1 Acer negundo 50 Y FAC that are OBL, FACW, or FAC: 3 (A) 2 Total Number of Dominant 3 Species Across all Strata: 3 (B) 4 Percent of Dominant Species 5 that are OBL, FACW, or FAC: 100.00% (A/B) 50 =Total Cover Saollno/Shrub stratum (Plot size: 15 -ft radius ) Prevalence Index Worksheet 1 Total % Cover of: OBL species 0 x 1= 0 FACW species 125 x2= 250 FAC species 50 x3= 150 FACU species 0 x4= 0 UPL species 0 x 5= 0 2 3 4 5 0 =Total Cover Herb stratum (Plot size: 5 -ft radius ) Column totals 175 (A) 400 (B) 1 Phalans arundinacea 90 Y FACW Prevalence Index = B/A = 2.29 2 Laportea canadensis 35 Y FACW 3 Hydrophytic Vegetation Indicators: _ Rapid test for hydrophytic vegetation X Dominance test is >50% 4 5 6 X Prevalence index is 53.0• 7 Morphogical adaptations' (provide 8 supporting data in Remarks or on a 9 separate sheet) 10 Problematic hydrophytic vegetation' 125 =Total Cover (explain) Woody vine stratum (Plot size: 30 -ft radius ) 'Indicators of hydric soil and wetland hydrology must be 1 present, unless disturbed or problematic 2 Hydrophytic 0 =Total Cover vegetation present? Y Remarks: (Include photo numbers here or on a separate sheet) US Amy Corps of Engineers Midwest Region SOIL Sampling Point: SP1 -wet Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix (Inches) Color (moist) % Redox Features Color (moist) % Type' Loc" Texture Remarks 0-8 10YR 2/1 100 - - Silt loam Moist 8-20 10YR 3/1 95 10YR 3/3 5 C M Silt loam 20-24 10YR 3/1 80 5YR 3/3 20 C M Silt loam Hydrogen Sulfide Odor (Cl) Dry -Season Water Table (C2) Water Marks (Bt) Oxidized Rhizospheres on Living Crayfish Burrows (C8) Sediment Deposits (82) Roots (C3) Saturation Visible on Aerial Imagery (C9) Drift Deposits (83) Presence of Reduced Iron (C4) Stunted or Stressed Plants (D1) Algal Mal or Crust (134) Recent Iron Reduction in Tilled Soils X Geomorphic Position (D2) Iron Deposits (65) 'Type: C = Concentration, D = Depletion, RM = Reduced Matrix, MS = Masked Sand Grains. "Location: PL = Pore Lining, M = Matrix Hydric Soil Indicators: _ Histisol (Al) Sandy Gleyed Matrix (S4) _ Histic Epipedon (A2) _ Sandy Redox (S5) —Black Hisfic (A3) Stripped Matrix (S6) _ Hydrogen Sulfide (A4) _ Loamy Mucky Mineral (F1) _ Stratified Layers (A5) Loamy Gleyed Matrix (F2) _ 2 cm Muck (Al 0) Depleted Matrix (F3) —Depleted Below Dark Surface (All) X Redox Dark Surface (F6) _Thick Dark Surface (Al2) _Depleted Dark Surface (F7) Sandy Mucky Mineral (S1) Redox Depressions (F8) 5 cm Mucky Peat or Peat (S3) Indicators for Problematic Hydric Soils: Coast Prairie Redox (A16) (LRR K, L, R) Dark Surface (S7) (LRR K, L) ' Iron -Manganese Masses (F12) (LRR K, L, R) _ Very Shallow Dark Surface (TF12) Other (explain in remarks) 'Indicators of hydrophytic vegetation and weltand hydrology must be present, unless disturbed or problematic Restrictive Layer (if observed): Type: - Sparsely Vegetated Concave Surface (B8) Hydric soil present? Y Depth (inches): Remarks: Other (Explain in Remarks) HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one is required; check all that apply) Secondary Indicators (minimum of two required) Surface Water (Al) Aquatic Fauna (B13) Surface Soil Cracks (136) X High Water Table (A2) True Aquatic Plants (B14) Drainage Patterns (B10) X Saturation (A3) Hydrogen Sulfide Odor (Cl) Dry -Season Water Table (C2) Water Marks (Bt) Oxidized Rhizospheres on Living Crayfish Burrows (C8) Sediment Deposits (82) Roots (C3) Saturation Visible on Aerial Imagery (C9) Drift Deposits (83) Presence of Reduced Iron (C4) Stunted or Stressed Plants (D1) Algal Mal or Crust (134) Recent Iron Reduction in Tilled Soils X Geomorphic Position (D2) Iron Deposits (65) (06) X FAC -Neutral Test (135) Inundation Visible on Aerial Imagery (137) Thin Muck Surface (C7) Sparsely Vegetated Concave Surface (B8) Gauge or Well Data (D9) Water -Stained Leaves (139) Other (Explain in Remarks) Field Observations: Surface water present? Yes No X Depth (inches): Water table present? Yes X No Depth (inches): 13 Indicators of wetland Saturation present? Yes X No Depth (inches): 11 hydrology present? Y (includes capillary fringe) Describe recorded data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corns of Engineers Midwest Region WETLAND DETERMINATION DATA FORM - Midwest Region Project/Site 1510 Lake Lucy Road City/County: Chanhassen/Carver Sampling Date: 05/08/15 Applicant/Owner: Estate Development Corp State: MN Sampling Point: SP1 -U Investigator(s): Rob Bouts, Kjolhaug Environmental Section, Township, Range: SW 1/4 of NW 1/4 of Sec 2 T1 16N R23N Landform (hillslope, terrace, etc.): Hillslope Local relief (concave, convex, none): Linear slope Slope (%: 0 - 5 Let: 44.885029 Long: -93.559705 Datum: Digital degrees Soil Map Unit Name Lester Kilkenny-loams VWI Classification: none Are climaticthydrologic conditions of the site typical for this time of the year? Y (If no, explain in remarks) Are vegetation , soil , or hydrology significantly disturbed? Are "normal circumstances" Are vegetation , soil , or hydrology naturally problematic? present? Yes SUMMARY OF FINDINGS (If needed, explain any answers in remarks.) Hydrophytic vegetation present? N Absolute Hydric soil present? N Is the sampled area within a wetland? N Indicators of wetland hydrology present? N f yes, optional wetland site ID: Remarks: (Explain altemative procedures here or in a separate report.) 30 -day precipitation rolling average within normal range. VEGETATION — Use scientific names of Dlants. US Amy Corps of Engineers Midwest Region Absolute Dominan Indicator Dominance Test Worksheet Tree Stratum (Plot size: 30 -ft radius ) % Cover t Species Staus Number of Dominant Species 1 Acer negundo FAC that are OBL, FACW, or FAC: 0 (A) 2 Total Number of Dominant 3 Species Across all Strata: 2 (B) 4 Percent of Dominant Species 5 that are OBL, FACW, or FAC: 0.00% (A/B) 0 =Total Cover Sapling/Shrub straturc (Plot size: 15 -ft radius ) Prevalence Index Worksheet 1 Total % Cover of: 2 OBL species 0 x 1= 0 3 FACW species 17 x2= 34 4 FAC species 5 x3= 15 5 FACU species 112 x4= 448 0 =Total Cover UPL species 0 x5= 0 Herb stratum (Plot size: 5 -ft radius ) Column totals 134 (A) 497 (B) 1 Glechoma hederacea 70 Y FACU Prevalence Index = B/A = 3.71 2 Arctium minus 35 Y FACU 3 Phalaris arundinacea 10 N FACW Hydrophytic Vegetation Indicators: 4 Alliaria petiolata 5 N FAC Rapid test for hydrophytic vegetation 5 Carduus nutans 5 N FACU Dominance test is >50% 6 Laportea canadensis 5 N FACW _ Prevalence index is 53.0' 7 Galium aparine 2 N FACU Morphogical adaptations' (provide 8 Ansaema triphyllum 2 N FACW supporting data in Remarks or on a 9 separate sheet) 10 Problematic hydrophytic vegetation' 134 =Total Cover (explain) Woody vine stratum (Plot size: 30 -ft radius ) *Indicators of hydric soil and wetland hydrology must be 1 present, unless disturbed or problematic 2 Hydrophytic 0 =Total Cover vegetation present? N Remarks: (Include photo numbers here or on a separate sheet) US Amy Corps of Engineers Midwest Region SOIL Sampling Point: SP1 -U Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix (Inches) Color (moist) % Redox Features Color (moist) % Type' Loc" Texture Remarks 0-15 10YR 3/1 100 Surface Water (Al) Loam 15-24 10YR 3/1 99 10YR 3/3 1 C M Loam Drainage Patterns (B10) Saturation (A3) Hydrogen Sulfide Odor (Cl) Dry -Season Water Table (C2) Water Marks (131) Oxidized Rhizospheres on Living Crayfish Burrows (CS) Sediment Deposits (132) Roots (C3) Saturation Visible on Aerial Imagery (C9) Drift Deposits (133) Presence of Reduced Iron (C4) Stunted or Stressed Plants (DI) Algal Mat or Crust (B4) Recent Iron Reduction in Tilled Soils Geomorphic Position (D2) Iron Deposits (135) (C6) 'Type: C = Concentration, D = Depletion, RM = Reduced Matrix, MS = Masked Sand Grains. "Location: PL = Pore Lining, M = Matrix Hydric Soil Indicators: _ Histisol (Al) _ Sandy Gleyed Matrix (S4) _ Histic Epipedon (A2) _ Sandy Redox (S5) Black Histic (A3) Stripped Matrix (S6) _ Hydrogen Sulfide (A4) _ Loamy Mucky Mineral (F1) Stratified Layers (AS) Loamy Gleyed Matrix (F2) _ 2 cm Muck (A10) _ Depleted Matrix (F3) Depleted Below Dark Surface (A11) Redox Dark Surface (F6) _Thick Dark Surface (Al2) _ Depleted Dark Surface (F7) _Sandy Mucky Mineral (S1) Redox Depressions (F8) 5 cm Mucky Peat or Peat (S3) Indicators for Problematic Hydric Soils: Coast Prairie Redox (A16) (LRR If, L, R) Dark Surface (S7) (LRR If, L) Iron -Manganese Masses (F12) (LRR K, L, R) Very Shallow Dark Surface (TF12) Other (explain in remarks) 'Indicators of hydrophytic vegetation and weltand hydrology must be present, unless disturbed or problematic Restrictive Layer (if observed): Type: - Sparsely Vegetated Concave Surface (138) Gauge or Well Data (139) Hydric soil present? N Depth (inches): Remarks: Field Observations: HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one is required; check all that apply) Secondary Indicators (minimum of two required) Surface Water (Al) Aquatic Fauna (813) Surface Soil Cracks (136) High Water Table (A2) True Aquatic Plants (1314) Drainage Patterns (B10) Saturation (A3) Hydrogen Sulfide Odor (Cl) Dry -Season Water Table (C2) Water Marks (131) Oxidized Rhizospheres on Living Crayfish Burrows (CS) Sediment Deposits (132) Roots (C3) Saturation Visible on Aerial Imagery (C9) Drift Deposits (133) Presence of Reduced Iron (C4) Stunted or Stressed Plants (DI) Algal Mat or Crust (B4) Recent Iron Reduction in Tilled Soils Geomorphic Position (D2) Iron Deposits (135) (C6) FAC -Neutral Test (D5) Inundation Visible on Aerial Imagery (B7) Thin Muck Surface (C7) Sparsely Vegetated Concave Surface (138) Gauge or Well Data (139) Water -Stained Leaves (139) Other (Explain in Remarks) Field Observations: Surface water present? Yes No X Depth (inches): Water table present? Yes No X Depth (inches): Indicators of wetland Saturation present? Yes No X Depth (inches): hydrology present? N (includes capillary fringe) Describe recorded data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: No wetland hydrology indicators. US ArmV Corns of Engineers Midwest Region 1510 Lake Lucy Road Wetland Delineation Report Appendix B Precipitation Data d L V C 6 0 w c,s a 5 Q R 4 0 r t 3 .r c 0 E R 2 � 1 0 3/7/15 3/13/15 3/19/15 3/25/15 3/31/15 4/6/15 4/12/15 4/18/15 4/24/15 4/30/15 5/6/15 5/12/15 5/18/15 5/24/15 5/30/15 0 monthly precip — daily precip —30d rolling total 3rd Prior 30 Days 2nd Prior 30 Days F 1 st Prior 30 Days 1510 Lake Lucy Rd Site visit 5/8/2015 IfV T TT 0 3/7/15 3/13/15 3/19/15 3/25/15 3/31/15 4/6/15 4/12/15 4/18/15 4/24/15 4/30/15 5/6/15 5/12/15 5/18/15 5/24/15 5/30/15 0 monthly precip — daily precip —30d rolling total Minnesota Climatology Working Group (f*5 State Climatology Office - DNR Division of Ecological and Water Resources University of Minnesota home I current conditions I journal past data I summaries I agriculture I other sites I contact us I search Precipitation Worksheet Using Gridded Database Precipitation data for target wetland location: county: Carver township number: 116N township name: Lake Minnewashta range number: 23W nearest community: Carver Beach section number: 2 Aerial photograph or site visit date: Friday, May 08, 2015 Score using 1971-2000 normal period Score using 1981-2010 normal period first prior second prior third prior month: (values are in inches) month: month: February April 2015 March 2015 2015 estimated precipitation total for this location: missing 0.74 0.32 there is a 30% chance this location will have less than: 1.37 1.19 0.40 there is a 30% chance this lo_ cation will have more than: 2.76 2.09 0.94 type of month: dry normal wet missing dry dry monthly score missing 2* 1= 2 1* 1= 1 multi -month score: 6+2+1=9 DRY multi -month score: 6 to 9 (dry) 10 to 14 (normal) 15 to 18 (wet) missing Score using 1981-2010 normal period view USDA-NRCS WETS data for Carver County first prior second prior third prior month: (values are in inches) month: month: February April 2015 March 2015 2015 estimated precipitation total for this location: P_.2_2_____j 0.74 0.32 there is a 30% chance this location will have less than:* 1.65 1.23 0.42 there is a 30% chance this location will have more than:* 3.17 2.04 0.94 type of month: dry normal wet Inormal 11 dry dry monthly score3*2=6 2* 1= 2 1* 1= 1 multi -month score: 6+2+1=9 DRY 6 to 9 (dry) 10 to 14 (normal) 15 to 18 (wet) view USDA-NRCS WETS data for Carver County 1510 Lake Lucy Road Wetland Delineation Report Appendix C Wetland Boundary Survey w. I—. nz v ROAD FOR REVIEW ONLY PRELIMINARY NOT FOR CONSTRUCTION 4 LEGAL DESCRIPTION NOTES w�NY WYb.»YY�sm Yh.mnuamanre'.+ran4ae W.en v.ry.www.e»wwsrp. a MevYaaY.».a T+.uenn...awmww.fN�•wY.waiw MEND i�»gsaYYµe.wwa /INS Pv.M x �..narnvr n Q oln. MN SA13 WlniRa 9415 elz.�se Som .,.. 612.75 6112.150.]03) ALLINT ........�.. .nMm.o�.am .o•w. ESTATE DEVELOPMENT ADDRESS Yrz �. Yp UOGAlO x Lacnna �J Stormwater Management and Hydraulic JUN 16 2015 GWAWNP!l&"%0w Glaccum Property Chanhassen, MN Preliminary June 16, 2015 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.aIliant-inc.com SCANNED Glaccum Property Hydrologic and Hydraulic Study June 5, 2015 Introduction Included in this report are the materials necessary to review the stormwater management plan for the proposed Glaccum Property project in Chanhassen, Minnesota The following information is included: • Study Narrative • Drainage Area Maps • Rate Control HydroCAD Calculation Reports • Volume and Water Quality Control Calculations • Storm Sewer Design Calculations Background This study was conducted to analyze stormwater treatment requirements for a proposed 4 lot residential in Chanhassen, Minnesota and within Minnehaha Creek Watershed boundary. The study will show that the proposed stormwater management facility will nullify the effects of the increased impervious surface resulting from the new development. Following two scenarios are assumed in this study: • Existing conditions — Minimal development • Proposed conditions—Development of the residential project A complete storm water analysis of the 3.12 acre site (1.9 acres disturbed) is included in the study as well as the inclusion of 9.12 acres of offsite catchment that will affect or is affected by the site. The proposed site is bound by Lake Lucy Road to the south, Yosemite Avenue to the west, existing residential to the east and a wetland to the north. Developer is proposing 4 lot single family homes. Drainage maps provided show delineations based on full development. Stormwater management plan for the proposed conditions will meet the guidelines as required by the City of Chanhassen and Minnehaha Creek Watershed District for stormwater quantity and quality. The following criterion was used in designing the stormwater management system: • Post -development peak runoff rate from the site for the 1, 2, 10, 100 -year and a 100 -year back to back 24-hour Type 11 storm events (Atlas -14) must not be greater than the existing condition rates in accordance with the City of Chanhassen and Minnehaha Creek WMC. • Proposed water quality treatment must provide a minimum of 60% phosphorous and 90% total suspended solids removal per the City of Chanhassen. • Stormwater management plan must meet the City and Watershed non -degradation policy for storm water runoff quality where post -development nutrient loads cannot exceed those of existing conditions. • Volume control retained on site is equivalent to 1" over new impervious surface in accordance with the City of Chanhassen's Stormwater Management Plan. • Emergency overflow for flows greater than 100 -year event must be provided. Runoff Rate Control All rate control calculations have been performed using the SCS method via HydroCAD software. Five events were modeled including: 1 -year, 2 -year, 10 -year, 100 -year, and 100 -year back to back Type 1124 -hour storm events with ATLAS -]4 precipitation amounts of 2.50", 2.87", 4.26", and 7.36" used, respectively. All existing and proposed curve numbers are based on an assumed soil type `C' as indicated in the preliminary geotechnical investigation produced by Braun Intertec. Times of concentrations were estimated and modeled Alliant Eneineerine, Inc. Page 1 of 4 215-0030 Glaccum Property Hydrologic and Hydraulic Study June 5, 2015 using direct entry. The existing study does include some drainage area from offsite to the north because that area drains into the site's drainage area. Proposed conditions watershed area will exactly match existing conditions area scenario. Existing Conditions The site is currently one lot with one single family home and associated driveway and out buildings. North side of the property is covered by Lake Lucy floodplain wetland. The wetland limits within the site were delineated Kjholhaug Environmental. The property has variable terrain that primarily drains northerly towards the wetland with a small area along the east side draining to Lake Lucy Road's ditch. Following subcatchments were used in the existing conditions HydroCAD model: LW — Onsite area that drains to Lake Lucy Road ditch. W-1 — Onsite area that drains to the wetland. • W-1(0) — Offsite area that drains across the site and ultimately to the wetland. The area will drain to the existing wetland in the existing conditions. To compare peak discharge rates for the existing and proposed conditions, flows were analyzed compositely as well as both the Lake Lucy Road ditch and Lake Lucy wetland separately. For ease of comparison, the existing analysis nodes will remain consistent in the proposed and existing models. Refer to the existing conditions drainage map and HydroCAD report for additional information and detailed calculations. Site composite existing runoff rate as calculated by HydroCAD are listed in the table below: Event To Lake Lucy Road cfs To Wetland cfs Wetland NWL ft 1 year 2.50" 24hr 0.76 13.50 999.45 2 year 3.87" 24hr 0.98 17.17 999.55 10 year 4.26" 24hr 1.94 32.55 999.98 100 year 7.36" 24hr 4.32 71.13 1,000.93 Back to Back 100 year 7.36" 24hr 5.36 88.36 1,002.88 Proposed Conditions The proposed development project includes construction of 4 residential lots and associated roadway as shown in the submittal plan set. Project will include construction of an underground infiltration pipe to provide the rate and volume control and water quality treatment of stormwater. Stormwater runoff from the new roadway and 3 of the front yards will be collected by storm sewer underground infiltration pipe. All of the backyards and the westerly front yard will drain uncaptured toward the wetland. Following subcatchments were used in the proposed conditions HydroCAD model: • R-1 — Onsite area that drains to the wetland. • R-2 — Onsite area that will be captured by storm sewer. • RW -1 — Right of way area that drains to the wetland. • RW -2 — Right of way area that will be captured by storm sewer. • O — Outlot A area (wetland). • W-1(0) — Offsite area that drains across the site and ultimately to the wetland. The area will drain directly to the existing wetland in the proposed condition. The proposed underground infiltration pipe discharge will be routed to the Lake Lucy wetland at the wetland edge. The flow will be regulated by an outlet control structure that will discharge via a 12" pipe. Refer to the submittal plan set for details on the Outlet Control Structure. Alliant Enaineerine Inc Paee 2 of 4 215-0030 Glaccum Property Hydrologic and Hydraulic Study June 5, 2015 The proposed stormwater management plan does increase the peak discharge rate into the wetland but because the normal water elevations are insignificantly affected, and runoff to Lake Lucy Road ditch is eliminated, there is no runoff from the site. Refer to the proposed conditions drainage map and HydroCAD report sheets for additional information. Site composite proposed runoff rate as calculated by HydroCAD are listed in the table below: Event To Lake Lucy Road (cfs) / (A from Ex.) To Wetland (cfs) / (A from Ex.) Wetland NWL (ft) 1 year (2.50" 24hr) 0/(-0.76) 13.83 / (0.33) 999.48 2 year (3.87" 24hr) 0/(-0.98) 17.52 / (0.35) 999.59 10 year (4.26" 24hr) 0/(-1.94) 32.99 / (0.44) 1,000.04 100 year (7.36" 24hr) 0/(-4.32) 71.83 / (0.70) 1,001.01 Back to Back 100 year (7.36" 24hr) 0/(-5.36) 88.93 / (0.57) 1,003.06 Stormwater Volume Control and Water Ouality The proposed project will result in an addition of approximately 0.57 acres of new impervious surface. New impervious surface has been offset by onsite stormwater underground infiltration pipe. Volume control will be Provided by infiltration of 1" over new impervious surface and excess NURP storage. The proposed stormwater management plan exceeds the volume control requirements of the City of Chanhassen's Stormwater Management Plan. See appendix for calculations. The Proposed Underground Infiltration Pipe is also designed to meet the water quality requirements of the City of Chanhassen and will provide the required phosphorus and total suspended solids removal efficiencies. Pond 1 1.0" Runoff Volume Dead Pool Volume Provided Underground Infiltration Pipe 0.048 of 2,084 cf 0.029 of 1,257 of Erosion and Sediment Control Plan Refer to the Stormwater Pollution Prevention Plan (S WPPP) plan sheet for the erosion and sediment control plan for the project. Best Management Practices will be utilized to ensure proper erosion and sediment control. Conclusion Alliant Engineering believes that the proposed design is acceptable for all parties involved. Peak discharge rates for the 1 -year, 2 -year, 10 -year, 100 -year and 100 -year back to back 24-hour storm events will be decreased from existing rates for the proposed conditions. Adequate runoff volume has been retained on site to mitigate the proposed impervious surface additions. The proposed underground infiltration designs also exceed the required amount of permanent pool volume and meet criteria for proper treatment of the runoff. Nutrient loading to receiving waters will not increase from the existing conditions and the proposed pond phosphorous removal efficiencies meet requirements. Finally, the proposed grading and SWPP plans will utilizes Best Management Practices whenever possible to provide adequate erosion control measures to contain sediment during construction. Please call me at 612-767-9362 with any questions or comments regarding stormwater issues for the Glaccum Property project. Sincerely, Pavel Nikolov, EIT Alliant Engineering, Inc. CC: File 150030 Alliant Engineering, Inc. Page 3 of 4 215-0030 Glaccum Property Hydrologic and Hydraulic Study June 5, 2015 APPENDIX - Drainage Maps • Existing Conditions Proposed Conditions - Rate Control HydroCAD Reports • Existing Conditions Proposed Conditions - Precipitation Frequency Data - Water Quality and Volume Calculations • Summary Spreadsheet - Storm Sewer Sizing • Sizing Spreadsheet - Preliminary Geotechnical Investigation Alliant Engineering, Inc. Page 4 of 4 215-0030 LEGEND: NDS F�� ° n so 10° StlilE N fiEf FRMOQ �.F.,a FQnY•1 _, . N f UM YkOIEC TFAM °41rE ISSM DATE ISSCT GLAC CUM PROPERTY E c PLA.IYp\.. W R Ri W M. Rr D PPEPARFLBY MEORLNDFR MY OFSN)YFO MPA 233 Park Ave 5, Ste 300 wafer suefxvLswN ANorNAn w Minneapolis. MN 55415 vM"noffsL.aoxALornEOfrn L.'OFR nortc�Nu l�fWD 612758.3080 Muf n¢uwsuPreFsrAfF6 EXISTING DRAINAGE AREA 15250 WAY24TA H(IULEVARU 672.758.3099 fnz " PRELIMINARY PLAT AND REZONING I SUITE 101 MARK RAVS[HPf Q��R�S�4lEW WAYWA, MN 55391 A L L I A N T www_allianMlnccom ,�„P S B SHEET 1 OF 2 PHONE (612) 9900666 ENO1N Ff PIN6 pAiE IICESENO N p"tE SUBMITTAL o 25 50 loo SCALE M FEET ��Dx®vcfnnrvlxwiiWse4n PROIERiF.Apl DATE ISti11E DATE ISSUE E C GLACCUM PROPERTY 2 D ¢ VDD9Y X00. L.°PN 233 Park Ave 5, Ste 300 wPici ATiavmov umn�.Ti ei.T Minneapolis, MN 55415 eaortssimn�Eevu uxoca noRRr° 612.758.3080 Dae PRELIMINARY Txeuws°rieesure°v Mir" PROPOSED PLAT AND REZONING 162°0 WAYZAT.A HOULEVARU 6127583099 vnx I PROPOSED DRAINAGE AREA WASUIl°' RE"�" SUBMITTAL SHEET 2 OF 2 AYZATA, MN 55391 ALL 1 A N T yr nv.allianl-incGOnl °-VQ` 4> PHONE (612) sin 6666 ex.IReuime .1n,lr ru a e- u"n 3S OW- 1(0) ez W-1 2P O1S W-1 Li LW 5L TOTAL Subcat Reach on Link Routing Diagram for edrn Prepared by Alliant Engineering, Printed 6/16/2015 FHyd,,CAD® 10.00 s/n 01427 O 2013 HydroCAD Software Solutions LLC edrn Prepared by Alliant Engineering Printed 6/16/2015 HydrOCAD®10.00 s/n 01427 © 2013 HVdroCAD Software Solutions LLC Paae 2 Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 3.733 74 >75% Grass cover, Good, HSG C (1 S, 3S, 4S) 0.089 89 Gravel roads, HSG C (4S) 0.040 96 Gravel surface, HSG C (1 S) 0.348 98 Impervious (1 S, 3S) 0.862 98 Unconnected pavement, HSG C (4S) 1.662 98 Water Surface, 0% imp, HSG C (4S) 0.449 98 Water Surface, HSG C (3S) 5.056 70 Woods, Good, HSG C (1 S, 3S, 4S) 12.240 79 TOTAL AREA edrn Prepared by Alliant HvdrOCAD®10.00 s/n Type // 24 -hr Bk -Bk 100 yr Rainfall=7.36"x 2 Printed 6/16/2015 Summary for Subcatchment 1S: LW Runoff = 5.36 cfs @ 35.98 hrs, Volume= 0.552 af, Depth=11.68" Runoff by SCS TR -20 method, UH=SCS, Weighted -Q, Time Span= 0.00-100.00 hrs, dt= 0.01 hrs Type II 24 -hr Bk -Bk 100 yr Rainfall=7.36" x 2 Area (sf) CN Description 5,169 70 Woods, Good, HSG C 2,903 98 Impervious 1,756 96 Gravel surface, HSG C 14,872 74 >75% Grass cover, Good HSG C 24,700 78 Weighted Average 21,797 88.25% Pervious Area 2,903 11.75% Impervious Area Tc Length Slope Velocity Capacity Description min (feet) (ft/ft) (ft/sec) (cfs) 7.6 260 0.0231 0.57 Lag/CN Method, Summary for Subcatchment 3S: W-1 Runoff = 23.12 cfs @ 36.00 hrs, Volume= 2.526 af, Depth=11.85' Runoff by SCS TR -20 method, UH=SCS, Weighted -Q, Time Span= 0.00-100.00 hrs, dt= 0.01 hrs Type II 24 -hr Bk -Bk 100 yr Rainfall=7.36" x 2 Area (sf) CN Description 52,525 70 Woods, Good, HSG C 19,578 98 Water Surface, HSG C 12,242 98 Impervious 27,060 74 >75% Grass cover, Good HSG C 111,405 79 Weighted Average 79,585 71.44% Pervious Area 31,820 28.56% Impervious Area Tc Length Slope Velocity Capacity Description min (feet) (ft/ft) (ft/sec) (cfs) 9.0 Direct Entry, Summary for Subcatchment 4S: W-1(0) Runoff = 68.57 cfs @ 36.06 hrs, Volume= 9.025 af, Depth=11.88" Runoff by SCS TR -20 method, UH=SCS, Weighted -Q, Time Span= 0.00-100.00 hrs, dt= 0.01 hrs Type 11 24 -hr Bk -Bk 100 yr Rainfall=7.36" x 2 edrn Inflow = 88.36 cfs @ 36.04 hrs, Volume= 11.550 of Type 1124 -hr Bk -Bk 100 yr Rainfall=7.36"x 2 Prepared by Alliant Engineering Printed 6/16/2015 HydroCAD@ 10.00 s/n 01427 @2013 HydroCAD Software Solutions LLC Page 4 Routing by Stor-Ind method, Time Span= 0.00-100.00 hrs, dt= 0.01 hrs Area (sf) CN Ado Description 162,566 70 70 Woods, Good, HSG C 72,397 98 98 Water Surface, 0% imp, HSG C 37,549 98 98 Unconnected pavement, HSG C 120,661 74 74 >75% Grass cover, Good, HSG C 3.877 89 89 Gravel roads HSG C 397,050 79 78 Weighted Average, UI Adjusted 359,501 1,004.00 180,253 1,931.4 335,360 917,333 90.54% Pervious Area 37,549 367,222 9.46% Impervious Area 37,549 Device Routing Invert Outlet Devices 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Summary for Pond 2P: W-1 Inflow Area = 11.673 ac, 13.64% Impervious, Inflow Depth = 11.87" for Bk -Bk 100 yr event Inflow = 88.36 cfs @ 36.04 hrs, Volume= 11.550 of Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 100%, Lag= 0.0 min Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 0.00-100.00 hrs, dt= 0.01 hrs Starting Elev= 999.00' Surf.Area= 92,936 sf Storage= 220,377 cf Peak Elev= 1,002.88' @ 48.84 hrs Surf.Area= 166,121 sf Storage= 723,480 cf (503,103 cf above start) Plug -Flow detention time= (not calculated: initial storage exceeds outflow) Center -of -Mass det. time= (not calculated: no outflow) Volume Invert Avail.Storage Storage Description #1 996.00' 1,506,240 cf Custom Stage Data (Irregular)Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (feet) (cubic -feet) (cubic -feet) (sq -ft) 996.00 55,574 937.1 0 0 55,574 1,000.00 107,513 2,029.6 320,513 320,513 313,562 1,002.00 155,414 1,946.5 261,460 581,973 340,155 1,004.00 180,253 1,931.4 335,360 917,333 346,217 1,006.00 202,937 1,997.4 382,966 1,300,299 367,222 1,007.00 208,958 2,016.1 205,940 1,506,240 373,523 Device Routing Invert Outlet Devices #1 Primary 1,006.00' 123.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s) rimaryOutFlow Max=0.00 cfs @ 0.00 hrs HW=999.00' (Free Discharge) 1=Sharp-Crested Rectangular Weir( Controls 0.00 cfs) edrn Prepared by Alliant Type 11 24 -hr Bk -Bk 100 yr Rainfall= 7.36 " x 2 Printed 6/16/2015 Summary for Link 5L: TOTAL Inflow Area = 12.240 ac, 13.56% Impervious, Inflow Depth = 0.54" for Bk -Bk 100 yr event Inflow = 5.36 cfs @ 35.98 hrs, Volume= 0.552 of Primary = 5.36 cfs @ 35.98 hrs, Volume= 0.552 at, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-100.00 hrs, dt= 0.01 hrs 9S 7S is O RW -2 R-1 7P 2S /3P Storage Pipe $S R-2 W-1 RW -1 6L (4S TOTAL W-1(0) SUGcat Reach on Link Routing Diagram for pdrn Prepared by Alliant Engineering, Printed 611 612 01 5 FHydroCAD® 10 00 sin 01427 0 2013 HydroCAD Software Solutions LLC pdrn Prepared by Alliant Engineering Printed 6/16/2015 HydroCAD®10.00 s/n 01427 02013 HydroCAD Software Solutions LLC Paae 2 Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 3.984 74 >75% Grass cover, Good, HSG C (1 S, 2S, 4S, 7S, 8S) 0.089 96 Gravel surface, HSG C (4S) 0.862 98 Impervious (4S) 0.234 98 Paved roads w/curbs & sewers, HSG C (7S) 0.271 92 Paved roads w/open ditches, 50% imp, HSG C (8S) 0.211 98 Unconnected pavement, HSG C (1 S) 0.206 98 Unconnected roofs, HSG C (2S) 2.106 98 Water Surface, HSG C (4S, 9S) 4.276 70 Woods, Good, HSG C (1 S, 4S, 8S) 12.240 80 TOTAL AREA pdrn Type 1124 -hr Bk -Bk 100 yr Rainfall=7.36" x 2 Prepared by Alliant Engineering Printed 6/16/2015 Summary for Subcatchment 1S: R-1 Runoff = 11.94 cfs @ 36.01 hrs, Volume= 1.313 af, Depth=11.51" Runoff by SCS TR -20 method, UH=SCS, Weighted -Q, Time Span= 0.00-100.00 hrs, dt= 0.01 hrs Type II 24 -hr Bk -Bk 100 yr Rainfall=7.36" x 2 _ Area (so CN Adi Description 9,204 98 98 Unconnected pavement, HSG C 19,724 70 70 Woods, Good, HSG C 30,725 74 74 >75% Grass cover, Good HSG C 59,653 76 74 Weighted Average, UI Adjusted 50,449 Tc Length Slope Velocity Capacity Description 84.57% Pervious Area 9,204 (ft/sec) (cfs) 7.0 15.43% Impervious Area 9,204 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f /sec) (cfs) 10.0 Direct Entry, Summary for Subcatchment 2S: R-2 Runoff = 4.50 cfs @ 35.98 hrs, Volume= 0.483 af, Depth=12.68" Runoff by SCS TR -20 method, UH=SCS, Weighted -Q, Time Span= 0.00-100.00 hrs, dt= 0.01 hrs Type II 24 -hr Bk -Bk 100 yr Rainfall=7.36" x 2 Area (sf) CN Description 8,957 98 Unconnected roofs, HSG C 10,948 74 >75% Grass cover, Good HSG C 19,905 85 Weighted Average 10,948 55.00% Pervious Area 8,957 45.00% Impervious Area 8,957 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Summary for Subcatchment 4S: W-1(0) Runoff = 68.57 cfs @ 36.06 hrs, Volume= 9.031 af, Depth=11.89" Runoff by SCS TR -20 method, UH=SCS, Weighted -Q, Time Span= 0.00-100.00 hrs, dt= 0.01 hrs Type 11 24 -hr Bk -Bk 100 yr Rainfall=7.36" x 2 pdrn Type 1124 -hr Bk -Bk 100 yr Rainfall= 7.36" x 2 Prepared by Alliant Engineering Printed 6/16/2015 HydroCAD® 10.00 s/n 01427 © 2013 HydroCAD Software Solutions LLC Paoe 4 Area (sf) CN Description 162,566 70 Woods, Good, HSG C 72,397 98 Water Surface, HSG C 37,549 98 Impervious 120,661 74 >75% Grass cover, Good, HSG C 3,877 96 Gravel surface HSG C 397,050 79 Weighted Average 287,104 72.31 % Pervious Area 109,946 27.69% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Summary for Subcatchment 7S: RW -2 Runoff = 3.67 cfs @ 35.96 hrs, Volume= 0.385 af, Depth=13.43" Runoff by SCS TR -20 method, UH=SCS, Weighted -Q, Time Span= 0.00-100.00 hrs, dt= 0.01 hrs Type II 24 -hr Bk -Bk 100 yr Rainfall=7.36" x 2 Area (so CN Description 10,188 98 Paved roads w/curbs & sewers, HSG C 4.811 74 >75% Grass cover. Good. HSG C 14,999 90 Weighted Average 4,811 32.08% Pervious Area 10,188 67.92% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Summary for Subcatchment 8S: RW -1 Runoff = 5.01 cfs @ 35.98 hrs, Volume= 0.528 af, Depth=12.44" Runoff by SCS TR -20 method, UH=SCS, Weighted -Q, Time Span= 0.00-100.00 hrs, dt= 0.01 hrs Type II 24 -hr Bk -Bk 100 yr Rainfall=7.36" x 2 Area (sf) CN Description 11,808 92 Paved roads w/open ditches, 50% imp, HSG C 3,988 70 Woods, Good, HSG C 6,411 74 >75% Grass cover, Good HSG C 22,207 83 Weighted Average 16,303 73.41 % Pervious Area 5,904 26.59% Impervious Area pdrn Type// 24 -hr Bk -Bk 100 yr Rainfall=7.36" x 2 Prepared by Alliant Engineering Printed 6/16/2015 HydroCAD010.00 s/n 01427 @2013 HydroCAD Software Solutions LLC Paae 5 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Summary for Subcatchment 9S: O Runoff = 5.56 cfs @ 35.90 hrs, Volume= 0.536 af, Depth=14.48" Runoff by SCS TR -20 method, UH=SCS, Weighted -Q, Time Span= 0.00-100.00 hrs, dt= 0.01 hrs Type II 24 -hr Bk -Bk 100 yr Rainfall=7.36" x 2 Area (sf) CN Description 19,342 98 Water Surface, HSG C 19,342 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.0 Direct Entry, Summary for Pond 3P: W-1 Inflow Area = 12.240 ac, 30.67% Impervious, Inflow Depth = 11.98" for Bk -Bk 100 yr event Inflow = 88.93 cfs @ 36.03 hrs, Volume= 12.223 of Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 100%, Lag= 0.0 min Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 0.00-100.00 hrs, dt= 0.01 hrs Starting Elev= 999.00' Surf.Area= 92,936 sf Storage= 220,377 cf Peak Elev= 1,003.06' @ 48.84 hrs Surf.Area= 168,295 sf Storage= 752,784 cf (532,408 cf above start) Plug -Flow detention time= (not calculated: initial storage exceeds outflow) Center -of -Mass det. time= (not calculated: no outflow) Volume Invert Avail.Storage Storage Description #1 996.00' 1,506,240 cf Custom Stage Data (Irregular)Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (feet) (cubic -feet) (cubic -feet) (sq -ft) 996.00 55,574 937.1 0 0 55,574 1,000.00 107,513 2,029.6 320,513 320,513 313,562 1,002.00 155,414 1,946.5 261,460 581,973 340,155 1,004.00 180,253 1,931.4 335,360 917,333 346,217 1,006.00 202,937 1,997.4 382,966 1,300,299 367,222 1,007.00 208,958 2,016.1 205,940 1,506,240 373,523 Device Routing Invert Outlet Devices #1 Primary 1,006.00' 123.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s) rimary OutFlow Max=0.00 cfs @ 0.00 hrs HW=999.00' (Free Discharge) 1=Sharp-Crested Rectangular Weir( Controls 0.00 cfs) pdrn Type 1124 -hr Bk -Bk 100 yr Rainfall= 7.36 " x 2 Prepared by Alliant Engineering Printed 6/16/2015 HydroCAD@ 10.00 s/n 01427 02013 HydroCAD Software Solutions LLC Page 6 Summary for Pond 7P: Storage Pipe Inflow Area = 0.801 ac, 54.85% Impervious, Inflow Depth = 13.00" for Bk -Bk 100 yr event Inflow = 8.09 cfs @ 35.97 hrs, Volume= 0.868 of Outflow = 8.03 cfs @ 35.97 hrs, Volume= 0.834 af, Atten= 1 %, Lag= 0.5 min Discarded = 0.00 cfs @ 2.87 hrs, Volume= 0.020 of Primary = 8.03 cfs @ 35.97 hrs, Volume= 0.814 of Routing by Stor-Ind method, Time Span= 0.00-100.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 1,021.92' @ 35.97 hrs Surf.Area= 528 sf Storage= 2,151 cf Plug -Flow detention time= 145.7 min calculated for 0.834 of (96% of inflow) Center -of -Mass det. time= 97.6 min ( 1,629.0 - 1,531.4 ) Volume Invert Avail.Storage Storage Description #1 1,015.00' 1,257 cf 48.0" Round Pipe Storage Inside #2 L= 100.0' S= 0.0020 T #2 1,014.50' 328 cf 5.00'W x 100.001 x 4.70'H Rock Bedding 2,350 cf Overall - 1,257 cf Embedded = 1,093 cf x 30.0% Voids #3 1,012.00' 457 cf 6.00'D x 16.18'H MH 2 -Impervious #4 1,011.80' 317 cf 6.00'D x 11.20'H OCS 3 2,359 cf Total Available Storage Device Routing Invert Outlet Devices #1 Primary 1,002.40' 12.0" Round Culvert L= 42.0' RCP, rounded edge headwall, Ke= 0.100 Inlet/ Outlet Invert= 1,002.40'/ 1,001.98' S= 0.0100 T Cc= 0.900 n= 0.013, Flow Area= 0.79 sf #2 Device 1 1,019.00' 12.0" Round Culvert L= 44.2' RCP, rounded edge headwall, Ke= 0.100 Inlet / Outlet Invert= 1,019.00'/ 1,007.07' S= 0.2699 T Cc= 0.900 n=0.013, Flow Area= 0.79 sf #3 Discarded 1,011.80' 0.200 in/hr Exfiltration over Surface area Phase -In= 0.01' 4rded OutFlow Max=0.00 cfs @ 2.87 hrs HW=1,014.50' (Free Discharge) tExfiltration (Exfiltration Controls 0.00 cfs) nmary OutFlow Max=8.01 cfs @ 35.97 hrs HW=1,021.91' (Free Discharge) 1t=Culvert (Passes 8.01 cfs of 17.63 cfs potential flow) -12=Culvert (Inlet Controls 8.01 cfs @ 10.20 fps) Summary for Link 6L: TOTAL Inflow Area = 12.240 ac, 30.67% Impervious, Inflow Depth = 0.00" for Bk -Bk 100 yr event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-100.00 hrs, dt= 0.01 hrs Precipitation Frequency Data Server M Page I of 3 NOAA Atlas 14, Volume 8, Version 2 Location name: Excelsior, Minnesota, US' Latitude: 44.8949°, Longitude: -93.5599° 11 Elevation: 1065 W sauma. Gooses Maps POINT PRECIPITATION FREQUENCY ESTIMATES Santa Panes. Deborsh Martin. Sancta Pa.. Muni east Michael St. Laurent Dad Try,luk, Dale Unruh, MiUael Yenta. Gealrery 9onnin NOAH, Ni lgiul N@smer Service, Silver Spring, Maryland PF tabular I PF graphical I Maps 8 aerials PF tabular PDS -based point precipitation frequency estimates with 90% confidence intervals (in inches)' recurrence interval (years) DurationAverage 1 0000000 2 0 5 0 10 25 50 0 100 200 500 7000 0.355 0.421 0.535 0.635 0.781 0.900 1.02 1.76 7.34 1.48 5 -min (02]5-0.459 (0.326-0.545) (0413-0694) (0488-0.82] (0.583-1.05 (0.656-1.22) (0.722-1.41) (0782-1.62) (0.872-1.92 (0.940-2.14) 0.520 0.677 0.784 0.930 1.14 1.32 7.50 7.69 7.96 2.17 10 -min (0.403-06]2 (04T7-0.798 1 (0605102)11(0 714-121) (0856-1-54 (0960-1.78 (1.05-2.07) (115-2.38) 11 (1.28-2.81) 1 (1.38-3.13) 0.634 0.752 1 0.956 1 1.14 1.40 1.67 1.83 2.06 2.19 2.65 15 -min (0491-0.820 (0582-0-973 (0738-124) (0871-148) (1A4-16]) (1.17-218) (129-2.52) (140-290)11(1 56-3 42) (168-382) 0.892 1.06 1.36 7.62 2.00 2.31 2.63 2.97 3.45 3.83 30 -min (0691-115) (0824-138) (1.05177) (124-211) (149-2.69) 1(168-313)L(185-363)1(20-418) (225-494) (242-5.52) 1'16 7.38 -178--17-2.14 2.69 3.76 3.66 4.21 4.99 5.62 60 -min E� (0.699-150) (107-179) (13]-2.30) 1 (1.64-278) (2.02-365) (231-4.30)11(2 59-5,07) (266-594) (3287.17) (3.56-811) 7.43 1.69 2.19 2.66 3.38 4.01 4.69 5.46 8.51 7.42 2 -hr (1.12-1.83) (133-21]) (171-2.81)11(206-342) (2.58-456) (297-542) (336-646) 1 (374-763) (432-933)11(4]5-106) 1.59 7.88 2.43 2.97 3.83 4.58 5.41 6.34 7.69 8.80 3 -hr (1.26-202) (1.48-239) (191-3.10) (2.32-3.80) (2.95-5.16) (342-6.18) (3.91-7.43) (4.39-8.86) (5.12-10.9) (5.67-12.5) 1'88 2.20 2.86 3.48 4.50 5.47 6.43 7.56 9.23 70.6 6 -hr (150-235) (1.75-27]) (2.26-3.58) (2.75-4.391 (352-6 W) (410-7.25) (470-8 ]5) (530-10.5) (622-13.0) Its.92-15.0) 2.13 2.52 3.26 3.96 5.04 5.97 6.99 8.12 9.74 11.1 12 -hr (1.72-264) 17.03-314) (262-406) (3.18494) 1398661) (456-7.87) (5.15938) (574-111 ) (862-136 I ( 7.29-155 1 2.50 2.87 3.58 4.26 5.35 6.31 7.36 8.51 10.2 tt.fi 24 -hr (2043-06) (234-3.52) (291-4.40) (3.45-526) (426-696) (48]-823) (549-979) (6.11-116)11(7,05-142) 0]6-16.1) 2.97 1.26 3.95 4.63 5.72 6.69 7.78 8.96 10.7 12.2 2 -day (240-3.53) 12.69-396) (3254.81) (3]85.65) (461-735) (523-864) (5.8810.21 (649-120) (74814,7) (828167) 3.15 3.54 4.284.99 6.71 7.09 8.17 9.37 11.1 12.5 3 -day (262-380) (294-427) (354-5.1]) (4.11-605) (494-777) 11 (558-9.08) (6.21-107) (683-125) (77815.1) (851-171) 4 -day 3.35 3.78 4.58 5.32 6.48 7.47 8.56 9.75 11.5 72.9 (7.80-401) (3.154.53) (381-5.50) (440-642) 15.258.1]) (5.90-9.50) (652-11.1) (7.13-129) (80E-155) (876-1]5) 7-0ay 3.87 (3.27-460) 4.40 (371-522) 5.33 (4.47-6.34) 6.16 (5.14-7.36) 7.40 1(6w-918)11(669 8.43 106) 9.53 (7.31-122) 10.7 (788-140) 72.4 (876-166) 13.7 (942-185) 4'39 4.97 1 5.98 6.87 8.16 9.21 10.3 11.5 13.1 14.4 10 -day (372-5.17) (4.22-5.86) (505-]W) (57)-8.15) (6.67-10.0) p.34-11.4) (7.95-13.1) (849-14.9) (9.32-17.5) (9.95-19.4) 20-0ay5.98 (5.14-6.9]) 6.70 (575-7.80) 7.88 (674-921) 8.88 (7.55-104) 10.3 (846-124 11.4 (9.15-139) 12.5 (970-156) 13.6 (102-174) 15.1 (109-199) 16.3 (114-217) 7'38 8.23 9.61 10.7 12.3 11.4 14.6 15.7 17.2 18.3 30-0ay (6.39-8.53) (7.12-9.52) (828-11.1) (9.20-125) 11(101-146)11(109-162) (114-180) (116-199) (124-224) (129-242) 45-0ay (6.00'105) (8.94-318) 2.08) (112.0 13.3 (115 15 4) 1 (125-11]8) (133-19 6) (138-216) (1428 3.6) (147-26.1) (1521'28.)) 70.7 12.1 74.7 75.7 17.7 19.2 20.5 21.7 23.2 24.2 604ay (940-122) (106-138) (123-161) (136-18.0) (14.8-20 ]) (156-22.8) (162-249) (165-2]1) (169-298) (1].2-318 J 'Precipitation frequency (PF) estimates in this rade are based an frequency analysis of partial duration series (POS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 9)% confidence interval. The probability that precipitation frequency estimates (for a given duration and average mcunence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are net cracked against probable maximum preciplation (PMP) estimates and may he higher than cumently valid PMP values. Please refer to NOAA Area 14 document fn more ii fonnabo, Back to Too PF graphical http://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat--44.8849&ion=-93.5599&data=... 6/3/2015 Precipitation Frequency Data Server 0 Page 2 of 3 Average recumnca aearvN (yarsJ — i 2 — 5 10 25 50 100 — 200 500 1000 Duration -- 54ar1 — 24ay — IOmn — 54ay 15mn — a4ay -- 00mn — 743y — 60. — 104ay — 2 1r — 20 -day — 34n LI ••- AlexmMnxe _ � 454ay, — 124, — 60 -day — 244s J rw at CMW �l w*4 . Minneapolis' _ Ifinnetppgp.0 ostpeA r Em G ace j a - Marshal '� t gmgz Mankalo Rochester vino -.a n10 ..:..... .... :.. ......: ....-...- .. .1.. Large scale terrain 0 T M T T TT E E E E E ri<rA bH a mv O v+ H Duration 0 Page 2 of 3 Average recumnca aearvN (yarsJ — i 2 — 5 10 25 50 100 — 200 500 1000 Duration -- 54ar1 — 24ay — IOmn — 54ay 15mn — a4ay -- 00mn — 743y — 60. — 104ay — 2 1r — 20 -day — 34n — 304ay ••- AlexmMnxe _ � 454ay, — 124, — 60 -day — 244s http://hdsc.nws.noaa.gov/hdsc/pfds/pfds_lrintpage.html?lat--44.8849&lon=-93.5599&data=... 6/3/2015 10 Hack t0 11 OP Average recurrence intervalyet ars)H��I�Ic Maps NOAH Atlas 14. Volume 8. Version 2 crreeate0 1G6�t1: Wed Jun 3 17.13-75 2015 Small scale terrain 1 —u MINNESOTA . ••- AlexmMnxe _ � _ a Che90anK9gr - .Nauonal FOrefl J rw at CMW �l w*4 . Minneapolis' _ Ifinnetppgp.0 ostpeA r Em G ace j B�irytan - Marshal '� t gmgz Mankalo Rochester vino -.a 0 ux Fall^, 0 C� Large scale terrain http://hdsc.nws.noaa.gov/hdsc/pfds/pfds_lrintpage.html?lat--44.8849&lon=-93.5599&data=... 6/3/2015 Precipitation Frequency Data Server Page 3 of 3 cta ' h ephavm a a n Minnetonka. r Greenwood j ' 6 �L �r VA 0-1 Shwewmd 1 � � O � .uu5:=.r a, p. ' 0 Chanhassen C .. s9ct j �.�cAvxsmi,sa:�u Back to Too US Department of Commerce National Oceanic and Atmospheric Administration National Weather Service Office of Hvdrolwic Development 1325 East West Highway Silver Spring, MD 20910 Ouesbons? HDSC.QuesUms!@noaa.cov Disdaime http://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=44.8849&lon-93.5599&data=... 6/3/2015 LAKE LUCY ROAD SUBDIVISION Land Cover and Volume Management Requirement Calculation Tuesday, June 16, 2015 Type "C' Soils Assumed Existing Conditions Drainage Area Total Area Total Volume Reduction Impervious Gravel w/o RW Woods Pervious (Grass) Water PIPE 1 [ft'] [acre] [ft'] [acre] [ft'I [acre] (ft'j [acre] (ft') [acre] (ft'] [acre] LW 24701 0.567 2903 0.0671756 0 0.040 5169 0.119 14872 0.341 0 0.000 W-1 111404 2.557 12242 0.281 0 0.000 52525 1.206 27060 0.621 19578 0.449 RW -2 14999 3.125 15145 0.234 0 0.000 0 0.000 4811 0.110 0 0.000 Offsite 59654 1.369 9204 0.211 0 0.000 19724 0.453 30725 0.705 0 0.000 W-1(0) 397050 9.115 37549 0.862 3877 0.089 162566 3.732 120661 2.770 72397 1.662 12.240 Proposed Conditions Drainage Area Total Area Total Volume Reduction Imperyious RW Gravel w/o RW Woods Pervious (Grass) Water PIPE 1 [ft'] [acre] (ft'] (acre] [ft'] [acre] (ft'] [acre] [ft'] [acre] (ft'] [acre] O 19342 0.444 0 0.000 0 0.000 0 0.000 0 0.000 19342 0.444 RW -1 22207 0.510 11808 0.271 0 0.000 3988 0.092 6411 0.147 0 0.000 RW -2 14999 0.344 10188 0.234 0 0.000 0 0.000 4811 0.110 0 0.000 R-1 59654 1.369 9204 0.211 0 0.000 19724 0.453 30725 0.705 0 0.000 R-2 19905 0.457 8957 0.206 0 0.000 0 0.000 10948 0.251 0 0.000 3.125 40157 Offsite W-1(0) 397050 9.115 37549 1 0.862 1 3877 1 0.089 1 162566 1 3.732 1 120661 1 2.77D 72397 11.662 12.240 Total increased onsite impervious surface = 25012 SF Or 0.57 AC I" infiltration volume required = 2084 CF Or 0.048 AF Proposed Underground Infiltration Volume Provided (per MCWD) Proposed Enhancement of Previous Area Volume Credit (per MCWD) Area Preserved Total Volume Total Volume Reduction Basin 20358 848 fts Credit PIPE 1 1257 1 1257 Proposed Enhancement of Previous Area Volume Credit (per MCWD) Area Preserved Total Volume Reduction (t' Credit 20358 848 Volume Reduction provided = 2105 CF Exceeds Requirement STORM SEWER DESIGN WORKSHEET - POST -DEVELOPMENT CONDITIONS PROJECT NAME: GLACCUM PROPERTY PROJECT NUMBER: 150030 PREPARED BY: PLN Revisi.6-16-15 Utb1 N U IVKM FREQUENCY =10 YEARS ALLIANT ENGMERING, INC. 233 PARK AVENUE SOUTH SUITE 300 MLNNEAPOLIS, MN 55415 Rim4'L-0.605 4'MIN BUILD *MANHOLES HAVE Y DEEP SUMPS MH/CB AREA [SF] AREA [AC] IMP RUNOFF A'C TIME OF CONC. [MIN] INTENSITY Q [CFS] P. DIA. P. SLOPE P. Mat MANNING'S P. CAP. P. VELOCITY PIPE CAP. OVER FROM TO RIM Cover STR. CAST BUILD Pipe FROM TO TOTAL IMPERVIOUS INCR. CUM. % C INCH. CUM. PIPE CUM. i INCR. CUM. D[IN] S[FT/FT] n Q[CFS] MAX[FT/S] LENGTH[FT] Q[CFS] INVERT INVERT ELEV [FT] TYPE TYPE [FT] Class CB 100 MH2 36878 19776 0547 0.847 54% 058 0.487 0.487 1500 15.00 4.77 2.323 2.323 12 00200 RCP 0.013 5.04 0 6.42 36.4 02.7153 1023.00 1022.27 1027.000 2.50 24x36 R -3067-V 4.00 5 MH 2- OCS3 0 0 0.000 0.000 0% 0.20 0.000 0.000 15.00 15.00 4.77 0.000 0.000 48 0.0020 HDPE 0.011 75.92 0 6.04 100.0 075.9191 1015.00 1014.80 1028.180 8.98 72 R-1642 13.18 ADS OCS 3- CBMH 4 0 0 0.000 0.847 01% 0.20 0.000 0.000 15.00 15.00 4.77 0.000 0.000 12 0.2700 RCP 0.013 18.51 0 23.57 44.2 018.5129 1019.00 1007.07 1023.00 0 2.80 72 R-0342 12.20 5 CBMH 4 FES 5 0 0 0.000 1.693 0% 0.20 0.000 0.487 0.00 15.00 4.77 0 000 2.323 12 0,0100 RCP 0.013 3.56 0 4.54 42.0 0 L2396 1002.40 1001.98 1011.00 0 7.40 48 R-0342 8.60 5 *MANHOLES HAVE Y DEEP SUMPS BRAUN INTERTEC The Science You Build On. May 14, 2015 Mr. Tom Gonyea Estate Development Corporation 15250 Wayzata Boulevard, Suite 101 Wayzata, MN 55391 Re: Test Pit Observations Lake Lucy Road Site Lake Lucy Road and Yosemite Avenue Chanhassen, Minnesota Dear Mr. Gonyea: Braun Intertec Corporation I Phone: 952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 Minneapolis, MN 55438 Web: braunintertec.com Project B1503769 We recently completed test pit observations for a proposed 4 -lot single-family residential development in Chanhassen, Minnesota. The purpose of the test pit observations was to assist you and your design team in evaluating the subsurface soil conditions with regard to designing and constructing the new development. Site Conditions This site is mostly wooded with some open space in the boulevard area along Lake Lucy Road. The boulevard area is also about 4 to 8 feet higher than Lake Lucy Road with a high point elevation of about 1040. The northwest side of the property slopes down into a wetland at an elevation of about 1000. An existing house is also present on this site. Test Pit Observations A total of 4 shallow test pits were excavated on May 6, 2015 on the lower side of the slope on this property. The test pits were taken on the north side of the existing slope on this property. The soils observed in the test pits generally consisted of about 1 to 1 1/2 feet of organic clay topsoil followed by lean clay or sandy lean clay to the termination depths of the test pits of around 3 feet. The test pits were terminated at shallow depths to avoid disturbing the roots of the trees on this property. At this depth, the soils observed also consisted of glacially deposited soils that were judged to be stiff. We also noted several small mounds of soil on the lower part of the north -facing slope that appeared to be fill soils. The backhoe dug into these shallow mounds and it was determined that these mounds were fill soils. A A!IiOh: Estate Development Corporation Project B1503769 May 14, 2015 Page 2 Recommendations Based on the results of our test pit observations, we recommend removing the fill soils and topsoil from beneath the proposed future houses and then placing engineered fill as needed to construct the house pads. The excavations to remove poor soil should also be extended laterally at least 1 foot for each foot of fill required below the proposed house pads (1:1 oversizing). A geotechnical engineer should evaluate the suitability of the soils in the bottoms of these excavations prior to placing compacted fill. As the fill soils are placed on the future house pads, we recommend benching into the natural sloped soils to key the fill soils into the existing slopes. The benches should be at least 8 feet wide and be constructed about every 4 to 5 feet vertically. The fill soils should be placed in thin lifts with each lift compacted to a minimum of 98 percent of the standard Proctor dry density (ASTM D 698). If clayey soils are used to construct the house pads, the moisture content of the fill soils should be no less than 1 percentage point below and no more than 3 percentage points above the soils optimum moisture content. If the compacted fill soils on individual lots exceed 10 feet, we also recommend a construction delay between site grading and house construction of 3 to 6 months be implemented so that the clay fill can consolidate under its own weight. If a construction delay is not possible, some of the house pads can be constructed with imported sand fill and limiting the thickness of clay fill to 10 feet or less. If the house pads are constructed as recommended, it is our opinion that the natural clayey soils as well as the compacted fill soils should be suitable to support the proposed houses using typical spread footing foundations sized for a maximum net allowable soil bearing pressure of up to 2,000 pounds per square foot (psf). Construction Observations and Testing As the house pads are being prepared, we recommend that a geotechnical engineer be present to observe the suitability of the soils to support the additional fill and house loads. Compaction testing should also be completed on the fill soils used to construct the house pads. BRAUN INTERTEC Estate Development Corporation Project B1503769 May 14, 2015 Page 3 Remarks In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. If you have any questions about this report, please contact Henry Vloo at 952.995.2238 or hvloo@braunintertec.com. Sincerely, BRAUN INTERTEC CORPORATION Professional Certification: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Henry Vloo, PE �"�••• Associate Principal —Senior EngineE'7 HENRY VLOO, License Number: 21140^' r. ssS 21140 May 13, 20152015 �o c /" V A— Ray A. Huber, PE Vice President — Principal Engineer Attachments: Sketch of Test Pit Locations c: Mr. Mark Rausch; Alliant Engineering BRAUN INTERTEC Z xEOF 1013 N 1� 5 FLLT Q LAKE LUCY 14 M'ROPMA7 4ncn770u op rr'er p17- GLACCUM PROPERTY CHANHASSEN, MINNESOTA 0V110rR BLOCK I r 1 1 1 I Ilyai I 3 VICINITY MAP Hor'r05cn5x SHEET INDEX NO. COVER SHEET I EXISTINO CONDMONS SURVEY 3 PRELIMINARY PLAT 5 SM PLAN 4 GRADING AND DRAINAGE PLAN 5 F.ROSIONANDSEDIIV, CONTROLPLAN 6 1!ROSION AND 9P..DIMENTCONTROLNMSANODP.TAILS 7 UTILITY PLAN S TRRP CANOPY COVERAGE PLAN 9 TREE DRTNTORY AND PRF.SF.RVArON PLAN 10 LANDSCAPE AND RITORFSTATION PLAN II LANDSCAPE DETAILS 13 CITY OFCHANHASSEN RECEIVED JUN 16 2015 CHANHASSEN PUNNING DEPT DEVELOPER ESTATE DEVELOPMENT CORPORATION 15350 WAYZATA BOULEVARD SUITE IBI WAYZATA, MN 55591 PH: 613.9900666 CONTACT: TOM GONS'EA EM: rom anlenbmn.°am CONSULTANT AL ,1ANT ENGINEERING, 09C. 355 PARK AVENUE SORTIE SHITE 500 MINNEAPOLIS, MN 55015 PH: 612-739-3050 FX:615-05&3099 ENGINEER MARK RAUSCH LICENSE NO. 43450 R1: mnv.<I1WLIlisnuinc.wm SURVEYOR DENNISR, OLMSTEAD LICENSENO. IM35 EM: JOImRtl®elllmFln<.edn 6 LANDSCAPE ARCHITECT MARK KRONBF.CK LICENSE NO. 36333 EM: mk Wk(ia,Irenl-iEm.. R 0ONLA� 1 0.Y ` 0o\`A ULSION P`NO1 v5°'E EDC Is'[su 1 w.SVYATA 1N1.EVNW 0 Minneep°Ili, MN SSCtS 61215 3080ww' 613.3563099... ALLIANT waw.eluen4.m<.<dp ...�.......� '^M GLACCUM PROPERTY —..— PRELIMINARY PLAT AND REZONING SUBMITTAL I coven aaeaT SCANNED I SHEET Io513 I I I I FO PiYEN ONLY PRELIMINARY NOT FO O TRWT" L LEGAL DESCNIPTIGN nomasM tim�wwa aMW�'m. u�i- e-�mri.�imesuauor✓nw a�waawtoa�ww� wumr�iewrwr NOTES- r-m«ii.�..m.ew�'aar�� LEGEND e qtQ O s � nwv I I I I I I I I I I I I I I I I N, 1,4 • N se. x, nu, Rxo N a » m / F DC I` nieh Ave 5. SIN 3W y M ry pia nw L/ Mnn Ne 11,, VIN 5W5 IWmiow. IUtwwnrcrrumuLv'vnxn fil].]583089 uw �wor 6„'!583699 u. R.pcawrtw wnv wrn,Mn,:AA.xI ALLIANT mem.�cmm ...INRI.,-I omi rfPn .n.i.aa.�aa R,— .u— 3 f �\YM�NP'o �S,PUGZrO / P Oi POP G N J-117 -Jwl�a l .xa... LEGEND: rvxmrr ux WT ux x vA. sxxI1P urE mxl xne x.MIR .10 M{IrY Er4Ypi IN iN-0MI YIWxEYi GLACCUM PROPERTY PRELIMINARY PLAT AND REZONING I PRELIMINARY PLAT SUBMITTAL SMT 3 OF Ix i I I I I I I I --J 1 -------- -----� SM PLAN DATA TO nunssu uxxw .; xom n xun 01 «. .m IT'. wog 1 WETLAND BUFFER DATA ao�ax cess ® xo waaaervan. mN sols .121] .30.0 ✓.w s1T]s9.]059 ..a ALLIANT vuunuuu :z":� T.�,"",":.M... x_.�.j e'•w rvx, wtm ttvuuf e.aa .nrtf +nn mrwrt x[.M PI.[x fM' N[) IM. nttHE4 x ttxYMlrr.X dRmnl xrono tm».K{ o.x. m w mot.mry emus .a urvas IslrcnwN orvm. Lr umnn w.r � I. LTIT Too,, arn wo Tor .owu�w Lo. Toon TO nunssu uxxw .; xom n xun 01 «. .m IT'. wog 1 WETLAND BUFFER DATA ao�ax cess ® xo waaaervan. mN sols .121] .30.0 ✓.w s1T]s9.]059 ..a ALLIANT vuunuuu :z":� T.�,"",":.M... x_.�.j e'•w rvx, R.. m'.� .e GLACCUM PROPERTY xrono tm».K{ -xv�. TYPICAL LOT DETAIL ..,TO <. LEGEND: re.ra»rvm �mamr LOT DATA TABLE vfflmMglYRm— IM. Or. • 4Nvw.BL�x .. L°r W) m . nun Irl s I v: ne To' 1 • xsx uwu�urcortaHausjior ITT an a Nw.asso oxumuw. acruurcuxs •• lo. '� 015 ramwnu � s1x¢r se:rlcx EDC e10.1m wn"ri aolM.VnaO oA. uxm.el nI.T rxnxemla mx.mwl ® xo waaaervan. mN sols .121] .30.0 ✓.w s1T]s9.]059 ..a ALLIANT vuunuuu :z":� T.�,"",":.M... x_.�.j e'•w rvx, R.. m'.� .e GLACCUM PROPERTY PRELIMINARY PLAT AND REZONING SUBMITTAL IslrcnwN � 2 SMn /of if I I II � 111 u / I i i I / •I m0v.a I..a a.a0 3.00 iw. GRADING PROFILE DEVELOPER: r� . 2MPark AwS.S 3O Mnnenpoh M'55415 MIS 8.3080 — AL.L.IAIVT Ba)58.3W9. ........ W67, GRADING LEGEND: GLACCUM PROPERTYop1M I .. .. 1070rvE.ao PRELIMINARY PLAT AND REZONING SUBMITTAL IC0.A .A. A A �e.ud 1070 ...,... iF F11060 O qp 1060 1 � �- 1 1050 rmlw .wwx 1050 r 1040 �M.0 PM xc.m[o vm dmm.' — AW.-vwn ^ 1040 N N MLL YMnM TR[ ,NRCMw W3 wwm�- lOdOu 6'W nMml k' � .:. � .•' M�OYw F y Mnrsxn aomur n0dn�c _ - K 1030 - �tatlk 1030 z � I .rtz 1 I— m 1020 Par P, 1020 1010 1010 1000. ar ParalWaaft v 1000 e wm ew..m M. M...iM �M�w lnnda . domn I..a a.a0 3.00 iw. GRADING PROFILE DEVELOPER: r� . E, D C 2MPark AwS.S 3O Mnnenpoh M'55415 MIS 8.3080 — AL.L.IAIVT Ba)58.3W9. ........ n.�...n w nn wnn ^ ".1 ' GRADING LEGEND: GLACCUM PROPERTYop1M .. .. PRELIMINARY PLAT AND REZONING SUBMITTAL IC0.A .A. A A �e.ud ...,... LV �- x.oxddd waw I rmlw .wwx �M.0 PM xc.m[o vm dmm.' — AW.-vwn -� -� �_ Y N N MLL YMnM TR[ ,NRCMw W3 wwm�- lOdOu 6'W nMml _ICYdN �! - � .:. � .•' M�OYw Mnu uID[.Mw' ours J.W drtCmm Y Wxv'[ ® IdGWnim: w4[M � y Mnrsxn aomur n0dn�c K _ GRADING NOTES: � .M.xw,.M.md MM.n drt rt.wd Me.rtwd<d.-m Mm�Mc1..'�.w4,.M d.lmxoen. rsdAwde 1 I— Par P, ar ParalWaaft v e wm ew..m M. M...iM �M�w lnnda . domn / E��N!�NP"°M�w��MM� PI \; n -/ �T, .w.�,.�,aMd•n.�,M.......�M.xMcd.,d�w.��.,.�_ � E, D C 2MPark AwS.S 3O Mnnenpoh M'55415 MIS 8.3080 — AL.L.IAIVT Ba)58.3W9. ........ n.�...n w nn wnn ^ ".1 ' ^^ GLACCUM PROPERTYop1M .. .. PRELIMINARY PLAT AND REZONING SUBMITTAL IC0.A .A. A A �e.ud ...,... SMET Spnz 0 ACTNE SWPPP LEGEND W2 CdA1CN1... CDlll It a.P MIECRP.W .M. AWI® CONSTRUCTION SEQUENCING: .1—I AA.I..�.�®I.:�I.o. ITATITT .mm SWPPP BMP OUANTITIES (PER PLAW e ITT rz.n =,TICO FACS. C..W W AVG 9,W AC NOTE TO CONTRACTOR: �– — ► r IK I— - __. EROSION CONTROL RESPONSIBLE PARTY. oau..:a..°�iauw s'A.IT0Nrz 1m 'I n3 I _ M OIfAPVCNC mxam MN dM1AI A L L I A N T enl.m.mccom YNUNEI'T. IC I?IPpIMM .^o... i.A• /^ w.n I— ITCA— e. `I F D �` APxkA S c MIe.758.3 0. 55.15 S"lS A, N.N YfiTn xOUl.cvnxN uurixwn' 612.]se.]OEo 61.17SE30Nu. MN dM1AI A L L I A N T enl.m.mccom YNUNEI'T. IC I?IPpIMM .^o... i.A• a'r.wu..Amr v.re f u PD" k° FN �' n / pREA °" / II NUT FO" C - z.oal .ma '�Diwira..aD mi m .1 .-rn'i,---I TA. Il LEGEND: O DND oo lm .FAG. a••c •arnu.ns.oN G...e NOOTES,oID.lo ..... Ms.. MuM1:ATA E TA,=�TTKARI I GLACCUM PROPERTY PRELIMINARY PLAT AND REZONING I "NOSIUNANDSEDIMEWC SUBMITTAL 6 SHEET 5Pf12 :am_ m, War.—, s r — Lf Ll' _ �YLSA�•--- MOW.-- EROSION CONTROL GENERAL NOTES: EROSION CONTROL SCNEOOLE: Txv. q !m r _ v PRE \y .r 8 �M� CONTROL PRACTICE& r m'iacaFr`S':nowm RNAI. eSTTABIUZATIOM Or 4 MTV w.....� ..'.�°"'".+..n..i. EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: POLL ON PREVENTION MANAGENIMMEASORES: ate` 'o "I Nb�FOP ` Ejmm=mz E Tl ll Cl NT6wUrrnrn xoiaevaNn nY9XLe.NNaaR1 YNONCIn1y XTaM ® hAwSSb]W 11 Pa Mlnr�eaWb.M �56aH 60T563n60 6x3.)563P]9.0 ALLIANT «w..eelemau.rom INIIYIIIItY ^�'•".wv,ww wnu. r "••n'"• ,1urx,�. ggS{4v9. GLACCUM PROPERTY PRELIMINARY PLAT AND REZONING SAaNiONANoxeolm6m'mrcraul. ..n». °'°`'"'"'" e.A / SUBMITTAL nnr Ri'-TFiY.➢i � nn� 3sas- v= w. a'P.;'vRrrunaxawB•� wnANa ® a enl am Ejmm=mz E Tl ll Cl NT6wUrrnrn xoiaevaNn nY9XLe.NNaaR1 YNONCIn1y XTaM ® hAwSSb]W 11 Pa Mlnr�eaWb.M �56aH 60T563n60 6x3.)563P]9.0 ALLIANT «w..eelemau.rom INIIYIIIItY ^�'•".wv,ww wnu. r "••n'"• GLACCUM PROPERTY PRELIMINARY PLAT AND REZONING SAaNiONANoxeolm6m'mrcraul. ..n». °'°`'"'"'" SUBMITTAL I N=ANn DRUMS Ri'-TFiY.➢i � nn� 7 SMAIT Toni •••� WLTIAND OUTLOT A ry STOFM SEWER NOTED eeo: 1- Ie Mn.. u��. w.xue.rom a iaaw+rimal�"w a m nrx .'. arow awn //�� Au nmw noa race awE mwr wM nn arc _ _/_' wu�n xvn��wuuwnxwwb aare wxnw x wrelnxc[ �' •. �u.m ewu "mvx w umr �� wwwm m.¢ L.EOBDI — _ — — — _ _ — — �—� w.ve® annRr.w I I N N rlelaso w�iwRwe a � xmwa �M wwl r�W SIWIw µ ms u aww bn omxo noel waw[ IR b W nnwe (nq @L. U1LM NOTE% wx¢wil iv "wnra x�`.w4mx°Jd� w .amvw. �w.w w¢w. v.w wo,o wn.xa m�uEw :"•gym n'r"x eO1 SOu s.w ue wiww ww rlmx wnw w vnn. nw. aux rtr no-.. vw¢ wwr wn m nn w muwww vlmnmc r1oNRa "�"unm"Nnvr0M1"04 n iwwtnor wlwl we war. wnww ro a rr Duarte mean r/Emur a -.un wenw M.m � eounb wo ww en. a iwnum ww rru r.r w wa. .a. a vawm. r/�ew.. nw.rerR n.. e —ID Aa •e-1 " °O1°' RenNa ..wom .w.. R."aaw. r A O •,a A— w I' cow r.mlo wwc n.mE� o _ � 8 O rw�vl�roY er�ior�m i�av ® r�m mepq °r / Q av nnu ru ®vv 48r F'ff TM hDM UNDEROROUFD STORAGE DETAIL i Y �I / FOF GENE `N PR, PS]f��p�M8t11\IC \ SAWARY SEWER SCFEOULB ^ ..M GLACCUM PROPERTY 1e'ae — — v crn ' 4 t c uiu v n WEIv wwgE irtrµe 1 I 1 �� (. �M IAEBp YR 1 1 emRAa�Ar 1 I rarwA roa 1 1 l xQ b I 1 i ) ` �'i� I I ��� � i• `8N1 i STORM SEWEH 9229m= W) lry a •obty AnwlMl vm xxaa • r .. nl.Nl n�rr.%1 ew rrox ro w heti. mPrl wear wn Irrl nn wr weu pll 2YIr I 1 • e ¢ •. it erym ar ¢e arm ww mma A Awa imis b��mN r4 a Ymt u f 8r AKE LUCY ROAD1 '\ gee a oxaryoxAE ewE�� L.EOBDI — _ — — — _ _ — — �—� w.ve® annRr.w I I N N rlelaso w�iwRwe a � xmwa �M wwl r�W SIWIw µ ms u aww bn omxo noel waw[ IR b W nnwe (nq @L. U1LM NOTE% wx¢wil iv "wnra x�`.w4mx°Jd� w .amvw. �w.w w¢w. v.w wo,o wn.xa m�uEw :"•gym n'r"x eO1 SOu s.w ue wiww ww rlmx wnw w vnn. nw. aux rtr no-.. vw¢ wwr wn m nn w muwww vlmnmc r1oNRa "�"unm"Nnvr0M1"04 n iwwtnor wlwl we war. wnww ro a rr Duarte mean r/Emur a -.un wenw M.m � eounb wo ww en. a iwnum ww rru r.r w wa. .a. a vawm. r/�ew.. nw.rerR n.. e —ID Aa •e-1 " °O1°' RenNa ..wom .w.. R."aaw. r A O •,a A— w I' cow r.mlo wwc n.mE� o _ � 8 O rw�vl�roY er�ior�m i�av ® r�m mepq °r / Q av nnu ru ®vv 48r F'ff TM hDM UNDEROROUFD STORAGE DETAIL i Y �I / FOF GENE `N PR, PS]f��p�M8t11\IC \ SAWARY SEWER SCFEOULB ^ ..M GLACCUM PROPERTY 1e'ae — — v crn PRELIMINARY PLAT AND REZONING SUBMITTAL RTONM ReNT:e ANN VIT.ITY %.AN t c uiu v n WEIv wwgE irtrµe STORM SEWEH 9229m= lry •obty AnwlMl vm xxaa • r .. nl.Nl n�rr.%1 ew rrox ro w heti. mPrl wear wn Irrl nn wr weu pll 2YIr Iaf • e ¢ •. it erym ar ¢e arm ww mma A Awa imis b��mN r4 a Ymt u f EDC awwAxuTAewuvAxn p urre lnl w^va.*n.MNwel YMONRIRInOwmM „n<rR551e1,55r150N Minnce MN GI$.1583083080 xvl 6rz153091.. ALLIANT w,w.rmen..xeean �.rxr. rix• eroemiu.wrrw umw m ®mr.. ^ ..M GLACCUM PROPERTY 1e'ae — — v crn PRELIMINARY PLAT AND REZONING SUBMITTAL RTONM ReNT:e ANN VIT.ITY %.AN in .mma 8 SN T W12 PROPOSED CANOPY COVER VD LEGEND PEV�W P� iP �4\M\NTPMG,�P 0 MNM»c �.rn.e �M„a pOP p,Gm[9 CYVY M VD 2119111 dw551 00 _ C MmeeWl f MN 55,315 — 6Q]SB3080 19Rr — I Mw WaVGTA b6LNARp AT.I MNMtPI 612,758 30” www. AenIM ALL® T,,.—^µ— _ MbXp IPInIAMMNII GLACCUM PROPERTY L PRELIMINARY PLAT AND REZONING TRR"CANOPVCMERAG6 SUBMITTAL I SHCLT 9 O 13 as°�`�vly i - LAKE LUCY ROAD GLACCUM PROPERTY [NVEYN6Y.\NOP6PSER\'XTUVPLAN PRELIMINARY PLAT AND REZONING •'•'"""”`""•"• °`O`fl`"- vu LEGEND SUBMITTAL 3f m f K 1 [mwc ma ro i.mux nn[mc m[[ ro c nnwro / a ..... wu[[� cnm Umnl ., MT �-------- o „M )I... ou IN - w_ - � m.. TREE PRESERVATION NOTES: w — Po / o P(��\`�\N N EDC Iuu wePur,xwl.meen wei>wia,MNmvm PXONBIflI[IBMMM ® P„flAx•551.300 Mme ,I.I.,. W 55415 61] )583060 x.w 612,758oaee .m ALLIANT mxw.,i[nm+rceom ,xxix,,.ix, "aw GLACCUM PROPERTY [NVEYN6Y.\NOP6PSER\'XTUVPLAN PRELIMINARY PLAT AND REZONING •'•'"""”`""•"• °`O`fl`"- vu SUBMITTAL ITAEE ^ uau SHEEP IOd 12 LANDSCAPE SCHEDULE a]' IIUM YJfM'MO B q CT LppL e.m g: I �. ® <..=.=1.3� MMMOPOIb, MN 5N15 fi2]SD3080 xw case aoss ... ALLIANT ,.,,,x..N.M..K.�.m .......I.. �N,°WY��Yf�Y• ___� x' �� ��� � urk GLACCUM PROPERTY °."`.`"." �- PRELIMINARY PLAT AND REZONING SUBMITTAL I LANDSCAPK AND PKFOPFFI'AIION PIwN LAKE LUOV gppp 00 I MAD.000 xuicx � L_ olvmoT w 'I3 J � a]' IIUM YJfM'MO B q CT LppL e.m g: I �. EDC IMIb wAYGIA WIILKVYN PURK.M W.ILttA.MN6AYl vxMuaumxwaw ® <..=.=1.3� MMMOPOIb, MN 5N15 fi2]SD3080 xw case aoss ... ALLIANT ,.,,,x..N.M..K.�.m .......I.. �N,°WY��Yf�Y• ___� x' �� ��� � urk GLACCUM PROPERTY °."`.`"." �- PRELIMINARY PLAT AND REZONING SUBMITTAL I LANDSCAPK AND PKFOPFFI'AIION PIwN LAKE LUOV gppp 00 I MAD.000 xuicx � L_ olvmoT w 'I3 J � N .., O0 ® D EDC IMIb wAYGIA WIILKVYN PURK.M W.ILttA.MN6AYl vxMuaumxwaw ® <..=.=1.3� MMMOPOIb, MN 5N15 fi2]SD3080 xw case aoss ... ALLIANT ,.,,,x..N.M..K.�.m .......I.. �N,°WY��Yf�Y• ___� x' �� ��� � urk GLACCUM PROPERTY °."`.`"." �- PRELIMINARY PLAT AND REZONING SUBMITTAL I LANDSCAPK AND PKFOPFFI'AIION PIwN 11 SHMI I OP 13 YIOGL ' a � fo�PSE 01A 0NPtPM6ZM F D a • _�<_�" Mlnn¢0WI5.MN 5501$ in•xntiurn,�rtww ^w ^,^. ,,,_ GLACCUM PROPERTY rr_z++ewrsm main O,gf4lV14F __ .... _amB8�'. PRELIMINARY PLAT AND REZONING I LANeSCARAETAOV SUBMITTAL w,�avnGiv �� ��pr s w �hYYgg4YI •.:n .A� tlA]^• fo�PSE 01A 0NPtPM6ZM F D • _�<_�" Mlnn¢0WI5.MN 5501$ in•xntiurn,�rtww ^w ^,^. ,,,_ GLACCUM PROPERTY ixAvrnre uoumVAMI1 .9NUIT61n1 „TA MN me, PxoNlvumeowe main O,gf4lV14F __ .... _amB8�'. PRELIMINARY PLAT AND REZONING I LANeSCARAETAOV SUBMITTAL w,�avnGiv �� ��pr s w �hYYgg4YI •.:n .A� tlA]^• T MW4= 3W.""_ M'hREW"3L'1'XC+L4F' J - .,..ww,. .. � VO4v..-,r,'. ' ^F.>,"�+ViNSYkWSFa' e'dLli fo�PSE 01A 0NPtPM6ZM F D • _�<_�" Mlnn¢0WI5.MN 5501$ in•xntiurn,�rtww ^w ^,^. ,,,_ GLACCUM PROPERTY ixAvrnre uoumVAMI1 .9NUIT61n1 „TA MN me, PxoNlvumeowe main O,gf4lV14F __ .... _amB8�'. PRELIMINARY PLAT AND REZONING I LANeSCARAETAOV SUBMITTAL w,�avnGiv �� ��pr s w ff M-1 T J - .,..ww,. .. � VO4v..-,r,'. ' ^F.>,"�+ViNSYkWSFa' e'dLli fo�PSE 01A 0NPtPM6ZM F D • _�<_�" Mlnn¢0WI5.MN 5501$ in•xntiurn,�rtww ^w ^,^. ,,,_ GLACCUM PROPERTY ixAvrnre uoumVAMI1 .9NUIT61n1 „TA MN me, PxoNlvumeowe 6R.)983060.w 6127593 osv ,., ALLIANT el<mMc<w ...�....�.. O,gf4lV14F __ .... PRELIMINARY PLAT AND REZONING I LANeSCARAETAOV SUBMITTAL w,�avnGiv �� 12 SKW120r ix OUTLOT A BLOCK 1 GLACCUM PROPERTY CHANHASSEN, MINNESOTA 2 I RI N FF — 0 25 50 too SCALE IN FEET VICINITY MAP NOTTOSCALE SHEET INDEX NO. COVER SHEET PROJECT LOCATION e.n-SmoCcmELii Cay•, °�-� S � � , s. PRELIMINARY PLAT 3 SITE PLAN 4 GRADING AND DRAINAGE PLAN 5 EROSION AND SEDIMENT CONTROL PLAN 6 ro t UTILITY PLAN 8 i CN 9 vl r�1 3s LANDSCAPE AND REFORESTATION PLAN �`fra l LANDSCAPE DETAILS e'✓�� �r-w n f e !; :^✓�i�ni_ .:-feBe�: ..:aLTI• roA 'f w x.r-^`�, .�. 19 �n y CHANHASbSEN • e _ ra aro > e o 0 VICINITY MAP NOTTOSCALE SHEET INDEX NO. COVER SHEET I EXISTING CONDITIONS SURVEY 2 PRELIMINARY PLAT 3 SITE PLAN 4 GRADING AND DRAINAGE PLAN 5 EROSION AND SEDIMENT CONTROL PLAN 6 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 7 UTILITY PLAN 8 TREE CANOPY COVERAGE PLAN 9 TREE INVENTORY AND PRESERVATION PLAN 10 LANDSCAPE AND REFORESTATION PLAN I I LANDSCAPE DETAILS 12 MYOMIANHASSEN RECEIVED JUIN 16 2015 CHAWAWF(ANWNGDEPT DEVELOPER ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PH: 612-990-0666 CONTACT: TOM GONYEA EM: tom@landmn.com CONSULTANT ALLIANT ENGINEERING, INC 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 FX: 612-758-3099 1 N\lilPWI x/11 MARK RAUSCH LICENSE NO. 43480 EM: mtaoschQa affiant-inc.00m SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 18425 R EM: dolmstead@alliant-inc.com LANDSCAPE ARCHITECT VV MARK KRONBECK LICENSE NO. 26222 EM: mkronbeck@alliant-ine.com �1EW °"`PFt`l pRO�k�M�NP°t1pN` Npt �-- (` PRIME" DATE ]ssols DAIS flaDE GLACCUM PROPERTY 1 SPECFIAPED IFICATION, OS SfNRT WAS D R9Y MECl11tU AMY O GN@ O! 1 C Dbf11RA 233 Park Ave 5, Ste 300 o�EEcrsurERvrsaN.wOTNATI OxswR nrw ucu {, crtrmw¢xrs Minneapolis, MN 55415 nRAIDUL N.sc u"oEa molEcrNO Dsmn 612.758.3080 MNN TNELAwSOFT1ESTATEOF CO\'ER SHEET "�"E�" PRELIMINARY PLAT AND REZONING I 1,260 WAYZATA EouLevnRO 612.758.3099 F. jl.Y.NED SUITE 101 MAB[uOsoire QVQC REVIEW PHONE (61 MN 6539] ALL 1 A N T www.aniant-inccom SHEET 1 of 12 PHONE (612) 14N 55391 ENGINEERING GATE a>cpsEND „ GA.E-! SUBMITTAL I---------------- / ® all FOR REVIEW ONLY PRELIMINARY NOT FOR CONSTRUCTION 0 15 50 60 SCALE W FEET LEGAL DESCRIPTION fow d msoum W e west ouster of Na Nwlhnwe oaar2. T—.,1n.1 Saow. T—.,1 116 NOM, Rangz 23 West Larvr C -o', M1needa,'wo2a,a as bll.— Cwnmmulg a1 Ne aoNllwen miner d aam soumwecl Wanar Olpre NOMwest oOanei:.—oo an wala— cering d so,w 66 aryraaa 03 —ue-ae savnea Eaa1 along ma waeww.OI saitl 5oll". el cawwa ohne NOMwesl Ouanrapsmn[a o133O lO h'e11O Ne pant Ol Mginnirg.Nas NOM Oi tleg,rs E0 m11wIas 12 secvntls Eaz13a103 w,oromewwo,droneemeneslrly alae1Z olm. mNry L.1 M 0. wRAGE, be�'�.- SOMIBR we, 03 minN1 <95econtla EaslJM, oaa 1a alNeof. wll LnedsH401. Pewa3ltl AWITpN aM SWLOW PIDGE IM'rts $ouM Cl hgreea 21 minNes M sacrgs We4 AI 91 few al $W1COW MCGE atq 511400W PIfiGE 2M iIWNION lotlre SpM lire d Ne soNhnasl Wailer d No NOMnml Wvlm: Nrce NOM PB Mglem W mindes G9 ucOMB Wag 41181 b Ne pa'nlol Ceglnlmg. NOTES 1. TnN s.f.at aM fife woprh e�npBon anon nB,ein Bre owa win .mma,4.n mono tuna, �mnmmla.n la, Bae ilromlla piepareOl>r RBmd rmB. uc as NBoilg BpBmmf ow Repadk www T2B InB.laa®ernpany. COmmknenl m.15d3Bi3. 0a11.d Fe011wy i6, ZJiS. 2. Ttaf I wa few of mbe101oana Maws ara aeplowl weed al Iwwwol11wn Gopher Slow Ola, Call system kr a 'Boundary 501vay IOsaW Tna law—f.e nae pmvleN Oy a cw ..00 of...Ia maps, p.waaao parts Or ory remme.....t, may int t< a.—v.n Nwk. o. m w.o— ol, IXe,wl 3. The onerwoon of IMs la, syslwnIs oa on Tee Cafe CwJaN Colawra B Sfwawm felM CoweinYm are Carve Co., e, -.W Psr1m Ne Carve C000f. SytlAR fluid Zpe. Bl^005. 1. 1—MAR. vaoesl Cwla we fames Galea WfeM er, 2JQ a Nl A olwawf are m feet. s Theaeeaslmeaeofeoeanmetlpmpam'N683.062wOa WB la]53xaee 6 Bentt. Mafk I. TNH apprt.lmatBly 350 Net e6C o1 Voumae Rve m tle lntlf akh d IakB tory floe] IIBS Bn eleva4on.11.4. 15. E 0 0 LEGEND • ml.o wa Bo.wn a win 6 B.vvo1 >— —»— B10Bl x1n � ® E © 'LN1 T waaal p 1EgBR ❑ o pBY NC1leo W WIM M iF1O Nr. hE3 +rr U?i 0R1[ ® earma o N «x rn .Hots e oa Bxe` E 0 0 TH INE OF HE SIN - NWO=/4LOF SEC,T2, TI6,IR23 G THE I I J - 5 88°03'48"E 330.10 W 1/4 SEC. 2, THIS. R23 1 PARCELAREATABLE PARCEL AREASF AREAAC 131-11 20.096 046 Bi -1-2 16.068 037 B1-1-3 21,N7 050 Bt -1-4 21.6% ON IX OTA 19.342 044 ROW -IM RIOR 11,119 026 ROW -EXTERIOR M081 060 TOTAL 136.ID5 3.12 OUTLOTA \ o� y l 1 1 S W 5g 98 I I 1 I gg59-- g441 I 1 I 4 I -- -1 3 m BLOCK 1 li �olu I r\. 1 1 l a g+ o I I I $\ 0 1 1 Z ' 1 0bg1gi0i L=29988. R=6400,\ I � gR In 0 \ \\ \m91 I 1 I I I I I 2 j W 191 I I 1 1 I I i$ O al I 11 11 I AP L------_—_rvl'21 11.24 m ! I 110.00' — --- L � 148.2)' 3)8.2)' 48.93' LAKE LUCYROAD O 0 I N88"03'S0'W 411.61' 1 PARCELAREATABLE PARCEL AREASF AREAAC 131-11 20.096 046 Bi -1-2 16.068 037 B1-1-3 21,N7 050 Bt -1-4 21.6% ON IX OTA 19.342 044 ROW -IM RIOR 11,119 026 ROW -EXTERIOR M081 060 TOTAL 136.ID5 3.12 DB W NGE Aw vlem FA�Am(Is ue a w.vx nus II 1-5 II I I rarToscvE .w.uemrp.L 3 W N I < LEGEND: / I - ---- PROPERTY LINE LOT LINE t RIGHT OF WAY VI 0140 R� j — EASEMENT LINE SEC0 15® / / �f1G ``ION LINE M`N,'{\��'1 T---== DRAINAGE UITRITY ASEW AG co"s 1iC FOOND IRONN MMa+wENT ENT SCALE IN FEET — --- _ -_ _. — - - P' o't FOp JC�` IXEPEDZ CE0.TIFYTIIATT,THPLAµ PSR AO.I E*R TEA.M ' DATE ISSVE HATE GLACCUM PROPERTY l i, PECIFICAHOx,OigFRY[TWAS oESGxE SDE J D PREPAAE. In MF 00.UN QMY 61I$ CITISVomR 233 Park Ave S. Ste 300 " A DsOPERVIsan Axo7xen cm mlmwls AM A DUST LILT'NSFD Minneapolis, MN 55415 PRDEESs10nAL...R onDER '.eC7 xo nsmm 612.758.3080 max .IENJE soP)xEsrAlsoF PRELIMINAR\'PLAT SM \101 PATH BOULEVARD 612.758.3099 Fra "'""`�" PRELIMINARY PLAT AND REZONING WA 101 A L L I A N T xARA a"D�L PE eAxx "`VIEW PHONEMN 55391 www.alliant-inc.com SUBMITTAL SHEET 30F 12 PHONE (612) 99tr0666 E"` I N E E ° I x ` DATR ucEnse xD. er DAxE 33 EXISTING PED RAMPJ i - I 0.444 ACRES (EXCLUDES 0.006 ACRES WRHIN YOSEMRE AVE R/W) WETLAND BUFFER (20WIDE) (MEA INCLUDED IN CIXISEINATKKi EASEMENT) CONSERYADON EASEMENT AREA 0.467 ACRES YOSEMITE AVE & LAKE LUCY RD R/W DEDICATION 0.599 ACRES NET BUILDABLE AREA 1.615 ACRES PROPOSED DMELUMG UNITS 4 NET DENSITY 2.48 UMTS/NET ACRE DIETING ZONING RR - RURAL RESIDENTIAL DISTRICT PROPOSED ZONING RSF - SINGLE FAMILY RESIDENTIAL DISTRICT EXISTING LOUD USE RESOENTML LOW DENSITY PROPOSED LAND USE RESIDENTIAL LOW DENI PROPOSED MINIMUM LOT WIDTH AT FRONT SETBACK 90 IT (CUL-DE-SAC LOTS) PROPOSED MINIWM LOT WIDTH AT RIGHT OF WAY 100 R (STANDARD LOTS) II I S�wIFfRweN��pppIII111rrryyyT OLE CQG it 11 Y ' � L Y / / s ' WETLAND NOTE - FOOTPRINT MAY CHANCE AND WALLS WILL BE OUTLOT A / - \ - BUILT TO ACCOMMODATE f F ^\ \\1 ,,BOULDER muo1 RETAINING . FIKI - - - _ _ SITE PLAN DATA GROSS AREA 3.125 ACRES WFTUJIO AREA 0.444 ACRES (EXCLUDES 0.006 ACRES WRHIN YOSEMRE AVE R/W) WETLAND BUFFER (20WIDE) (MEA INCLUDED IN CIXISEINATKKi EASEMENT) CONSERYADON EASEMENT AREA 0.467 ACRES YOSEMITE AVE & LAKE LUCY RD R/W DEDICATION 0.599 ACRES NET BUILDABLE AREA 1.615 ACRES PROPOSED DMELUMG UNITS 4 NET DENSITY 2.48 UMTS/NET ACRE DIETING ZONING RR - RURAL RESIDENTIAL DISTRICT PROPOSED ZONING RSF - SINGLE FAMILY RESIDENTIAL DISTRICT EXISTING LOUD USE RESOENTML LOW DENSITY PROPOSED LAND USE RESIDENTIAL LOW DENI PROPOSED MINIMUM LOT WIDTH AT FRONT SETBACK 90 IT (CUL-DE-SAC LOTS) PROPOSED MINIWM LOT WIDTH AT RIGHT OF WAY 100 R (STANDARD LOTS) WETLAND BUFFER DATA 0 6SAMPLE FUTUREK AND B FFE 6 A SETBACK REOUIRFMFNTS / 1 1 FOOTPRINT (TYP) MANAGE 2 1 REIXIIREMENT SAABS, 1 1 4 MIN. BUFFER = 20 BUFFER SETBACK = M' O I PRONDED WET -ANO BUFFER CALCULATION f UNEAL FRIXiTAGE WERANU =285 FT I / I - - - FROYDEO BUFFER AREA (2095AVG) -5.9EWIRED BUFFER AREA 20 =5.771 V ( I I LLDING PAD z(�L NIGHT OF WAY PROYAEO L__ -_----------- LAKE BITUMINOUS MAL OF WAY -005 ANON LUCY ROAD 1 LPED HAW,/ _ — _ _ _ - B618 CA *RETURNS') 10' BITUMINOUS WAL 1 I 5 W 1 1 J i \ a Rr-w am¢. ue \ \ I \ 5 5 I I \ I \I / 01 R45,B 1 I II I S�wIFfRweN��pppIII111rrryyyT OLE CQG it 11 1 LPED HAW,/ _ — _ _ _ - B618 CA *RETURNS') 10' BITUMINOUS WAL _ _NAL W.IDpN i_ Iasxart - WRxan -9poTLt ir.rrL 9Rn1irA AID Ulam GSEIENrs ,MLSS olWwsF sNDIN wMAw TYPICAL LOT DETAIL NOT TO SCALE TIE IE _ L Y LEGEND: N I J I EASEMENT LINE WILDING SETS K PROPERTY LINE —__-__. LOT UNE ROW -K- -R- WON ETLD DELINEATION ONLY WET ' RUFTER WETV.ND BUFFER SETBACK 0 15®f��\ O CONSERVATION EASEMENT Ng1VYEM (JR OONSSRV � WEIVMD BUFFER STRIP SCALE IN FEET -. - _ ` \ `j FOR WNSERVATKKJ EASEMENT LOT DATA TABLE 70p MADE PAD, TMR M WAW AREA SETBACKS • ALLOWABLE LOCK LOT (SF) I_______ IMPERMOUS FRONT REAR (SF) 1 1 20.096 30 W 5,024 1 2 16.068 30 W 4.017 1 3 21,697 30 1 30 5.424 1 4 21.696 1 30 1 30 1 5,424 • SIDE SETBACKS, SEE TYPICAL LOT DETAIL •• 252 MAXIMUM IMPERNOUSAOT PER CITY OF CHANHASSED DEVELOPMENT REGULATIONS ••• LOT 2 HAS A 60' WADE PAD tt a R pS5' to Bxl ISI b E4 Wiv Coria b b 1/x• atn FfP N F11e S.OR 3014 AVS s'XLa' Ls: i r w •• rap.J. Sii] F 1/4'-MNxT xb0 9KB)i® A um sG poFm. DID smlwnmM s•-Yroo. zxs SaN.vTm 0v"1i °vk lx•-aGa s Agp.pl. Bs VE MNXT ]1 N.23.1 6m4p: ( m' (.5- Neo 7) 1NOTES m P1E- ai-VaY iq'v1W - fi0: ]. Yexhan i>.it qv4. I.OR 1 4.0 1 i!.vt gvptli 60, M 4.0' LppwF. plpcN w drtah•C sora. S x W. ax kI�NJ tisk. 6. 11n N`u+lrve �vv9 rv.•au =uF cG G4vC tln nv1 malxlim 7. IiW wnq pian: n vc rn�.,.:=mi evu. ..l m ee pr-{cn .ik5.aee ao ei G.'rwmip q me ero W <.. prnmci it p ay n.G.Gm,. w. mr nA. Iw i�!n�R7 ro �a+7 i�®N n^•6 kcrtl m Ui \Apt MI. 6 9 a. �I. OMA a I.. Mppa a:v mm .H. a Iiin.iE s.G pM. uu a TYPICAL RESIDENTIAL STREET SECBON ENGINEERIIY CfPARRAFl1i nM[p_ 5200 IIIM,I SUDERVFYMATDTHATI PROIFLEIFAAI GLACCUM PROPERTY E SPECIEICADON,ORNL3DERAII DATE 199UE DATE 98UE gRfPAREp BY MEOP VNOERMY OETR'Nm MM DAIS OSUE MURAL 233 Park Ave S. Ste 300 plzl"Nnoa saNANUTHATT OKAWR FMI DIDIi Lm coawms AM A DULY ULE. iSFD Minneapolis, MN 55415 .AU9.IDNALFNcwIx-A VALLEY woR>•Fen. 2l 612.758.3080 MAN '" LAWSOFTNESTATLIX SITE PLAN 15250 WAYZATA BOULEVARD 612.758.3099 FAX PRELIMINARY PLAT AND REZONING I SUITE IDI MIUX 9Au$FH. T£ QAKED REYAEW PHONE (61 ASN 6538) A L L I A N T vFrvw.allianHnccom SUBMITTAL SHEET 4 of 12 PHONE(61'2)99R0006 EMDIx EeW1MW rMTe uL'M�w m LMR 5 sq' iwrzr sFrwrx LK 5 W J a Rr-w am¢. ue 5 5 _ _NAL W.IDpN i_ Iasxart - WRxan -9poTLt ir.rrL 9Rn1irA AID Ulam GSEIENrs ,MLSS olWwsF sNDIN wMAw TYPICAL LOT DETAIL NOT TO SCALE TIE IE _ L Y LEGEND: N I J I EASEMENT LINE WILDING SETS K PROPERTY LINE —__-__. LOT UNE ROW -K- -R- WON ETLD DELINEATION ONLY WET ' RUFTER WETV.ND BUFFER SETBACK 0 15®f��\ O CONSERVATION EASEMENT Ng1VYEM (JR OONSSRV � WEIVMD BUFFER STRIP SCALE IN FEET -. - _ ` \ `j FOR WNSERVATKKJ EASEMENT LOT DATA TABLE 70p MADE PAD, TMR M WAW AREA SETBACKS • ALLOWABLE LOCK LOT (SF) I_______ IMPERMOUS FRONT REAR (SF) 1 1 20.096 30 W 5,024 1 2 16.068 30 W 4.017 1 3 21,697 30 1 30 5.424 1 4 21.696 1 30 1 30 1 5,424 • SIDE SETBACKS, SEE TYPICAL LOT DETAIL •• 252 MAXIMUM IMPERNOUSAOT PER CITY OF CHANHASSED DEVELOPMENT REGULATIONS ••• LOT 2 HAS A 60' WADE PAD tt a R pS5' to Bxl ISI b E4 Wiv Coria b b 1/x• atn FfP N F11e S.OR 3014 AVS s'XLa' Ls: i r w •• rap.J. Sii] F 1/4'-MNxT xb0 9KB)i® A um sG poFm. DID smlwnmM s•-Yroo. zxs SaN.vTm 0v"1i °vk lx•-aGa s Agp.pl. Bs VE MNXT ]1 N.23.1 6m4p: ( m' (.5- Neo 7) 1NOTES m P1E- ai-VaY iq'v1W - fi0: ]. Yexhan i>.it qv4. I.OR 1 4.0 1 i!.vt gvptli 60, M 4.0' LppwF. plpcN w drtah•C sora. S x W. ax kI�NJ tisk. 6. 11n N`u+lrve �vv9 rv.•au =uF cG G4vC tln nv1 malxlim 7. IiW wnq pian: n vc rn�.,.:=mi evu. ..l m ee pr-{cn .ik5.aee ao ei G.'rwmip q me ero W <.. prnmci it p ay n.G.Gm,. w. mr nA. Iw i�!n�R7 ro �a+7 i�®N n^•6 kcrtl m Ui \Apt MI. 6 9 a. �I. OMA a I.. Mppa a:v mm .H. a Iiin.iE s.G pM. uu a TYPICAL RESIDENTIAL STREET SECBON ENGINEERIIY CfPARRAFl1i nM[p_ 5200 IIIM,I SUDERVFYMATDTHATI PROIFLEIFAAI GLACCUM PROPERTY E SPECIEICADON,ORNL3DERAII DATE 199UE DATE 98UE gRfPAREp BY MEOP VNOERMY OETR'Nm MM DAIS OSUE MURAL 233 Park Ave S. Ste 300 plzl"Nnoa saNANUTHATT OKAWR FMI DIDIi Lm coawms AM A DULY ULE. iSFD Minneapolis, MN 55415 .AU9.IDNALFNcwIx-A VALLEY woR>•Fen. 2l 612.758.3080 MAN '" LAWSOFTNESTATLIX SITE PLAN 15250 WAYZATA BOULEVARD 612.758.3099 FAX PRELIMINARY PLAT AND REZONING I SUITE IDI MIUX 9Au$FH. T£ QAKED REYAEW PHONE (61 ASN 6538) A L L I A N T vFrvw.allianHnccom SUBMITTAL SHEET 4 of 12 PHONE(61'2)99R0006 EMDIx EeW1MW rMTe uL'M�w m LMR 1+00 2+00 3+00 GRADING PROFILE 036, HIGH PT EIEV: 1030.91 Tw 1035 Bw lO3D- -Z. PV STA:1+]T00 � 66Ex p IDT 1280 TW 1034 - 1070 ew 103a K: 20.00 LW 60.00 1070 Lu -- PROPOSED EASEMENT I t PROPERTY ONE F Ir - - SETBACK UNE a�1 ¢ �`;_ -'"Y 1060 RIGNr-0G-WAY V -_ 3 I BY Xz% BOTTOM OF WILL FUNNIER O CONBEINAIKKI EASEMENT MONUMENT 1050 DD 1050 g i GF1D2Z6 Q - GF1031.2 I .. J 1040 1 ,. _ m �- Gw ",1° 1040 L ----- A A i HER \ " � N rzzmx 1030 1030 MR,111\\ \41411 I,_: 1526 Six � ,r I..# -I ---.-- WETLAND M. a®®D/L 1a26% IA%E WC, , - - .:, V-, WETLAND BUFFER LIMITS I',low E'o"�(� (TyPl low I 1000 o 0 Jh Illi w DUTLOT A ' 16] A `. - b0 • 1 Bw 1030 �� 0 9 _1652 100 YR MX - 1000.89 100 YR BACK TO BACK Hill - -1651 w 6d as // 144EDGE OF MERANO OT 1020.9 .]� I4 _ -/,SMPLE URE -_----- - .FOOTPRINT. 15 J` 1021. TW 1036.5 BW 1030.5 ♦ 570 v � 1+00 2+00 3+00 GRADING PROFILE 036, HIGH PT EIEV: 1030.91 Tw 1035 Bw lO3D- -Z. PV STA:1+]T00 � 66Ex p IDT 1280 TW 1034 - 1070 ew 103a K: 20.00 LW 60.00 1070 Lu -- PROPOSED EASEMENT I t PROPERTY ONE F it1060 - - SETBACK UNE a�1 ¢ �`;_ -'"Y 1060 RIGNr-0G-WAY V -_ 3 I BY Xz% BOTTOM OF WILL FUNNIER O CONBEINAIKKI EASEMENT MONUMENT 1050 DD 1050 g i GF1D2Z6 Q - GF1031.2 I .. J 1040 1 ,. _ m �- Gw ",1° 1040 L ----- A A i Ira 52 � N rzzmx 1030 1030 z00% 1+00 2+00 3+00 GRADING PROFILE 036, HIGH PT EIEV: 1030.91 Tw 1035 Bw lO3D- PV STA:1+]T00 � 66Ex '♦ PV El 1030.31 TW 1034 - 1070 ew 103a K: 20.00 LW 60.00 1070 1+00 2+00 3+00 GRADING PROFILE HIGH PT EIEV: 1030.91 PV STA:1+]T00 RUNNING WAL PV El 1030.31 wn nrF 1070 21 ,-- K: 20.00 LW 60.00 1070 Y PROPOSED STORM SEWER -- PROPOSED EASEMENT I - U35TFSG CONTOUR PROPERTY ONE F it1060 - - SETBACK UNE -J ¢ �`;_ -'"Y 1060 RIGNr-0G-WAY AT 1� PROPOSED SPOT ELLYKRI MW. AN -_ 3 I BY Xz% BOTTOM OF WILL FUNNIER O CONBEINAIKKI EASEMENT MONUMENT 1050 1050 1040 ,. _ m �- Gw ",1° 1040 � N rzzmx 1030 1030 z00% Six - M. a®®D/L 1a26% IA%E WC, 1020 E'o"�(� 1010 1010 1000 1000 0 00 1+00 2+00 3+00 GRADING PROFILE DEVELOPER: DROVE O�DPME O CORPORATION iww wAYUTA 9MENAD. SUIS 101 .A TA. IiIER1 j UAL —1 ,p" IXISTNG VEGETATION UYnS ' N LAKE _ 1— -" �2.ffiA DIRECTION OF OPNNACE - - --1 O '�T�y1�a9EX s __ CONSEmiAnoN FwsEYENr , T- 4 _ _ , , , -_ w wuK OUT -;- G LUCY ROAD-----aII �E - y EVERGENLYO RFLOW ROUTING GRADING NOTES: 4 _I-!_� / /- I-' - _ _ � � - _ 1. AI$AWAY FROM PflCFO5E0 BUI!➢INGW $ AL YIXIYCRME OF 2.M. ALL SWIIFS $IVl1 IUVE A MINIMUM $LOPE OF ].NS. ` i \ LL FN@IEO dVD61W1 SLOPE 2 THE COIIIRAUGR SHIN, DEEP THE ANAGEN RoNalli FREE OF GOODS ARD FFIV ENT THE OFF-SITE TRACKING OF Sol w NODRENNIE WITH THE REWNEYENIS or THE CRY NO _ 3. NonFr GOPHER STATE ONE Pia. AT (BOD)zsa-11BE, 49 IrouRs PRIOR TO sun or Wx51mX.TION. ,_ - ♦` >\ �♦' >> `\ 11 �'- I EXISTING OMERHEAD PONEA 10 ` / ?� '— T AFL uPRowERTs TO lCIfal W11H all or twaEv55EN WrsolumioX sRMONAN spEaDrAT1DrL UTEs Goal CEO OR MOKo LINDEN _ _ � `� \ � K UCf1011 EHIRW".ES SIMl1 BE PROv10ED AT N1 GIXL ACCESS POINTS \`` ♦ ♦ 4 \ RELOCA GRd1N! - ` � ,- . � � `,♦.'`.'♦ \, Y ,' 5. RW CONSTRUCTION BTRUGDDM - _ _ _ _ _ _ _ _ ` ♦ `` \ ♦` `` i _ _ _ llAk To GEarE fmmr AMBPtro.Ea RNNN. FOR suE wweci wou o,EM s Ala rrsom REaNmvns •� ♦ i _ _ , ` - _ _ _ _ _ _ -_ T. STRIP TI PSOIL PRIOR TO ANY CONSTRUCTION. ROUSE STOGRRIE W SIZE. SICCIwLE PERIMETESS MOST BE PRO Eclm WITH S1 TT FENCE. / --__ _ _ _ _ _ _- `� ; �\� ` ♦ \4 ` `�♦♦ \ I , r , `\ • ` `\ • _ _ _ _ - _ __ _ �` `� \ \ > \ ♦ ; , I ' �� ' ,; vr ` /F i ,-: =_ -_ -- _Y __- _ __--- a FPARORRGAroG x B �ST� Amsw1MumaraGTnmAuTallExn. TTK1EEcWa�nxrRn�AAaTDO�RR SIVE RlECBmEETYREDiAMxMoNDRAINAGE il +aro%aIaMDrsE wRLSwLLIRSEEr.EwnTlouAorL FIBER AmAERxREsDBIuYAmENKn orPTwEaTnamoosoCArnTUuMvaAnFPsVRRwuaMm:ARIeeomEIuDwvsIEn YsmAvLmEL vxaGeMETHOD nPo.EDRYx(IDnSPYWRGa raATnImTxeXDTMloEIExxscww. m ) oBEmwED oANOF a Taill • ♦ J. �\♦♦��♦ ` ♦ \ \ + 1„I +i' , , r I EV1E _ _ fD. TIE AD oa, AD, MTH oR so, o M,RW THBRIe wws NE D suammwnas ro war HD,. REWEEYENIs. E DEWATERwc s rEawEn WIaxG WrnTRuenon. eanwclaR \ .\ � �_ `` _ _ _ _, `\♦.\ 4 1 \ \t ♦♦ tt \\\\ \ 55 `. �♦ \\ \\ 5♦ ♦ / ,i ' ” - ��.. - _. , / I � iFOp F MSN �` aN - sTauw OONSIILT wTH FROMN coxraW nlsPEcroR aro ENaNEER ro DETvuINE IPPINFIMTE ulTlroo. _ - - _ : ♦ ` \ \ l `♦ \\ \ ; \> \t \\ \ 5\ \\ ♦♦ �♦ , i ' 1auGti - 11. RETEN TO sarelwAm+ RocunoN PRerrrOm PLAN (SwPPP) FDR AL FRaSwN A✓D sEwEHr canna onlcE uxMFRM. DE�ai MDIFB ARD Gur oc uaLG coMc ETE ,Asulrt 0 tYi, `30 _ _ Bli `. ' \5:11;\ ♦ \ �\S\ ♦ \ ♦♦ \♦ •FRy , . / i , 0pt•15S - - - STATION RST1NInlors T 1 1 ` \ ♦ \ \ ` >> ♦ \`s , / r \ 'Folk Iz vIETUXD BUFFER MWUMENT SIGHS SMALL BE IISFAIFD AT EACH FORT MHERE A Im ONE NERSECTS wrtH THE IwnARD BUFFER. S SCALE IN FEET itjo - 13aNnNG ARE RECORDEDOAL REAAWAs . FEET A aw OPENER nTHE Wvw1 BE DESIEo BA STRUCTURAL rRPAE3RWoEsw REWeE➢ Am , IaPRoED BY THE m PRIOR To %srAUATTW. 14. A 3 FOOT SAFEn "UNG 6 REWIRED ATOP NL Wi 4 FORD TAU- OR GREATER nI TTHIS ZINC PRQIE17FTl NATE ISSUE BATE ]BRUTE E ,.F1NCgTip 1MR .R.Mr MSP¢ ] IFIAREO BY ME OR UNOFA MY OFSbNFE 4115 CITT SVB>IItTAL D �� 233 Park Ave 5.S1e300 AMAOHLI LICENSED DIIIATI awN AIAI> aQE�as GLACCUM PROPERTY 5 AMA WLY FTHESTA Minneapolis, MN 55415 PROFESSIONALENGo+EEA UXOER PRaECTw TI. 612.758.3080 F. THE LAw60F rlR srnTe or GRADING AND DRAINAGE PIAN 16250 WAY7ATA BOULEVARD 612.758.3099 FAx " PRELIMINARY PLAT AND REZONING I WAYZ 101 PARR PAUBCMPE QAIQCREVIEw' PHONE (61 MN 55391 ALL 1 A N T www.allianl-incmm SHEET 5 of 12 PHONE (612)99P0666 ENYINEEEIN• MTE EEFMYIO BY M -TE SUBMITTAL GRADING LEGEND: anx PNN¢ NNu Wena RUNNING WAL wn nrF ■ • PROPOSED CATCH BASINS 21 ,-- m Y PROPOSED STORM SEWER -- PROPOSED EASEMENT I - U35TFSG CONTOUR PROPERTY ONE F —711 PROPOSED CONTOUR - - SETBACK UNE -J LOT UNE RIGNr-0G-WAY AT 1� PROPOSED SPOT ELLYKRI MW. AN ----------- TREE PROTECTION UMTS _ Or KK% TOP OF WP11 ELEVATON BY Xz% BOTTOM OF WILL FUNNIER O CONBEINAIKKI EASEMENT MONUMENT DEVELOPER: DROVE O�DPME O CORPORATION iww wAYUTA 9MENAD. SUIS 101 .A TA. IiIER1 j UAL —1 ,p" IXISTNG VEGETATION UYnS ' N LAKE _ 1— -" �2.ffiA DIRECTION OF OPNNACE - - --1 O '�T�y1�a9EX s __ CONSEmiAnoN FwsEYENr , T- 4 _ _ , , , -_ w wuK OUT -;- G LUCY ROAD-----aII �E - y EVERGENLYO RFLOW ROUTING GRADING NOTES: 4 _I-!_� / /- I-' - _ _ � � - _ 1. AI$AWAY FROM PflCFO5E0 BUI!➢INGW $ AL YIXIYCRME OF 2.M. ALL SWIIFS $IVl1 IUVE A MINIMUM $LOPE OF ].NS. ` i \ LL FN@IEO dVD61W1 SLOPE 2 THE COIIIRAUGR SHIN, DEEP THE ANAGEN RoNalli FREE OF GOODS ARD FFIV ENT THE OFF-SITE TRACKING OF Sol w NODRENNIE WITH THE REWNEYENIS or THE CRY NO _ 3. NonFr GOPHER STATE ONE Pia. AT (BOD)zsa-11BE, 49 IrouRs PRIOR TO sun or Wx51mX.TION. ,_ - ♦` >\ �♦' >> `\ 11 �'- I EXISTING OMERHEAD PONEA 10 ` / ?� '— T AFL uPRowERTs TO lCIfal W11H all or twaEv55EN WrsolumioX sRMONAN spEaDrAT1DrL UTEs Goal CEO OR MOKo LINDEN _ _ � `� \ � K UCf1011 EHIRW".ES SIMl1 BE PROv10ED AT N1 GIXL ACCESS POINTS \`` ♦ ♦ 4 \ RELOCA GRd1N! - ` � ,- . � � `,♦.'`.'♦ \, Y ,' 5. RW CONSTRUCTION BTRUGDDM - _ _ _ _ _ _ _ _ ` ♦ `` \ ♦` `` i _ _ _ llAk To GEarE fmmr AMBPtro.Ea RNNN. FOR suE wweci wou o,EM s Ala rrsom REaNmvns •� ♦ i _ _ , ` - _ _ _ _ _ _ -_ T. STRIP TI PSOIL PRIOR TO ANY CONSTRUCTION. ROUSE STOGRRIE W SIZE. SICCIwLE PERIMETESS MOST BE PRO Eclm WITH S1 TT FENCE. / --__ _ _ _ _ _ _- `� ; �\� ` ♦ \4 ` `�♦♦ \ I , r , `\ • ` `\ • _ _ _ _ - _ __ _ �` `� \ \ > \ ♦ ; , I ' �� ' ,; vr ` /F i ,-: =_ -_ -- _Y __- _ __--- a FPARORRGAroG x B �ST� Amsw1MumaraGTnmAuTallExn. TTK1EEcWa�nxrRn�AAaTDO�RR SIVE RlECBmEETYREDiAMxMoNDRAINAGE il +aro%aIaMDrsE wRLSwLLIRSEEr.EwnTlouAorL FIBER AmAERxREsDBIuYAmENKn orPTwEaTnamoosoCArnTUuMvaAnFPsVRRwuaMm:ARIeeomEIuDwvsIEn YsmAvLmEL vxaGeMETHOD nPo.EDRYx(IDnSPYWRGa raATnImTxeXDTMloEIExxscww. m ) oBEmwED oANOF a Taill • ♦ J. �\♦♦��♦ ` ♦ \ \ + 1„I +i' , , r I EV1E _ _ fD. TIE AD oa, AD, MTH oR so, o M,RW THBRIe wws NE D suammwnas ro war HD,. REWEEYENIs. E DEWATERwc s rEawEn WIaxG WrnTRuenon. eanwclaR \ .\ � �_ `` _ _ _ _, `\♦.\ 4 1 \ \t ♦♦ tt \\\\ \ 55 `. �♦ \\ \\ 5♦ ♦ / ,i ' ” - ��.. - _. , / I � iFOp F MSN �` aN - sTauw OONSIILT wTH FROMN coxraW nlsPEcroR aro ENaNEER ro DETvuINE IPPINFIMTE ulTlroo. _ - - _ : ♦ ` \ \ l `♦ \\ \ ; \> \t \\ \ 5\ \\ ♦♦ �♦ , i ' 1auGti - 11. RETEN TO sarelwAm+ RocunoN PRerrrOm PLAN (SwPPP) FDR AL FRaSwN A✓D sEwEHr canna onlcE uxMFRM. DE�ai MDIFB ARD Gur oc uaLG coMc ETE ,Asulrt 0 tYi, `30 _ _ Bli `. ' \5:11;\ ♦ \ �\S\ ♦ \ ♦♦ \♦ •FRy , . / i , 0pt•15S - - - STATION RST1NInlors T 1 1 ` \ ♦ \ \ ` >> ♦ \`s , / r \ 'Folk Iz vIETUXD BUFFER MWUMENT SIGHS SMALL BE IISFAIFD AT EACH FORT MHERE A Im ONE NERSECTS wrtH THE IwnARD BUFFER. S SCALE IN FEET itjo - 13aNnNG ARE RECORDEDOAL REAAWAs . FEET A aw OPENER nTHE Wvw1 BE DESIEo BA STRUCTURAL rRPAE3RWoEsw REWeE➢ Am , IaPRoED BY THE m PRIOR To %srAUATTW. 14. A 3 FOOT SAFEn "UNG 6 REWIRED ATOP NL Wi 4 FORD TAU- OR GREATER nI TTHIS ZINC PRQIE17FTl NATE ISSUE BATE ]BRUTE E ,.F1NCgTip 1MR .R.Mr MSP¢ ] IFIAREO BY ME OR UNOFA MY OFSbNFE 4115 CITT SVB>IItTAL D �� 233 Park Ave 5.S1e300 AMAOHLI LICENSED DIIIATI awN AIAI> aQE�as GLACCUM PROPERTY 5 AMA WLY FTHESTA Minneapolis, MN 55415 PROFESSIONALENGo+EEA UXOER PRaECTw TI. 612.758.3080 F. THE LAw60F rlR srnTe or GRADING AND DRAINAGE PIAN 16250 WAY7ATA BOULEVARD 612.758.3099 FAx " PRELIMINARY PLAT AND REZONING I WAYZ 101 PARR PAUBCMPE QAIQCREVIEw' PHONE (61 MN 55391 ALL 1 A N T www.allianl-incmm SHEET 5 of 12 PHONE (612)99P0666 ENYINEEEIN• MTE EEFMYIO BY M -TE SUBMITTAL 9� WETLAND f, OUTLOTA I ° -+652 ti DND--- a -1651 t • ' / O tot � /,// 1569 1572 • � 't7 ♦ 570 ,� 6 // / _- r / ',wYj'ii d- DIET i D `I < 600 �. / ' , - F- Y _ _';• _ _ __.-.. ,1040 -------------- DA` 'SILT FENCE a /r - �.• - —+ - I LAKE ,' LUCY ROAD�—�— �t`' P • • \' `� O'/Oti / ROCK CONSTRUCTION IN TRANGE.T— d0) RJ --'l3CF, 40 -- --- -_ j- ------ - __ \•\`• • \ tt\t t tA\ ,tt •C / =" it//v ARC .- - ___ __ 0 Hi, 30 60 \ 11 t 1 t ♦\t \ 1 \ \ \ \♦ •\ \ / / I I i, �\ ` S�ZW i FE SCALE IN ET \ >➢p� / 1' l FOR GD-'- � 1 I EDC 15250 WAYZATA HOIILEVABll SUITE 101 WAYZATA, MN M391 PHONE (612) 990-0666 LEGEND: I CFTHAT TNS RAN. ECIEI SVGTION, ORPF. WAS anmENT RARRIMS SILT FENCE (MnDOT 3686) 1. INs AuL STA$RD DO IRIIC11Cx ENTRANCES .E PREPARED BYY ME MY 2 PREPARE TEYPgURY PARKING AND STORAGE AREA 3. INSTALL THE PRE-ORMNG SILT FENCES .0 WILT PROTECTION BIP. M THE SITE 233 Park Ave S. Ste 300 ..AND. MAA GRADING SAPPP (IXCEPT FOR POST GRAM BMPS HEEDED AFTER URLNY COISI EON 55415 AM A ODuPERnwrIMOTHATI AM A NILY 11LEA5FD uXDFA TIE" 6. CONSTRUCT POST -GRADING 9LT FENCE ON ME SM. 612.758.3080 612.75 AS OF THE STAM SNE 2 INFRASAFE STaiM DRAIN/WLVERT .308 mA MAN ,D��FTMnATTDF 1.INSTALL UIWTE$ UNDERDSAINS, SFOUI SI CURBS AND SITTERS 612.758.3099 FAx 2 INSTALL BE RM AROUND WTFI STRUCTURES ALL 1 A N T ...alliant-inc.com NK RAR SW,N F N6IXEE RIN6 1. Z• CRUSHED CLEAR ROOX MTE {BL}Rg2p (LAFA DEVELcE EmT) 7. NST. POST SRE£T mo UTUTY SIT FENCE PROPOWO O'TON BASINS & REMOVE NL TEWPENARY EROSON MO SEDIMENT CB1TRn OENQS -a- r-.- a.. • 6]4t • \ t \ t'. I 1.11526 1591 2 •. tt 656' (OATS 20-120 DAT STASUZAEON) t - STANDARD SET FENCE 1,359 LF - - 29 1. Mn00T 270 (RESIDENTIAL TURF) SETBACK WARE I ; SEED/S00 POST GRADING AREA 2.02 AC IDT UNE CONTRACTOR SMML REMOVE ANY GYPS NSTA I O WNNG ME STREET AND UTIITY RBASE - IPMT-O-MAY TBAT ME NO LONGER RDW Wm AM COORDINATE TBE ENM•SFER OF NPOES PERMIT REs'Pl9NU16 SAC( TO THE DEYFLOPER OR TERMINATE TBE PORTON OF THE BPOS P _. AA A A AAAA . IX60D YEGETMON WITS (APPROK.) ONTRACT R - Ttµ3WiFD TO NE Ott AND TIER CONTRACTOR- O Q 0 IXISTNG TREE TO REY.UN 1 sir FENCE PRBV3D NLT FENCE (PIE GRADRIG) ESTATE DEVELOPMENT CORPORATION [] NIEr PROTECTION 15250 WAYZATA BOULEVARD, SUITE 101 WAYZATA, MN 55391 DND W NOT NSNRB Mus PH: 612-990-0666 r CONTACT- TOM CONYEA , — t • ' / O tot � /,// 1569 1572 • � 't7 ♦ 570 ,� 6 // / _- r / ',wYj'ii d- DIET i D `I < 600 �. / ' , - F- Y _ _';• _ _ __.-.. ,1040 -------------- DA` 'SILT FENCE a /r - �.• - —+ - I LAKE ,' LUCY ROAD�—�— �t`' P • • \' `� O'/Oti / ROCK CONSTRUCTION IN TRANGE.T— d0) RJ --'l3CF, 40 -- --- -_ j- ------ - __ \•\`• • \ tt\t t tA\ ,tt •C / =" it//v ARC .- - ___ __ 0 Hi, 30 60 \ 11 t 1 t ♦\t \ 1 \ \ \ \♦ •\ \ / / I I i, �\ ` S�ZW i FE SCALE IN ET \ >➢p� / 1' l FOR GD-'- � 1 I EDC 15250 WAYZATA HOIILEVABll SUITE 101 WAYZATA, MN M391 PHONE (612) 990-0666 PRQIECTTEAM DESG.. AIPR ORAWTt NN eRDEerxE 21s6NE QAQC REVIEW W -.IE DATE ISSUE DATE ISSUE SITS CT'SNBMNTAL 61LI5 (ETY(ONSTINIS LEGEND: I CFTHAT TNS RAN. ECIEI SVGTION, ORPF. WAS anmENT RARRIMS SILT FENCE (MnDOT 3686) 1. INs AuL STA$RD DO IRIIC11Cx ENTRANCES .E PREPARED BYY ME MY 2 PREPARE TEYPgURY PARKING AND STORAGE AREA 3. INSTALL THE PRE-ORMNG SILT FENCES .0 WILT PROTECTION BIP. M THE SITE 233 Park Ave S. Ste 300 ..AND. MAA GRADING SAPPP (IXCEPT FOR POST GRAM BMPS HEEDED AFTER URLNY COISI EON 55415 AM A ODuPERnwrIMOTHATI AM A NILY 11LEA5FD uXDFA TIE" 6. CONSTRUCT POST -GRADING 9LT FENCE ON ME SM. 612.758.3080 612.75 AS OF THE STAM SNE 2 INFRASAFE STaiM DRAIN/WLVERT .308 mA MAN ,D��FTMnATTDF 1.INSTALL UIWTE$ UNDERDSAINS, SFOUI SI CURBS AND SITTERS 612.758.3099 FAx 2 INSTALL BE RM AROUND WTFI STRUCTURES ALL 1 A N T ...alliant-inc.com NK RAR SW,N F N6IXEE RIN6 1. Z• CRUSHED CLEAR ROOX MTE {BL}Rg2p PRQIECTTEAM DESG.. AIPR ORAWTt NN eRDEerxE 21s6NE QAQC REVIEW W -.IE DATE ISSUE DATE ISSUE SITS CT'SNBMNTAL 61LI5 (ETY(ONSTINIS CONSTRUCTION SEQUENCING: LEGEND: �omoo©0000©000 anmENT RARRIMS SILT FENCE (MnDOT 3686) 1. INs AuL STA$RD DO IRIIC11Cx ENTRANCES I CURB LOG 2 PREPARE TEYPgURY PARKING AND STORAGE AREA 3. INSTALL THE PRE-ORMNG SILT FENCES .0 WILT PROTECTION BIP. M THE SITE Z ROOK WEEPER 4. CONSTRUCT A l PRE -GRADING EROSION .0 SEDIMENTATION 004 R Wft MAA GRADING SAPPP (IXCEPT FOR POST GRAM BMPS HEEDED AFTER URLNY COISI EON S. COMPLETE MAW SENDING AND INSTALL TEMPORARY AND PERMANENT SODDING AND PLANUNG NLET PROTECTION SERVES 6. CONSTRUCT POST -GRADING 9LT FENCE ON ME SM. 1. W1MCO (MnDOT TYPE A & C) ppGpRxED NEINNIW NNL 2 INFRASAFE STaiM DRAIN/WLVERT STREET & UTILITY PHASE (CITY): a SILT SACK (WOOT TYPE A) 1.INSTALL UIWTE$ UNDERDSAINS, SFOUI SI CURBS AND SITTERS 4. DANDY BAG (WOOT TYPE B) 2 INSTALL BE RM AROUND WTFI STRUCTURES BSEQUENT TEMPARY BMPS REWIRED TO COMPLETE TIE MAW ORAWNG ACTNTES AMID SUBSEQUENT OR 3. INSTAu INLET PROIECTON AROUND ALL STORM SWER STRUCTURES. µT 1RACIONC. CONIRIX 4. PREPANE SM FOR PANNC. s PAw SITE 1. Z• CRUSHED CLEAR ROOX 6. Ms,NLET PRoMCTON LENGES (LAFA DEVELcE EmT) 7. NST. POST SRE£T mo UTUTY SIT FENCE PROPOWO O'TON BASINS & REMOVE NL TEWPENARY EROSON MO SEDIMENT CB1TRn OENQS -a- r-.- a.. (OILY IF SM 6 SEASUMD). Y REWIBED BY Tf GORTRI.CT CONSTRUCTION SEQUENCING: LEGEND: MASS GRADING PHASE (EDC): anmENT RARRIMS SILT FENCE (MnDOT 3686) 1. INs AuL STA$RD DO IRIIC11Cx ENTRANCES I CURB LOG 2 PREPARE TEYPgURY PARKING AND STORAGE AREA 3. INSTALL THE PRE-ORMNG SILT FENCES .0 WILT PROTECTION BIP. M THE SITE Z ROOK WEEPER 4. CONSTRUCT A l PRE -GRADING EROSION .0 SEDIMENTATION 004 R Wft MAA GRADING SAPPP (IXCEPT FOR POST GRAM BMPS HEEDED AFTER URLNY COISI EON S. COMPLETE MAW SENDING AND INSTALL TEMPORARY AND PERMANENT SODDING AND PLANUNG NLET PROTECTION SERVES 6. CONSTRUCT POST -GRADING 9LT FENCE ON ME SM. 1. W1MCO (MnDOT TYPE A & C) ppGpRxED NEINNIW NNL 2 INFRASAFE STaiM DRAIN/WLVERT STREET & UTILITY PHASE (CITY): a SILT SACK (WOOT TYPE A) 1.INSTALL UIWTE$ UNDERDSAINS, SFOUI SI CURBS AND SITTERS 4. DANDY BAG (WOOT TYPE B) 2 INSTALL BE RM AROUND WTFI STRUCTURES BSEQUENT TEMPARY BMPS REWIRED TO COMPLETE TIE MAW ORAWNG ACTNTES AMID SUBSEQUENT OR 3. INSTAu INLET PROIECTON AROUND ALL STORM SWER STRUCTURES. µT 1RACIONC. CONIRIX 4. PREPANE SM FOR PANNC. s PAw SITE 1. Z• CRUSHED CLEAR ROOX 6. Ms,NLET PRoMCTON LENGES (LAFA DEVELcE EmT) 7. NST. POST SRE£T mo UTUTY SIT FENCE PROPOWO O'TON BASINS & REMOVE NL TEWPENARY EROSON MO SEDIMENT CB1TRn OENQS -a- r-.- a.. (OILY IF SM 6 SEASUMD). Y REWIBED BY Tf GORTRI.CT TEMPfX1AVY vF.Rtt MI% 1. M.DOT 100 TBE CITY. (OATS 20-120 DAT STASUZAEON) SWPPP BMP QUANTITIES (PER PLAN): 2 MMOT-150 (1-2 AM STAB¢IZATION) STANDARD SET FENCE 1,359 LF PERMANENT S® IE/STNIMUZATON INLET PROTECTION 1 EA 1. Mn00T 270 (RESIDENTIAL TURF) SETBACK WARE 2 SW SEED/S00 POST GRADING AREA 2.02 AC IDT UNE NOTE TO CONTRACTOR: LEGEND: THE MAW GRADING CONTRACTOR IS RESPGNSIBIE FOR INSTALIATOI O ALL EROSION µI1 SEOYENT OON R BEST MANAGEMENT PRACRCES (BAPS) AS SKOWN W ME BAER PRESFRYE '' FASTNC CONTOUR MAA GRADING SAPPP (IXCEPT FOR POST GRAM BMPS HEEDED AFTER URLNY COISI EON 75� PROPOSED CONTOUR ACTNTT). ME BYES ARE TO BE B S`Dk ID AT A MNWIN AS SROM! W TBE RAN, IF ppGpRxED NEINNIW NNL CONDmIXMS AMW. ADDMOD AL BNP BDPPLDEIITATLN M P E\4MT $ITE ERORON OR SEDIMENT TRANSPORT MAY BE NECESSARY. ME MASS ROMMG NMTRACTOR 5 RIMPONSIBE FOR N1 BRECT-0N O dWWGE BSEQUENT TEMPARY BMPS REWIRED TO COMPLETE TIE MAW ORAWNG ACTNTES AMID SUBSEQUENT OR SAIL STANUZATON NECESSARY TO PREPARE SIT: FOR STREET AND UTUTY CONSTRUCTION AND HOME MEAN& AT TIE CCMFLETM OF MASS GRAWNG N K AND SATBFACTORY SIT: S•.1. M PROPOWO O'TON BASINS SIABWIATOI. TE DE\ELCPER AND MASS GRADING 00II CTOR SHALL COOENAT: TBE -a- r-.- a.. pNygyD SIGN SEWER TRANSFER OF NPOES PERMIT RESPONSDIUTIES TO TIE STRT AND UTUFY CONTRACTOR AMID TBE CITY. - P0.05RD FASEYFM THE STEET AND UTUTY CLNT ACTOR ANO Ott WLL TEEN ASSUME W IEID SSLTY TO PROPERTY U1E PRONDE INSBECTON AND MAINTENANCE OF ANY IN-PLACE BMPS AS MEIL AS INSTAL THE - SETBACK WARE AWmIXIK BMPS REQUIRED N TE STREET AND UTUTY COMSTRUCTON CIXWNNT SWPP. RPM CYNRETW OF BTEET AND UTUTY DONSTIUCEM. THE STREET AND UTUTY IDT UNE CONTRACTOR SMML REMOVE ANY GYPS NSTA I O WNNG ME STREET AND UTIITY RBASE - IPMT-O-MAY TBAT ME NO LONGER RDW Wm AM COORDINATE TBE ENM•SFER OF NPOES PERMIT REs'Pl9NU16 SAC( TO THE DEYFLOPER OR TERMINATE TBE PORTON OF THE BPOS P _. AA A A AAAA . IX60D YEGETMON WITS (APPROK.) ONTRACT R - Ttµ3WiFD TO NE Ott AND TIER CONTRACTOR- O Q 0 IXISTNG TREE TO REY.UN EROSION CONTROL RESPONSIBLE PARTY: NE-. PRBV3D NLT FENCE (PIE GRADRIG) ESTATE DEVELOPMENT CORPORATION [] NIEr PROTECTION 15250 WAYZATA BOULEVARD, SUITE 101 WAYZATA, MN 55391 DND W NOT NSNRB Mus PH: 612-990-0666 CONTACT- TOM CONYEA EM: t.Oan Lnn.G6m T]MrowRY wMNvs ROu1Nc IIUNNG MAW GMMmw ROCK CONSTRUCTION ENTRANCE STABN7ARIR BMP'S GRADING ACTNtt 1. STRAW/HAY 1. CONCRETE WASHOUT 15 DONE TRUCK WOOT TYPE 1 MULCH BY TRUCK WEA A MOBILE WASHOUT 2 EROSION CMTR0. BLANKET SYSTEM PRONDED AND CoMPHEMD MnDOT CAT. 3 BY THE CONCRETE CONTRACTOR. 3. HYDROMULCH MnOOT TYPE 5 4. BUNT SC250 NORMCEAMEERRIICMAT BEEN NOTES: ON EWAL-MNOOT CAT 6 1, SEE SHEET 7 FOR ALL fRO610N AND SEDIMENT CONTROL NOTES AND DETAILS. GLACCUM PROPERTY 6 PRELIMINARY PLAT AND REZONING I EROSION AND SEDIMENT CONTROL PLAN SHEET hof 12 SUBMITTAL EROSION CONTROL GENERAL NOTES: vary .wr.ssxw__w.w_. E KSI .,K,K, I..sl Krl, ro Exmw .K srmEm Lb1RW .RK1�p Dp,en w smM.aw�'r w�»��. ""..""..pE ��eDD." w"" ,•ds .,m M x..�r+Dr, ra5,x„c,xw sro req, w�D n.. 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M WI e��[,-9KE W A L RWL x10 -Z MRM SM1u11K ¢WrIVT 6 [o S,Mlxw E S1rPoiII0 rRv FINSM r wry m IPoK® .rtW»»l bK Or ccMLRw m IY 4wPc MK Hnrxp, YTO uD wuN w YO 5 K..mmTOO TOO R °K ."° I q,,a;s ...E `� bree .w1bm » rqa b ..R.vAD EmE mxsrR v..s » ,D-w-sD xvx cd KK <A,O v azn.Exga KRn »n .aAwD.xm MrD M s® ®. ,e .EIv.D aero wus sxv K scmw w KSmA.a Rm werrc n.r. mrouw Ewsw xo Kmlxl cbmR K/SwR zwu K rwORKr gmt9D 4.n.» n.m In�ors Krt. rwi srz n.Kvxm. 5 Kxdm M umr M rt1v°Drnr KAsas .K ro �� flFYMuu xxl dvnq �xE 4xzIM'IrY��V°SIKM6IY•wD WV,K rM1 .Db brsxxn.W rx,x..a m EROSION CONTROL SCHEDULE: a:E"'.'�"a 'w' TO >— M 1- -T 12x w 1,RRs sM. 3. _ WKR• wR.,,,,4„s s,wq .dwx . RKr wd a Kxx,.rt.:.. ,m mx Tx,`,°Y«,.,m F,A m . M cwRKmx sw sos>AE s1R rtw.wc Deux ws,.w..w xo vKucA+ rrrw gsr�.cu� .`rc.� mr+�wi wl � sD»eA'a o°ax1°s °,wnw6°rwrmOX vvu K s¢Dm (KW m InI/K wo mdR m nooED .nxu %�Pl bKmmK m-ri Ru. Sw. .3,K1 ONSM [fMUOE M00 wt -0 [WYn 4AF�ix£Y O�Cry. 6m, C11w»b1�I KWbiD b4D W Kwt. SEDIMENT CONTROL PRACTICES: 1tlM°Ww,Er". wsr wR sm.exr mmi dnERxE ars.K rm5. RO I .w sme.5 A•o smb sEmx .ssls. cmRx s Km a mameD b 5. m« «.00rr rw.rzu x Wa rp Srgprxw rusM1w xa ®1[Sg931@ n»R »' »Kw ziixdMwov -rtm r'[Liem6 sar K apbi w uD.BmcTOe s OF m Y[wm OttrtRztrGP.c1Rr*OY K'Imq rr IE fpNF[O wt WYa r..S V.Ym[ xlD M _ SdK[MRIMIBK� R.KORS w5r K M1waE0 Kf[8 M Krt mn0,rn �W' r M Kmm 5 for mni2 ru zrav0A0am ..ns wn x wurtt'im n wKnwE an Lwc un¢ .0 SgMt[z v,n PoµM N. g54u®c N M Xfl wh xfEx • � OGrru! uVSr ,xzE Ri Rn55 b OriP [rRLAF YGfM .w,p LDM K =Tdrs b LLKw, w• mxa '—T1 I—L ITO gi F.cxKExrpRi� b M A.x. FG. <mTxKMw FINAL STABILIZATION 710 1-7�Tl ri: cunni wXuroM::�:lEw"w*i :mn arsMirca'n`r,1.. s,��"�u"`reb 1.m r1 »ar M s1R lw, x°M"/E O°3Pur rcAruKrv`Irc:lsra.v"u..m'�x r°Yw�"`s,d,3A"'iw1 s"vavm n . usquvEro1":wi"`.em.+"x` gawiicsadi'Kr.ADrclwod�'"`E Kcs mawrasoi arw�"m�K.xs .»'�T K dOTTOEtlurEy5{xuLtxw i5 CdiRr[. Wzl a Sr,OYEd r0 AMT u0 5¢YN1 CMKt WFr�(/M� 41 rtx[E) uA'1 iEKMD s5 M 1dP'PMr»S SED.C+1I]xw NRS lwu � ro E uYU w�xE xq rEriur}Err1 MhA uuw.iu r b�IO RCµ, rt rqw ¢wOruy (0 6u. xry M e.w. /wcf5 00 bxu0[ rs YVauTYx: tlr-5,2 m N SJ6KF IFPZ M [rEw W1 m wzr H SVrtM i0 KTM M 45w m 6.4N W�rgn 10r� q .O EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: Mq. mu. ..1 _ rt KLDw435 w LLK O1E_G....s �.. , 5 IT » Mc' Kwx r.p MDR1 �KT_ �, a. .,E, GK"`"v ""m1K`a-tea ip"'DE. r�.x1. D SRKd xrtx M .rdTTOI? OR us OT bEAs� m TM u�; V�Y B[ YBE�05 TM[ W.W YBH4 ML iuz�BluY» �' ID v.c weA rs iD K mLsn ltrm Lv I¢) zuMnz�. 1x.�.5w"PoY Nu¢D nM T/YMM1 +FLEInM1 x nM dPoYd Ill ro wmx Y M.B .ilG . xuxrMt1 0 K.uE A. .1) x�Mau.x..u,lM rb Krs LnMa'1K lyd 0. bl¢ 1. x0 aan uuxld�t Kd+[s 0 OTT .w (o s�wrtsl cr .0 owrui ertxrs arrp dx 1R owW[z uC[ TO M ARl .z T. x u ♦ ... M[ ttxzlx0[,Yn Lrt iu.i NttKpE nxu 9KNY,p+. M OF m n M —TEO TO FTTO. K w��� x°a T,.KR�K cex.5 r1v5, z q"'S 4MOu[ xwuEµ POLLUTION PREVENTION MANAGEMENT MEASURES: sew, 1 1xcw wwna. Menta.TM uwxrsea AA . w. Asdrl M• LaaESF rows RnRc »eAs. m rwc, cw�`« log Ko omnu. D�..E REgr�.�s � .wM w» x x+l'Ap1s sum 1b�sMw om x y SR°�°RCim tarry ACW WI LprtxrWM. r0 RkV.M 5nu5 W PKm.a� RaTIz.L R xx 6�OSIE � RiwK»Rwxt romm x1 vwW.w CdM(0 F MSIXKKi[ fMMCIb. F/biy [MeD ,M+O tulE 1ROFpUr M105d 6 f IPL PRV PRE` cOxsja NO PM Amex - w' -To' (W f.) PM t+tt = IT NO 05 m TT- TA Y«a.r.r.TO 1.0xgn-1 0. 1pzr. ys m 1. 1bi) LOUT( MIT VATW OUT PADS Rn HOLD DOWN DETAILS FAMIw RY31RLLM'RET ,Fx.m.w. smoermlu wrvc *"A= t'ar �• .x m.K.Dx9 [' � 1 OOT al r� MM•E slug® a- �-p.+b�mD v3a3 ma Mr.�wmaA,7D m wxxl so�F� so -OT '.,TT ib stAm Lew _6E m+rxar u.R MTV SILT FENCE FMuxmaxc oFPxmM c 5.700 wKFieswm (� Dxd®Y(LnTFYIH+r M AN .EUEcrIEAee GLACCUM PROPERTY E 5» FMAIH N,ORR )p FwAS DAIS MUE DAIS bBUE eREPARip BY MEOR UMCQMY p♦�xm •� bfd CIP'SUflzI1FTAL D 233 neap Avg S. Ste 15 AMA veE.vrswx xv x rl ox wx v cls s n coM.+lerrs AMA WlY1XFMFD Minneapolis, MN 55415 eauessroxA�FacwFm uxvFA evaFnxa nsemo 612.758.3080 umM T"fl EAwsol nD srnmoF EROSION AND SEDIMENT CONTROL T5?SD WAYZATA BOULEVARD 612.758.3099 FAx PRELIMINARY PLAT AND REZONING I SUrrEWAYZ t01 MAAAE.0 . DA/QC IEW NOTES AND DETAILS PHONE (61) 9 0 066 A L L I A N T v/ww.alllant-Inacom SHEET 7 of 12 PRONE (a12199009aa a UAS SUBMITTAL 0 SAN MH 3- r EX HYDRANT, i I # ' WETLAND I R i OUTLOT A y\ �-tm aanvo P ¢¢Wan Va FES 5 I ♦ I _ I I OCS 3 (PERFORATED \ SUMP) / ICBM" 4J �\ I I _ I I I I 1 I I I I I I I I I MH 2 2 (SUMP) 3 \ TO 001R� 1 1 1 II 1 1 ' PPE SLOPE 1 I 1 1 1 1 I I 1 1 4 - - I 1 ' GROUND� I I -- EATON I 1 MANHOLE BUILD STORAGE (48' 1 1 PERFORATED HDPE 1 1 PIPE) I 1` CB I O L I 1 - I I I I I L________ _____J L____ \ L_ Jj- .-_- - - - - - AKE LUCY ROAD r/ 1. EXISTING UTILIZES, SERVICE LOCARMS ANO E AGONS SHALL BE VEaRED IN FIELD PRICE TO CONSTRUCTION. 2. MVNTNN A MIN 18' YIIRICII SEPMMDON AT LLL PIPE CROSSINGS. 3. DONOR M IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CIXLSIRUCTION. 4. PROVIDE POLYSTYRENE MA11ATION FOR ALL STORM SEWER CROSSINGS WHERE VEFM AL OR NORIZONTAL SEPARATION IS LESS TNAN 3'. 5. ALL STORM SEWER WORK SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING CUIDEUNES. 6. NOTIFY GOPHER STAVE ONE CALL 46 HOURS IN AOVAINCE OF ANY URU1Y MRK. 1. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLMNCE WIM YNDOT `TEMPORARY TRAFFIC CONTROL ZONE UYOMS-RE1D MANWL' LATEST REVISION. FOR ANY CONSTRUCTION WHIM PUBLIC R.O.W. 9. ALL CASTINGS SHALL BE NEENAN OR APPROVED EDUA- QPMG1S STONE MMMUM AFS NCW wACE (1'-2' NASIim. CLEAN ur�i7:'•T: 1. EISONG U1VIUMES, SERVICE LOCADONS AND ELEVATIONS SHALL BE MESHED IN RECD PRIOR TO CONSTRUCTION. 2 MIAMIAN A ON 18' VERDCX- SEPARADON AT ALL PIPE CROSSINGS. WATER AND SANRARY SEWER UNES TO MARRALN 10' VERDCAL SEPARATION. LOWER WATERMAN AS NECESSARY. 3. CONTRACTOR IS RESPONSIBLE FOR ALL FERMIS PRICE TO THE START OF CONSTRUCTION. 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWRR AND WATFRMAN CROSSINGS WHERE VERIIb1 OR NORZONIAL SEPAIRAION S LESS THAN 3'. 5. ALL UDUlY WORK WHHIN THE R.O.W. SHALL COMPLY WITH THE CITY OF CIANIASSEN ENGINEERING GUIDELINES. 6. NOTIFY GOPHER STATE ONE CAL 48 HOURS IN ADVANCE OF ANY LTUTr WORK. 7. PRPADE TEMPORARY TRAFFIC CONTROL M COMPLIANCE 1Wi MIWDT -13APORMY TRAFFIC CONTROL ZONE UY)RS-READ MANUAL' IATEST WASON, FOR ANY CONSTRUCTION WIIHIN PUBUC R.O.W. B. ALL $ANGARY MANHOLES TO BE 48' DWIETER CONCRETE W/NEEWH R-1642 CASTING. UNLESS NOTED OTNERMISE. 9. WATERMNN, SERVICES, AND VAEVES SIIA- BE INSTAU.ED WH MINIMUM 1.5. OF DOVER. 10. WATER SERVICES SHALL BE 1' DA TYPE 'K' COPPER W/ 1' CORP. SMP + 1- CURB BOX. 11. SEWER SERVICES SHALL BE 4' PVC SCH 40 MINIMUM 2% SI OPE UNLESS OTHERWISE NOTED ON THE PLANS. 12. WATER SERVICE MAY BE PLACED IN SANE TRENCH AS SEWER SERVICES PROVIDER) THAT A 24 VERIIGL d A 36' HORIZOMAL SEPARATION ARE MMNTANED. 13. ALL CURB BOXES SHALL BE ADJUSTED TO AN ELEVATION OF 1' BELOW RNSHED GRADE. 14. ALL B' AND 8' WATERMVN SHALL BE 0900 PVC. AC GATE "GEN' P(M.S STORE A YIN. CF 6' BLLOW .0 M THE SIDES YY . 91YP sx-n.) OQIOO EoMiUs SANE 6- BELOW AIN M ME 906 OF IOF4 OUK Po S STPNE MMUU WIN KH-M`hN MOG'"LE FABIRC Q SIINCNIRP. FIL'. ,W PERFORATED HDPE UNDERGROUND STORAGE DETAIL SANITARY SEWER SCHEDULE: .r wawAtm 1r RCP MH FROM TO PPE OD PPE SLOPE P.PE LENGTH INVERT FROM INVERT TO PMELEV STRUCTURE SIZE MANHOLE BUILD PPETYPE 11 IXMN Owl M WLL FX FLI n 0.uln laln Iwaw IwLH ImEm W A1C IIp2LME 11 MHE MRI R OfIM MO 101214 Iw510 IIIYIM 0.i ISfii 'DR-Y.PIC AIRF MHI A OlNfi ARS TOG IO NRI. !B NTd 9R3:PtC LF DIRECTIONAL BORE`_► - _ -- LEGEND - - - - - w - - STORM SEWER SCHEDULE: ' PROPMED STORY SEWER Y TW PROPOSED SWOARY SEMI(R �d( J DESIGN STORM FREQUENCY • IO YEARS -1-1- PROPOSED WATENWIN I�I I MHXB AREA [STI P.DA. P51 -OK PMM PPE FROM TO RIM OOYPF STT. CAST BUILD PPP ■ PROPOSED CATCH WIN N PROPOSED SMNRN[I YANHDIE FROM TO TOTAL IMPERVIOUS DUM SIFW9 LFNGTHF9 NVERT INVERT ELEV [FTI TYPE TYPE ITT] Cless . N PROPOSED GATE NT - - - 5 PROPOSED HYDRANT EXISTING GATE VALVE CB IIRI MH2 36818 I'ITT6 12 0.B2w �T l6{ INtiw 110.21 Iw1Mly LWI Nd4 R-JIN.T-V iBp �- IX511NG HNRAD / MH2' =3 0 • p 0.0yO MOVE Iwo I015.w 1014M PON1.'J F1'M "R R-ILR 1318 AM EIUSTWG WATERMAN IE SAN IOOI.M (PER oviO OCST' CBMHI 0 0 12 U. RCP M2 101'11. 1081.41 IN3.In'J 2M n R -OR I2H1 ® EXISTING CATCH BASIN RECORD DRAWING f pE,j\E \w+ �¢ CBtIH4 FII, 0 0 12 001. � 420 vmx IwLW 1011wo 2C0 4 RJ 2 &60 5 © EXISTING STORM MANHOLE -// / Qp M `v o is 30 so -.�.-- - / 0.!�\SSpVGt)O EXISTING STORM SEWER \ ® OO EXISTING SANITARY SoiuERMANHOLE _ - - - - -- -- v p TION •MANPIOBNAV'EJ OFFP SUMPS SCALE IN FEET - EXISTING WNITARY SEWER V40 FO -w -a- WETLWO LIMITS / / THEREBY LY3TIFl MAT tH15 ALAN PROJECT TEAM DATE FD �`SPECIFIDI�NUEFOV.ORRFNDLIA &wu ISSUE GATE $OCGLACCUM PROPERTY R PARED BY NE ORNORM 4E NBY MIM 6SI5 CRYINANR'rAL FNFD 233 Park Ave S. Ste 300 AMADsLPFAY6Iox,woTNAn 0.RAWX: vlx uus ctn coMwms AMASsI LI EKrN Minneapolis, MN 55415 PRortsslox,u ENCNEER oNo6R enwMTN4 zlww 612.758.3080 MAIN TMP uwsoFnlE STATE aP I STORM SEWER AND UTU.IIY PLAN 152M WAMTA BOULEVARD 612.758.3099 FAR "N 6p" PRELIMINARY PLAT AND REZONING SUITE 101 NARK AAO. QVQCREVMW WAYZATA, MN 5,1391 A L L I A N T www.alliant-inccom SUBMITTAL �� 7D PHONE (612) 990-0666 E N ES I x E E R I N c DATE LCETNSExw Px WTE S BMITTAL ;HIs•L WETLAND OUTLOT A 0 c 1569 _ - 1572 y 1 I10 .1 &KA LAKE LUCY 1555 944 Sv 556 1695 / ,66 1 1681 I %_ I - OR." X1508 --1526 1 f I 1511 1 /\1519 1513 X ,5,3 4 u / i5ZP 1522 682 � 1541 (1� �-1b, 21 _ -1520 1526 — 1530 532— ---- 533 ROAD�-----�— TREE INVENTORY & CALCULATIONS 1582 — 1583- t I 156 W < 1599 E 66E O di W 1597 — I L'Ll r N --o 0— ED =y- — a 0 c 1569 _ - 1572 y 1 I10 .1 &KA LAKE LUCY 1555 944 Sv 556 1695 / ,66 1 1681 I %_ I - OR." X1508 --1526 1 f I 1511 1 /\1519 1513 X ,5,3 4 u / i5ZP 1522 682 � 1541 (1� �-1b, 21 _ -1520 1526 — 1530 532— ---- 533 ROAD�-----�— TREE INVENTORY & CALCULATIONS > _ _ ( TREE PRESERVATION NOTES: aMD 6 N Or MI ."o EST IF a. R. Gv - D MMES MSE 9e6 ff G OF N10 . • OW - U - D )REE 9gTREE MAY A OW.1C£ I LEGEND 3 — — — — — DMI - - DENOTES n TREE Mn) R LDSI A TERMINAL s YREADER 1. WERE N!I CONSIRVCIIai OR FRAMING °F OEIELOPYEM PROJECT 5 10 OCCVR. /. TREE PROIECIIaI gR _ aryOiES gyESaWI CQ n 1R2 W n Si<lE Cf LCWK E,MEAE IM£ i0 W HE A Int LE/SL s U IN RIP LI .WO 51M'EO WRH E, M XD P LI ES O EVER) 5 FEEL) L STO nDE, p A pl F STEMMED BE SERVED 0 AT M IRE DRIP LINE M WWOEO MEAS, ME DRAG CHES Of EMI$iING )PEES TO BE COT - aNOIES n WLIIRE SIEMNEII 1R IER AND IS W ON BECOME IXtl.VLFD i PRFSEINED OR ni ME PERIYE)ER OF ME LWiKK ROOT ZONE (MHI A ME IS LRGifR). SGV$ Om - aHOiFS 9lTXiKMi aID OUD WM GOlFN 11N Fat SVAMIIW 1521 QMIN ISy - pdp)¢ IEIIO\E: 11YE 91a4O ff BEYOND aIF lO WaCL)v Ut 4Vi1 BE gILFD µfMf M5 i1lJLE LYIE WEMIfYINC ME MEA M n TREE PRO)E UNE MFA IM N + EMSTING TREE TO REMAIN J G�NADAD AND cGENG �0tt nuc�roNOAC iYrc a TERMIMM. PENCE uvsl REuvx IN PucE uxm ALL - aia�wwtt E �t521 2. NOSIGwF vHiE IT, D imrmo mil MMENvws OR WL wr eE sioRED wIMIN THE DRIP uNES a W EI6SiING TREE TO BE REMOVED - - - - . , .. _ & ND ENLFYCHYENT. win c,SnPmws, GRADE auxi. )BENCHING. PILUNG. COMMUE"MR OF CHARGE 1524 / I IN SAIL CHEYISI SHALL P'WR MTIIN FENCED AREAS PROTEMIRG SIGNIFICANT MrE EXISPNG TREE (OFF9TE) NLY E,NR at ED PrsEwNi ME avr4z w s DRI DDE TO ORNE E)F %KSNDLrr aro IEANwS EY\bW O �v OR SPINIroRN wiw1W5 fE DF . SUCH s F OR PUNrs ■ o m o ■ WEE PROTECTION OMITS/ / ORF P s. Orwxwf vnnEBrs ON ME ,,EE sRn11 xor NAME, weNS Ewan CWISPY DRMTC EHWImreIOrtr1 0 15 30 60 9LT FENCE / n �G✓�\" \SjF�\%E'j\ON E 6. SEND naR mIBG sSwsYurt >� r� rqr wauin n5 I+Iwr aF T1s mswL Tmi WALE I — — — — — — — — — — — — — ` Y F r. NO srHAFY.wr mus vw5 Ec REMum umc T1s ,ISE P.esrnanoN ww s remain m Tlc 7 N cnr Or CIURw.RNEI. JE DC HIEN®ELERi MArMRIMEr PROJECTIYAM DAIS LffiDMu DATE SPE"FICATI°", DR REPORT wws` GLACCUM PROPERTY to PRFJARED ION...NOFIlNY DESR'XFD M!R 6SI5 (RT4VWREnL 233 Park Ave S. Ste 300 AM A DULmwvslox.WO1NAr1 DRAwR: eut 4t4ts arcmMMErts AM AS OLY LICFNSm 612.75308nneapolis, MN 55415 L. 1IIrEEARCISTAT 11ROQ evmEcrrn normo ENELESEREA xe nAmoF TREE INVENTORI' AND PRESERVATION PIAN 612.7583080 NMH MwNEsorA PRELIMINARY PLAT AND REZONING I 3lTITE 10�TA 13071LEVAliD 612.7583099 FAx MARC no WAYZA A L L I A N T www.611i6DtA..GOm ^IaA °" OG "`" " PHONE (616194 66391 SIiEEC 10 Of 12 PHONE (612) 990-0666exelxeeellFe vAre LICPME Ra a YniF SUBMITTAL .• o�©v©��� opo©o�c-�� ©gym©0—�� .• ©�Q©�' --� > _ _ ( TREE PRESERVATION NOTES: aMD 6 N Or MI ."o EST IF a. R. Gv - D MMES MSE 9e6 ff G OF N10 . • OW - U - D )REE 9gTREE MAY A OW.1C£ I LEGEND 3 — — — — — DMI - - DENOTES n TREE Mn) R LDSI A TERMINAL s YREADER 1. WERE N!I CONSIRVCIIai OR FRAMING °F OEIELOPYEM PROJECT 5 10 OCCVR. /. TREE PROIECIIaI gR _ aryOiES gyESaWI CQ n 1R2 W n Si<lE Cf LCWK E,MEAE IM£ i0 W HE A Int LE/SL s U IN RIP LI .WO 51M'EO WRH E, M XD P LI ES O EVER) 5 FEEL) L STO nDE, p A pl F STEMMED BE SERVED 0 AT M IRE DRIP LINE M WWOEO MEAS, ME DRAG CHES Of EMI$iING )PEES TO BE COT - aNOIES n WLIIRE SIEMNEII 1R IER AND IS W ON BECOME IXtl.VLFD i PRFSEINED OR ni ME PERIYE)ER OF ME LWiKK ROOT ZONE (MHI A ME IS LRGifR). SGV$ Om - aHOiFS 9lTXiKMi aID OUD WM GOlFN 11N Fat SVAMIIW 1521 QMIN ISy - pdp)¢ IEIIO\E: 11YE 91a4O ff BEYOND aIF lO WaCL)v Ut 4Vi1 BE gILFD µfMf M5 i1lJLE LYIE WEMIfYINC ME MEA M n TREE PRO)E UNE MFA IM N + EMSTING TREE TO REMAIN J G�NADAD AND cGENG �0tt nuc�roNOAC iYrc a TERMIMM. PENCE uvsl REuvx IN PucE uxm ALL - aia�wwtt E �t521 2. NOSIGwF vHiE IT, D imrmo mil MMENvws OR WL wr eE sioRED wIMIN THE DRIP uNES a W EI6SiING TREE TO BE REMOVED - - - - . , .. _ & ND ENLFYCHYENT. win c,SnPmws, GRADE auxi. )BENCHING. PILUNG. COMMUE"MR OF CHARGE 1524 / I IN SAIL CHEYISI SHALL P'WR MTIIN FENCED AREAS PROTEMIRG SIGNIFICANT MrE EXISPNG TREE (OFF9TE) NLY E,NR at ED PrsEwNi ME avr4z w s DRI DDE TO ORNE E)F %KSNDLrr aro IEANwS EY\bW O �v OR SPINIroRN wiw1W5 fE DF . SUCH s F OR PUNrs ■ o m o ■ WEE PROTECTION OMITS/ / ORF P s. Orwxwf vnnEBrs ON ME ,,EE sRn11 xor NAME, weNS Ewan CWISPY DRMTC EHWImreIOrtr1 0 15 30 60 9LT FENCE / n �G✓�\" \SjF�\%E'j\ON E 6. SEND naR mIBG sSwsYurt >� r� rqr wauin n5 I+Iwr aF T1s mswL Tmi WALE I — — — — — — — — — — — — — ` Y F r. NO srHAFY.wr mus vw5 Ec REMum umc T1s ,ISE P.esrnanoN ww s remain m Tlc 7 N cnr Or CIURw.RNEI. JE DC HIEN®ELERi MArMRIMEr PROJECTIYAM DAIS LffiDMu DATE SPE"FICATI°", DR REPORT wws` GLACCUM PROPERTY to PRFJARED ION...NOFIlNY DESR'XFD M!R 6SI5 (RT4VWREnL 233 Park Ave S. Ste 300 AM A DULmwvslox.WO1NAr1 DRAwR: eut 4t4ts arcmMMErts AM AS OLY LICFNSm 612.75308nneapolis, MN 55415 L. 1IIrEEARCISTAT 11ROQ evmEcrrn normo ENELESEREA xe nAmoF TREE INVENTORI' AND PRESERVATION PIAN 612.7583080 NMH MwNEsorA PRELIMINARY PLAT AND REZONING I 3lTITE 10�TA 13071LEVAliD 612.7583099 FAx MARC no WAYZA A L L I A N T www.611i6DtA..GOm ^IaA °" OG "`" " PHONE (616194 66391 SIiEEC 10 Of 12 PHONE (612) 990-0666exelxeeellFe vAre LICPME Ra a YniF SUBMITTAL O (P I 0 0 3 # WETLAND III I OUTLOT A I,I -1652 \I 1651 1,I � WEDANDAIUFER SEED MW - 1 9 15]2 ''v i xI / / Y I ! } 674 �y i Y 59 EXIS TREES TO TO REMAIN fi] RETHNING WALL SEE GRADING PLAN 6 -MP 15' WIDTH iU WARD B PER cI1Y CODE. J LAKE LUCY-� 1 ,,CONSEWABON MEAS IMPACTED OR IN NEED OF RESTORATION SHALL BE RESTORED MTTH NATIVE VEGRATKDN 3 -SO 1502 1526 - 9 me= FROM YMD TREES, 1 PER LOT PER CITY CODE Inv 2 ES+�faI IN EN33 PER C" CODE. 11t POLY EDGING `HA�RLD MULCH t.-�ffJ((�1LIDE FABRIC BH LANDSCAPE SCHEDULE DIY, REY Ci 0 WLE RDFAN L NAME SUM REMVRS I 0. am fAf➢!$PINRM'R E'G' I l� I SII IR TRUNK .w �GlRenap'RR� # WETLAND III I OUTLOT A I,I -1652 \I 1651 1,I � WEDANDAIUFER SEED MW - 1 9 15]2 ''v i xI / / Y I ! } 674 �y i Y 59 EXIS TREES TO TO REMAIN fi] RETHNING WALL SEE GRADING PLAN 6 -MP 15' WIDTH iU WARD B PER cI1Y CODE. J LAKE LUCY-� 1 ,,CONSEWABON MEAS IMPACTED OR IN NEED OF RESTORATION SHALL BE RESTORED MTTH NATIVE VEGRATKDN 3 -SO 1502 1526 - 9 me= FROM YMD TREES, 1 PER LOT PER CITY CODE Inv 2 ES+�faI IN EN33 PER C" CODE. 11t POLY EDGING `HA�RLD MULCH t.-�ffJ((�1LIDE FABRIC BH LANDSCAPE SCHEDULE DIY, REY Ci 0 WLE RDFAN L NAME SUM REMVRS 2 0. am fAf➢!$PINRM'R E'G' 2.5' UBN L B IR TRUNK .w �GlRenap'RR� NO ND V - V- CRDIUI 4 IB COMMON W4NNUNY 2.5- CAL BAB STRMONT TRUNK Ce11u pcdyenljp NO V-CROTGN 3 HL SNNNE HONEYIDGSE 25- GL BAB SIWJGNT TRAIN PWdiia UbmAw w. Mmu 'SKylne' NO V. T MP ErffiALL IED MAPLE 2.5' CA- 869 STRAGO MWAw [ m.neii .%Ff" NO V-CACTCH 6 50 NN® NNE ON 2.5- CAL MB STRApTT IRIIKK 0-- l No V-CRRCH 3 w COMITIRS BALSW FIR w M. MR FULL Fp1Y Pin. fi,. 5 6 BULKHILLS SPMICE Fltaa RbRRa awmM 6 M. W FULL FORM 12 $B AUTUMNBR TMCS AUTUMNptlINIfE BTB CWYP TORN MwbnMis [ gnn611wR .WWmm piFbrq' 15 BX S BUSH 24' M. CINNf. MIX. 5 EWES pervYb tNaia 'MNMN7 . AAAANK AT XT. SPEC. NOTES: O.AATTE5 ON PUN SUL£ISEOE LSI DUANRIIES IN E OF gSCREDANCY. L D - _ ■RI K EI I 210 1. RESXNTAL SUSOMSION VNDSCAPE REQUIRED I TREE PER L°T P D IN THE ERJM YANG PRWIOED I TREE PER LOT 2. MppAND/L:WOPF REFORSRATRIX RETNLIREMENr REQUIRED 26 tRE6. SEF CWCR TREE COYFR4GE PVN FRONDED 27 TREES } Iuvw'vr g1mmARn m'a ImTLHENT RETYJWE° LAE LUCY ROAD IS A COLLECTOR RMF. THEREFORE BUFTERYNN B IS (EARNED BIRPERYIAD B RECUMS 15' MN METER AREA MFH 2 OYEASEORY TREE$ 4 UNC£L5MM TREES AND 8 SHRUBS PFR 1CU LP. TOTAL BU TTRYMD IEHCIH 112 LP. ALONG WE LACY RAID. AT A 15' ROM, THE BUFFFRTMD MI0.TWFR 6 1.0, TXEREFFRU THERE ARE F OMERSURY. 13 LNDERsMRY` ARID 20 SHRUGS REWIRED TO BE PINTED N THE BEFERYAO AREA MOADED - 7 ONBi ARY, 12 O6ERSTORY, 20 SHRUBS PLANIM NOTES 1. WALL A- YIN. TOP SOIL TO NL SW AND SEED AVFA1 NNE GRIDS ALL SOD AID SEED A¢E15. 2. ZANE °N WJR AL PLANT NATE16CNMM5 N8M TO INSTALLATION. 3. INVA1 4-6- DEPOT SHREDDED hWUACOD MULCH AWNq ROOT SAUCER OF AL TREES 6C4 m NWDY PARR 6ED5 l PIAVRK SOL SWL CONSISR CP 1;1:1 SELER LOWS TCPSG4 PEAT ACM. PR RUN SAD. S CD1B1£IELY GWWInEE AL NR( FOR A PERCD OF ONE YEAR REGI MNG AT THE DATE OF Acxz T CE NME ALL REPVDEIUOS PNuMmy (AS PEX pKCTRON OF 0Y01). 6. ALL WTEFA4 SHALL COMRY 'AIIH THE UTE6E EDRICN CP THE AYWCIN STANDARD FOR NURSERY STOCK. A UFACA1 ASSOCIATION OF NURSERYMEN. 7. AL TIME MINING SMALL BE YRKPEO WRN d#ttN CIEX TREE SPM. IPPLT ~ R NOIryHR AND REMOVE M APRIL. B. CALL OOPHEA STATE ONE GALL AT E51-454-0002 FOR LOCATING AL UNDERGAGR ND LIOP'f5 NO AM DAMAGE TD UTUF 3 DONS THE CaW6E OF THE WOR(. 9. WOMAN AL PIMT MATERIALS. INCLUDING WATERING, UM ME TNIE OF M ANNCE 10. CWRpNAM RSTALATNN MIH CETERA CWTRKTOR. i1. 5IMIND AND BUYING OF TREES OPTIONAL WWIAN PWMDNUCS OF TTRFS FOR WRATKN 6 WAN,WI), PERKq. 12.S1/F1F AND RUSH HL PAVED SURFACES AND REWNE AL DENNIS RESULTING FROM LAb DGGFFGwS. 13 GENRA CONTINUATOR SHALL FOLD" THE COMIY/BTATE SCI 6: EN)SHOM GMTROL SPECIFK'0DR FOR D MOSEO ANTU SIA NUATION. 7F--• • `i TMT ui _ ARGOT A34-271 SEEDING RAR TO ME 12 LRS/ACRE (PURE UY£ 9£0). SEE MR. ... MANUAL LIVE FRT) MULCH L AT SEEDED AMTO HE W/DOT TYPE 3 (MOA CERTIFIED M. FlCH HOULD ATA RAID DE 1 LIN HER O KE Mn1R AB HOURS GP 3FDWG WlW 91p11D LIVEN BE DOC MOIffl00D RI NEEP N ERLY BLOMNG AWAY. SEFpXG SIAL BE AP%rzD FROM AAA IS - .LILLY 20 OR 9PIELBER 20 - FRFEM UP. IF IDCROSE ENND UNRE APP MMATELY 5W G,ALCHS OF WREN PER ACRE. REFER TO MN/VOT SKC SM4 FOR PROPER RKIALATILN OF NYORO-SEEO. ALL NAFW SEEDS USED M THIS PROECT SHALL RE QUITE`ID TO BE 6 MINNESOTA ORGIN BY THE MINNESOTA CROP MPROYTLENT ASSOCIATION (MDA). 91E TO BE PREPARED BY LOOSENING TOPSOIL TO A MW MMDEPTH OF 3 NC ES TIE 9TE TO 00 NAA°EED OR RMED EOLOWNG SEMI AND THEN PROCEED U9NG A CL'Ln-PACKER OR EQUIVALENT. SEE ARMY SEEONG MANUAL FOR REFERENCE. MAWTAN YFLCD AREAS BY RAMMING. REMULCHING AND REPLANNING AS MIFSSWY TO ESTABLISH A UMIEOWLY CENSE STAND CP THE 9'EORO GRASSES UNTIL ACCEPTED. MY AREAS FAUNG TO ESTABUSH A STAND SHALL BE XES®EO. REEER1W2E0 AND REJULONED WENEAR 70S WGETA A COMB IS NOT ACRE4 RESEEDING SHALL Of6O.JS XI M IN L RESPECTS TO TIE9'ECCATIWTHES THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE ROAX AREAS RE9 LDNG FROM EROSION AND/CB EQUIPMENT TIE CONTRACTOR SX.YL RE PAfft DAMAGE IN0.WRG REMAINING. RESEEDING. EIC AS NECESSARY. BEFORE 9GNIECMT DAMAGE DCNRS L • ) DECIDUOUS OJ STORY TREES \•�///'''�L TTTJ..���� CONIFEROUS TREMA N e TVI ORNMEENAL TREES • i _ �'... _ / H ' .. .. - - ON�y ® FLOWERING SHRUBS 1NEIW10 BUGGER SEED MIX II EN7\EW BUFFENYARD MEA POLY EDGING 0 15 30 CONS(RV�'S1oN _ EXImNG TREES SCALE IN FEET II / NOZ TOR .MMM TIME PROTECTION FENCING nl uul ilJSPl i]' MCLIECE7/MAM PE"f"Ai' °R wRrx"s BAFE 155EE pAliE GLACCUM PROPERTY 11 D PREPARED BY MEDRUNDERMY DESNMED N. ESU Q SVBNN 233 Park Ave S. Ste 300 AMADSUPERvrsaN ANO MAr1 oRAwx. eLn s161s CIRY coNMENIs AM GD AP RT]VSED Minneapolis, MN 55415 LANDSGAPEMHITIBT 1MDFR PRaELT Ao vromR 612.758.3080 RAIN TMERCMYTr1E STATEOF LANDSCAPE AND REFORESTATION PLAN 16260 0YZATA BOULEVARD 612.756.3099 F""E ° " PRELIMINARY PLAT AND REZONING SUITE 101 IBI GA/QC REVIEW WAYZATA, MN 55391 ALLIANT ww.alliant-inccom SHEETII OF 12 PHONE (612) 990-066DAM ,CMUN0SUBMITTAL I�FlaxwwYwl.._N.nf_ — en.�,�o .ro.ru «. .n� s. s+o[tira[sAsr. ucc.xE.mvrouxr mr :._ ....e..K NwauIImEE.�Ao[avf� aNvaEe�s [�_ s M� �unma-enur � / mw.ws. i _ wf Ruizc alu. - _ E� �• Nm weswvuvm ENGINEMING ♦ (NINM '- DEPMWNT 3709 PLWTND DEMES FOR TYPICAL DIDINWAL PLA Dwas utUCCE➢TA // ®OEM®® �saae—_>•aaaE�aaamm a�o0�'>•�caa�. onaaa�o� am }IA 'G�[Y.\3E(5�5110 I p[➢µ ryvEi[ I�'L. �N I ShEG £ITES/YASS®VIAHiiNGE ®OEM®® �saae—_>•aaaE�aaamm a�o0�'>•�caa�. onaaa�o� am }IA 'G�[Y.\3E(5�5110 I p[➢µ ryvEi[ I�'L. �N I ShEG £ITES/YASS®VIAHiiNGE s �— tea. A rs 91^P'"aNt .qlp 3. Y.Rml�m �..< /zWk ® 4.i@ Fw M xNL¢.DE�f6t1911 � ME 61n MANINP RDL MM -C -. -�� ryeE� s„-�sa��tait.-.+- � ® f w+�,-w I M wEa:rtlPwW�� I .wren I � Awa wosa da ONL V PE�1PW fpP `wA A pEO•NSIg'fPUpStpCl Ovk NpS D c (` xv®xaan nv.rws w EROIECfITAM GLACCUM PROPERTY 12 JE $R WATON, oa FDV5i WM DALE ISSUE DATE MUE 'Od YREEARFJ)NY NE OI IwZR NY NEAIGNfD MM DAIS ISSUE NREAL Minneapolis. Ave S. Ste 300 51aFcr s�rFavrswx Au5lx.srl SwwN FSIN uDls rnrmNSlEms AN A OVLY EI(ySEL Minneapolis, MN 55415 u ADD pE lunmar uNSEx Ea51FLT NY! nsmw 1NF uws oErlw STAIFOF 612.758.3080 wNN MINNES(NA PRELIMINARY PLAT AND REZONING 152-50 WAYZATA BOULEVARD I LANDSCAPE DETADB SUITEWAYZ lm 612.758.3099 Erx NAFEa.oweEa. s[A QVQCaEv W WAYZATA, MN 55391 ALL 1 A N T www.aItiant-incoom SHEET 12 OF 12 PHONE(612)990-0666 FNBIN EENINO UAIE [I[ExSE NO m 511E SUBMITTAL sYDiLI"--.�m--.. - wtYk'mC •Ji _fi I s �— tea. A rs 91^P'"aNt .qlp 3. Y.Rml�m �..< /zWk ® 4.i@ Fw M xNL¢.DE�f6t1911 � ME 61n MANINP RDL MM -C -. -�� ryeE� s„-�sa��tait.-.+- � ® f w+�,-w I M wEa:rtlPwW�� I .wren I � Awa wosa da ONL V PE�1PW fpP `wA A pEO•NSIg'fPUpStpCl Ovk NpS D c (` xv®xaan nv.rws w EROIECfITAM GLACCUM PROPERTY 12 JE $R WATON, oa FDV5i WM DALE ISSUE DATE MUE 'Od YREEARFJ)NY NE OI IwZR NY NEAIGNfD MM DAIS ISSUE NREAL Minneapolis. Ave S. Ste 300 51aFcr s�rFavrswx Au5lx.srl SwwN FSIN uDls rnrmNSlEms AN A OVLY EI(ySEL Minneapolis, MN 55415 u ADD pE lunmar uNSEx Ea51FLT NY! nsmw 1NF uws oErlw STAIFOF 612.758.3080 wNN MINNES(NA PRELIMINARY PLAT AND REZONING 152-50 WAYZATA BOULEVARD I LANDSCAPE DETADB SUITEWAYZ lm 612.758.3099 Erx NAFEa.oweEa. s[A QVQCaEv W WAYZATA, MN 55391 ALL 1 A N T www.aItiant-incoom SHEET 12 OF 12 PHONE(612)990-0666 FNBIN EENINO UAIE [I[ExSE NO m 511E SUBMITTAL U co 0 m I LO 0 N rol 0 U O I�) 0 0 LO i 0 n I n cn 0 c 0 a 0 0 0 Ln 0 OR C GLACCUM PROPERTY CHANHASSEN MINNESO TA WETLAND I OUTLOT A I I BLOCK 1 .� 2 _j \ LAKE LUCY ROAD 0 25 50 100 SCALE IN FEET VICINITY MAP — — — NOT TO SCALE SHEET INDEX NO. COVER SHEET I EXISTING CONDITIONS SURVEY 2 PRELIMINARY PLAT 3 SITE ]PLAN 4 GRADING AND DRAINAGE PLAN 5 EROSION AND SEDIMENT CONTROL PLAN 6 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 7 UTILITY PLAN 8 TREE CANOPY COVERAGE PLAN 9 ti GMOKWA EAASSER F&MIJUN 1 n YU i5 0wwmPiAw"wT DEVELOPER ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PH: 612-990-0666 CONTACT: TOM GONYEA EM: tom@landmn.com CONSULTANT ALLIANT ENGINEERING, INC. 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 FX: 612-758-3099 ENGINEER MARK RAUSCH LICENSE NO. 43480 EM: mrausch@alliant-inc.com SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 18425 EM: dolmstead@alliant-inc.com LANDSCAPE ARCHITECT MARK KRONBECK LICENSE NO. 26222 EM: mkronbeck@alliant-inc.com TREE: INVENTORY AND PRESERVATION PLAN 10 1m LANDSCAPE AND REFORESTATION PLAN 11' LANDSCAPE DETAILS 12 I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE SPECIFICATION, OR REPORT WAS DESIGNED: MPR 6-5-15 CITY SUBMITTAL ?t& GLACCUM, PROPERTY PREPARED BY ME OR UNDER MY I � 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: PLN 6-16-15 CITY COMMENTS IAM A DULY LICENSED Minneapolis, MN 55415 PROFESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 THE LAWS OF THE STATE OF 612.758.3080 MAI MINNESOTA 15250 WAYZATA BOULEVARD p 612.758.3099 FAX PRELIMINARY PLAT AND REZONING COVER SHEET SUITE 101 A L L I A N T MARK RAUSCH, PE QA/QC PEVM�' SCANNED WAYZATA, MN 55391 www.alliant-inc.com SUBMITTAL BMITTAL SHEET 1 of 12 PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. 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"" 1561 .r '-- ,..,. �.J04 A/ 1 B9 y7.5p . �j591 _ �q0 17.11 LLQ 23f0 q d' ,,,� Q 1590"OIS ^^"'µ „.-^'` 'fir'' +^ _1534 © 5390 �� -154 0396 ' 103809 1036�,Q4 X 1035.20 035.10 - 1017.46A- r _ .--- 1558-0-1567--, „.,,...✓ „. f ,.� X i 1041. 9 3� - r QI017.98 y 105.09 f X102 Q..�' t559 -.. "..."'"' .".�✓� „�' ""r' 1040.6 .. 042 SQ T SJ .H767 106.96 03. 134.20 = / O 1 \ ""- > a0+�. � a" V 0B3i ET 038.00 0 / \ t , j, r"�� ✓ 10 .~ I- 4 1033.82 X3'2:8 .�,....._.�..,.. ..-^' r^ X 1' 9.74 '7 6 4 0 9J3, i [03t .03 1 X � (/ 1 y sFD [ 1560 X0636.04 J �6'•> 1.2 I 11636- v_ y 1018.25 `_' 1 1021.46 1 1026.76 t p q�( / 1 -/p'j 10339 X1018.0 t 1 1 i 2-S Jz'YI '� XI 44.14 ` 1033:96 X 1 10 3.99 , 'v I 1 1036.02 "� d. 1037 96' 1036183 Q '"., '""`"'--...,... "7 2 9 ( 0 WOOD J} : 1040.62 t GF' C\ I 1Q71A` 3.83 / Q 1 If o4o.os FRAMED a x1o3s s F 018.14 .103329'4 1 X1036.7 {SBU$ 6,6,:� 1 I�T�03749� 1FF' �y0 PI -." o I. P F, X1033.62 < i i I Q 1039.„." //' 103743 j 03.7c I x1033.86 x1033.58 X 018.62 ( 1041.42 042.45 57 033.61 \ 108.84 1022,10 ' t t 7 1 8 ,^,CI033.68 - -X 1033.60 101 .66 1026.08' KI032 23 X103 ,.29 r/ 1041. 8 46 At I - T - \ �+ 1 9 THE \ X ' i 1039.0 ,✓' R7 97 8 1035.87 - 1 - V� 1042.14 �*' \ ` AXs-' X1041.4 P �03�,613 1 103074 1 3210 .70 1 18.02 \ j 3.381018.6 \ LIME TONE \ 1041.32 X1033.30 X1033.31t ``,"1037 41 1535--0 ,'�/ X1034 4. , X1033.40 X1033.[47� J033 09 0' pig12 I 1 RETALL' v ., �"`.. X103438 1 1016. 31 XIO .70 1019.0 L 1021b nu WALL, 0 8 % _ c> c 1041 54 1854 -� -RREE TONE 1035 081 4 1033.94 UU y 43 1020.20+- - -- 1- _ .8.6� - / AiNI- - f549 _ \ F NG T 0 1021.02 1023.80 102 3 \, ��"^� ,_ r WALL v a� l 103297 0 1 /1 20.36 1020.88 "c? x'90 1015.49"�,� 018.86 - 1019.51 1019.32 1021.58 --"�Tf8h7.17 9.42 1019.85 I - .,., .... ,... y. KE L U C Y R O2� D 030.3 ItWJ 1031.52', 1031 99 G -- r 1031.45 1031.59 _._._-- --'"'"G G 35 --O 1031.70 .._... - 1032.37 10 ( 32. 1031.79 1�3(1%❑2 025.49 1027.56�,1029.21 r,' p /gyp,/ �Yr rJ� 'v M050.41T811W 4� 1032.21 - �� 1032.46 /1032.12 X 1031.46 ------ 1027.56 129.28 �I030.46 31.50 �~' _ 1032.42 _ 10025,17-1 P I 1031.34 /Y 3M1�I, 1032.14 1031.43 1.48 1031.40 10 X OP31.36 1032.08 103116 3L4.� - 30'82 1030.75 1030.189 NN LU 29.29 X1029.44 1029.42 -I- n I I V V I I I L_ 1 / \ L_ / I \/ \/ V 1-- 1025.12 FOR REVEW ONL.Y PRELIMINARY NOT FORONST UCTIO 0 15 30 60 SCALE IN FEET LEGAL DESCRIPTION That part of the Southwest Quarter of the Northwest Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, described as follows: Commencing at the southwest corner of said Southwest Quarter of the Northwest Quarter; thence on an assumed bearing of South 88 degrees 03 minutes 48 seconds East along the south line of said Southwest Quarter of the Northwest Quarter a distance of 330.10 feet to the point of beginning; thence North 01 degrees 50 minutes 12 seconds; East 331.80 feet to the intersection of the westerly extension of the south line of SHADOW RIDGE; thence South 86 degrees 03 minutes 48 seconds East 408.80 feet along the southerly line of SHADOW RIDGE 3rd ADDITION and SHADOW RIDGE; thence South 01 degrees 21 minutes 04 seconds West 331.81 feet along SHADOW RIDGE and SHADOW RIDGE 2nd ADDITION to the South line of the Southwest Quarter of the Northwest Quarter; thence North 88 degrees 03 minutes 48 seconds West 411.61 to the point of beginning. NOTES 1. This survey and the property description shown herein are based upon information found in the commitment for title insurance prepared by Burnet Title, LLC as issuing agent for Old Republic National Title Insurance Company, Commitment no. 15-03973, dated February 16, 2015. 2. The locations of underground utilities are depicted based on information from Gopher State One Call system for a "BoundarySurve locate". The information was provided by a combination of available maps, proposed plans or city records and field locations which may not be exact. Verify all utilities critical to construction or design. 3. The orientation of this bearing system is based on the Carver County Coordinate System NAD83. Coordinates are Carver Coulnty ground feet, based on the Carver Coordinate System, Southern Zone, NAD83, 1986 (non HARN values). Coordinate values dated September, 2012. 4. All distances are in feet. 5. The area of the above described property is 599,082 square feet or 13.753 acres. 6. Bench Merk 1: TNH approximately 350 feet east of Yosemite Ave on the north side of Lake Lucy Road has an elevation of 1034.15. LEGEND 0 FOUND IRON MONUMENT G GASMAIN HYDRANT D SANITARY SEWER O UNKNOWN MANHOLE » STORM SEWER X WATER VALVE WATERMAIN. E UNDERGROUND ELECTRIC WATER MANHOLE OU OVERHEAD UTILITY O SANITARY MANHOLE T UNDERGROUND TELEPHONE ❑ CATCH BASIN -XX- FENCE © ELECTRIC BOX CONTOUR PER FIELD DATA LIGHT a` r ``,.' CONCRETE O STORM MANHOLE GRAVEL 0 TREE POWER POLE 0 BOLLARD 817.01 X SPOT ELEVATION � PARKING METER ❑ HAND HOLE 0 GAS VALVE 0 r 0 I L 0 N c 6 0 q O 0 0 Q I n N c O Q / 0 O 0 Ln Ln O N X O 6� .3 0 0 SOUTH LINE OF THE SW 1/4 OF THE IW 1/4 OF SEC. 2, T116, R23 S 88003'48°E 330.10 W 1/4 SEC. 2, T116, R23 N 0 15 30 60 SCALE IN FEET t i it 3 ;,E 9 9 t 15250 WAYZATA BOULEVARD SUITE 101 ALLIANT WAYZATA, MN 55391 PHONE (612) 990-0666 E N G I N E E R I N G _J 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com 0 N Sr� L=299.68, R=60.00\ L=286°1030„ \_ i PARCEL AREA SF AREA AC �� 20,096 x co O\0. 16,068 O\\J B1 - L3 21,697 0.50 \ 21,696 0.50 71.08' 19,342 J IN C5 1 p 0 LAKE LUCY ROAD N88003'50 vv 411.61' _ o I I i I I 0 I I yyI Q — L_ W Y Q J I I '11` �f F4 " % �1;ac_f sm CI I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA MARK RAUSCH, PE DATE LICENSE NO. PROJECT TEAM DESIGNED: MPR DRAWN: PLN PROJECT NO: 215-0030 QA/QC REVIEW BY DATE DATE ISSUE DATE ISSUE PARCEL AREA TABLE PARCEL AREA SF AREA AC 61 - L1 20,096 0.46 B1 - L2 16,068 0.37 B1 - L3 21,697 0.50 B1 - L4 21,696 0.50 OUTLOT A 19,342 0.44 ROW - INTERIOR 11,119 0.26 ROW -EXTERIOR 26,087 0.60 TOTAL 136,105 3.12 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I I 5 —I �— I 1-5 0 1 1 0 I NOT TO SCALE Being 5 feet in width and adjoining lot lines and 10 feet in width and adjoining right of way lines, unless otherwise indicated on the plat. LEGEND: PROPERTY LINE LOT LINE — — — RIGHT OF WAY — EASEMENT LINE SECTION LINE DRAINAGE AND _ _ _ _'1 UTILITY EASEMENT • FOUND IRON MONUMENT GLACCUM PROPERTY PRELIMINARY PLAT AND REZONING PRELIMINARY PLAT SUBMITTAL 3 SHEET 3 OF 12 c c�1 c� I / r 33' I - EDGE OF WETLAND g WETLAND OUTLOT A �_-EDGE OF WETLAND EDGE OF WETLAND - -�� i/ EDGE OF WETVWD / ,\v a� i 777- -7/7% i Fr, 3 � I �- T ADDITIONAL RIGHT OF WAY PROVIDED z \ 33' I- M - - - 110' U u; o. C" - -- - - - -- _ I LAKE LUCY EXISTING PED RAMP 10' BITUMINOUS TRAIL Y\ \\` BOULDER RETAINING-/ / \ WALL (TYP) / I I I i � I I 4 `l I I 1 I � I I I f I _ 90.25' I CV L I 1 �\ cl R�5 5 CV SURMOUNTABLE C&G--, �I coo J ^'O NOTE: FOOTPRINT MAY CHANGE AND WALLS WILL BE BUILT TO ACCOMMODATE SAMPLE FUTURE FOOTPRINT (TYP) SITE PLAN DATA GROSS AREA 3.125 ACRES WETLAND AREA 0.444 ACRES (EXCLUDES 0.006 ACRES WITHIN YOSEMITE AVE R/W) WETLAND BUFFER (20' WIDE) (AREA INCLUDED IN CONSERVATION EASEMENT) CONSERVATION EASEMENT AREA 0.467 ACRES YOSEMITE AVE & LAKE LUCY RD R/W DEDICATION 0.599 ACRES NET BUILDABLE AREA 1.615 ACRES PROPOSED DWELLING UNITS 4 NET DENSITY 2.48 UNITS/NET ACRE EXISTING ZONING RR - RURAL RESIDENTIAL DISTRICT PROPOSED ZONING RSF - SINGLE FAMILY RESIDENTIAL DISTRICT EXISTING LAND USE RESIDENTIAL LOW DENSITY PROPOSED LAND USE RESIDENTIAL LOW DENSITY PROPOSED MINIMUM LOT WIDTH AT FRONT SETBACK 90 FT (CUL-DE-SAC LOTS) PROPOSED MINIMUM LOT WIDTH AT RIGHT OF WAY 100 FT (STANDARD LOTS) WETLAND BUFFER DATA 1 WETLAND BUFFERS AND SETBACK REQUIREMENTS 21,697 30 MANAGE 2 5,424 REQUIREMENT CLASS MIN. BUFFER = 20' BUFFER SETBACK = 30' PROVIDED WETLAND BUFFER CALCULATION LINEAL FRONTAGE WETLAND =285 FT REQUIRED BUFFER AREA (20' WIDTH) =5,700 SF PROVIDED BUFFER AREA (20.95'AVG) =5,971 SF 0 30' FRONT wl zl J s - F - FULL BASEMENT L - LOOKOUT W - WALKOUT 30TR9R SETBACK. LINE ' 5 5 N N TYPICAL LOT DETAIL NOT TO SCALE DENOTES PAD AREA DENOTES 1'fPICAL DRAINAGE AND UTILITY EASEMENTS UNLESS OTHERWISE SHOWN ON THE PLAN. LOT DATA TABLE 70' WIDE PAD, TYPICAL *** AREA SETBACKS * ALLOWABLE ** BLOCK LOT (SF) -------- IMPERVIOUS FRONT REAR (SF) 1 1 20,096 30 30 5,024 1 2 16,068 30 30 4,017 1 3 21,697 30 30 5,424 1 4 21,696 30 30 5,424 * SIDE SETBACKS, SEE TYPICAL LOT DETAIL ** 25% MAXIMUM IMPERVIOUS/LOT PER CITY OF CHANHASSED DEVELOPMENT REGULATIONS *** LOT 2 HAS A 60' WIDE PAD PL CL 30' 1 30' 15.5' to Back 15.5' to Back 17 Above Course f Gutter er ----- 17 11!! Above Edge of Gutter 4" Topsoil, Seed N & Mulch or Sod. Dralntile Surmountable PL I i 1 3.0% 2.0% 1.5 : 1 t " Dralntlle 1 J2"-MND0T 2360 SPWE834OBE834OB Tack Coat - 2357 2"-MNDOT 2360 SPNW8330B -PED RAMP - — --- — Concrete Curb 12" -Class 5 Aggregate Base - B 10 BITUMINOUS 1fRAIL 618 C&G "RETURNS" -L :- I 24° MNOOT 3149.28 Select 2-. Granular Borrow (*See Note 7) ..,-.. 1 t� CL W LEGEND: NOTES I. Minimum Right -of -Way Required - 60'. O I Q - — — — — — — - EASEMENT LINE 2. Maximum street grade 7.09. U .J 3. Minimum street grade 0.75%. u N I — -- - BUILDING SETBACK 4. 4.0" Topsoil placed in disturbed areas. PROPERTY LINE 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction LOT LINE season following placement of the bituminous base. T A test roll of the prepared subgrade shall be performed by the owner ROW in the presence of a city Inspector. The city has the authority to require / additional subgrade correction based on the test roll. ----W'L— —'WL— WETLAND DELINEATION 8. Draintile shall be placed along bath sides of roadway. See plate 5232 for WETLAND BUFFER details. WETLAND BUFFER SETBACKIt TYPICAL F 0 CONSERVATION EASEMENT MONUMENT RESIDENTIAL Z 0 15 30 60 / ESTRIP MEMT STREET SECTION SCALE IN FEET CONSERDVABONEASEFiLESNAD aGi\Ene tse-Ec=,,s2co LATE Na.: ENGINEERING DEPARTMENT 520{7 C. / I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE SPECIFICATION, OR REPORT WAS DESIGNED: MPR ''g��^-^'��� I PREPARED E MEORUNDER AT 6-16-1 CITY SUBMITTAL GLACCUM PROPERTY 233 Park Ave S, Ste 300 DIRECT DULY AND THATf DRAWN: PLN 6 -16 -IS CITY COMMENTS AMA DOLY L1iCENSED I M..dm Minneapolis, MN 55415 PROFESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 612.758.3080 MAIN THE LAWS OF THE STATE OF _ 15250 WAYZATA BOULEVARD MINNESOTA 612.758.3099 FAX MARK PRELIMINARY PLAT AND REZONING SUITE 101 SITE PLAN WAYZATA, MN 55391 A IN L.1 A N T www.alliant-inc.com PE QA/QCREVIEW SUBMITTAL SHEET 4 Of 12 PHONE (612) 990-0666 ENGINEERING DATE LICENSE N0. BY DATE ►7 1� 1 1 1 1 .UU i t If f r J HIGH, PT ELEV: 1030.94 i VI STA:1+77 00 VI ELEV:1030 j31 K: l ' ,` ,� /�i / ��° ♦ � � 1 � /� j J/ ) / t ffl J 1! f u1 // r t f j 20.00 1071070 LVC:60.00 DEVELOPER: 00 oF, o8 f 111 J} f �, 1 ! r r' ✓ r f f 7 6 f f✓ z o ESTATE DEVELOPMENT CORPORATION \ t t � rr �✓ r/ I/ l l 1 K o N 15250 WAYZATA BOULEVARD, SUITE 101 Y r r T L t t_ _ t. .. _ z + o + o WAYZATA. MN 55391 ui o w u 1060 U D Ujji 11 1060 f i U O] 11,11,111,11, WETLAND BUFF ti � t � z � i I � T' i 1 I•- � �� i� �� � J MONUMENT t� �� / * 674 G i X02 1 r� 1528 - 3 6 J 165 1050 1050 t r ,r- � WETLAND EOF (1007 f J �t -J 2 _. C) EXISTING t WETLAND BUFFER LIMITSGROUND , / A i 1 59 . t r f `? ' I W 1020 dam' (TYP/) 7 / t 7 1 0 / :50 ;' 1 � 1 W�1.020 � � � 11 l' I 7 r 7 . / ., \ f 1- - � " r 0 I, 11F� 4•Q36 1 040 + II `° � f N 1 040 l / 670 v, J tr ! BW 1030 ... +� o �� 1 I OUTLOT A> i / 89 f `' 1. a W p /�6 U)w -� I 1 9 00 YR HWL - 1000.8?9 1 Ifl 100 YR BACK TO BACK HWL - 1000.89 t t _ _ ¢ J N w -1652 7 1 r 101 �,, d r r f 1 l w 1p _. r r 2.00% '� t r t --/ -- 2 00% , r r r m -_ 1030 " w 1030 l tJ J 651 l / Y O6 f 6G, o `/� \ fr j/ / J t,t1 0 38��k SOOg " .. I LO R %t v I it 3 EDGE OF WETLAND / .� � f 16 ib16 1'' r ,� 0 ..9 t j i ✓ � � 1 14. 4 1018 f J 7 1 a .7 �7 FOOTPRINFUTURE T. LAKE ROAD CU Y GRADE -FINISHED OCL " tr ;r/ft j , ± PAVEMENT 69 r 1 Z5 .% ` 1021. TW 1036.5 ..... EDGE (CURB_ ..... . 1020 1020 l 1572 I ! / r r t M, 1030 5 1 111 -. r ti .. t � ( 56 � ♦ 570 � t i _ _ .� r { � f / I j \ -_. r� / I} I ? t '� _♦ � - _1 3.'"/ �, I. /� '\�� i`� c� �`` � /,� �rl fJ (HP).:�0. X � ` .`_ j i. � t _ II - j P 1 01 0 1 01 0 �♦ r y i ,t t ♦ _ - f o/ J I �r ' fJr GF1033.3 ', k ... f 1 j 1000 1000 TW1 035 r r 0 030' � - � ,^n � � 'n 00 � BW 1 '. r � 1 ro C5 Lo �;r "^-l• �X2$ 0 o r) o N o 6 E P'1Q 1 DN W l X101 T r f N ULTIMATE/WE AND-_ r,' \m < ! p 60 102 5 2+00 3+00 ? 1 Q ! 1599 I " OVERFLOW X __. 0 7 A TW 1034 t BW 1034G RADING PROFILE "- rn 606 ?�.J ?40a �, f W o Q A A I r, I� � III� f A \ GRADING LEGE ND. if i V_ /V GARAGE FLOOR ELEVATION LIDRETAINING WALL XVIt� G�1016� ��,I .r _GF10�1.2 W I VIHOUSE TYPE rj) 950.3 LOWEST FLOOR ELEVATION m • PROPOSED CATCH BASINS PROPOSED STORM SEWER _ 2I Q0 i } s / I i l r 957. REAR ELEVATION----------- PROPOSED EASEMENT l I i\ �`'\,� 0 62 I x103 PROPERTY LINE EXISTING CONTOUR - _ _ - 1 C7 �-- -��- `1022k-�:- A v r m 1 /l SETBACK LINE 1 F - - - - - 3 ' - \ f 1 / 7 789 PROPOSED CONTOUR \ 1026- -- Z--=- /J p, - ,.� j ♦ ' \ ^° r' rZ_ .- J LOT LINE IT-OF- WAY xs2.44 �96LPROPOSED SPOT ELEVATION 549 -------TRE PROTECTION LIMITS �^- TW XXX TOP OF WALL ELEVATION L l _ ° _ ,_ __ ,: :.: - t., t <' BW XXX ON CONSERVATION EASEMENT MONUMENT CD BOTTOM OF WALL ELEVATION EXISTING VEGETATION LIMITS p f ,� _...... r, _..... h., „ . __ f .....r-_ -.- _. „t, ... .2.00%' DIRECTION OF DRAINAGETI f = — — — - — J _ ` fJ f' ROAD 7C1(�'31.4$EX _ zo�F_< �_ I z z A LAKE r LUCY W WALK OUT / /I CONSERVATION EASEMENT � f I; k EMERGENCY OVERFLOW ROUTING 0 1 GRADING NOTES: 1. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00%. NISH 2. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT' THE OFF-SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. - \ 1 1 r / 1} ;,_' e� �•, '"" 3. NOTIFY GOPHER STATE ONE CALL, AT (800)252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. ff EXISTING OVERHEAD POWER TO BE— `. \� I - 1 r— 4. ALL IMPROVEMENTS TO CONFORM WITH CITY OF CHANHASSEN CONSTRUCTION STANDARDS SPECIFICATION, LATEST EDITION. Q \ w,wm ti A OR MOVED UNDERGRO ., RELOCATED UND' 1 ~- \ 5. ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDE ALL CONSTRUCTION ACCESS PCI \ \° \1 ,l 1 tJ� 6 / r ' "' . ENTRADATA ON NTS. p �". '^ .,..., Ne 6. REFER TO GEOTECHNICAL REPORT AND PROJECT MANU F SOIL CORRECTION REQUIREMENTSD TESTING RE UIREMENTS. 4 „ ,` ` � � �....„ ..,- I JA i� AL OR A Q _. __ N t �!l l j % u/ � l f I r' I 7. STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE. STOCKPILE \ \ _ KPILE P ETERS MUST BE PROTECTED WITH SILT CE. _ - '" '' .- '� ERIM FEN s �,, � '^^,,, ~''^- �., ,_` _ ,_.. _ :,{ ♦ ,. ,l \ , \ , ti i it _.. _. 1 J / '"" , , \ \ / 1 8 PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRIC SHALL BEGIN IL THE CONTRACTOR A RECEIVED AND THOROUGHLY ED NS AND OTHER DOCUMENTS APPROVED Y ALL OF THE PERMITTING AUTHORITIES FABRICATION UNTIL HAS OUGH REVIEWED ALL PLA DOC AP ED B IN \ \ \ ♦ ` 1 ` i, \ \ a f t d , I, r r -- IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWIALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) 4 \ \ ti ♦ \ l J t ir, HALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4" TOPSOIL. _.. __ ._ ,_ �._ ♦♦ \ y ti ♦ A �. A \ ? p i t t / / l 0 �, �`- -. __ t �� ♦ l \ �� ( 7 0 SHOULDNCONSULTNWITHTEROSION CONTROL INSPECTOR IAND ENGINEER IATO DETERMINE APPROPRIATE IMETHODES REQUIREMENTS. IF TERING REQUIRED DURING CONSTRUCTION, CONTRACTOR 1 REQU DEWATERING IS IRED CTION ti ♦ l 11. REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATION, DESCRIPTIONS, NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. c� 0 15, 30 601 \ .l \ \ \ f f f •- •,, \ \ \ � \ °» ° 12. WETLAND BUFFER MONUMENT SIGNS SHALL BE INSTALLED AT EACH POINT WHERE A LOT LINE INTERSECTS WITH THE WETLAND BUFFER. 01 1J 13. BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND THE WALLS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND o SCALE IN FEET \ \ l - - 1 _ _ l \ • \ 1 APPROVED BY THE CITY PRIOR TO INSTALLATION. 'IRVI ...- ,-- ..,_ .- 14. A 3 FOOT SAFETY RAILING IS REQUIRED ATOP ALL WALLS 4 FOOT TALL OR GREATER. 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 15250 WAYZATA BOULEVARD q 612.758.3099 FAX SUITE 101 A L L I A N T www.alliant-inc.com WAYZATA, MN 55391 PHONE (612) 990-0666 E N G I N E E R I N G I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSPONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA MARK RA USCH, PE DATE LICENSE NO. PROJECT TEAM DESIGNED: MPR DRAWN: PLN PROJECT NO: 215-0030 QA/QC REVIEW BY DATE DATE ISSUE DATE ISSUE 6-5-15 CITY SUBMITTAL 6-16-15 CMCK(4MWNTS GLACCUM PROPERTY 5 PRELIMINARY PLAT AND REZONING GRADING AND DRAINAGE PLAN SUBMITTAL BMITTAL SHEET 5 of 12 r , / � }} � (� II 1� / � If � 1 /'r yN/� r'� 1 1 i II jl /t t/ r /Idt+ljt/ %t /lftt! ✓l A " / f EDGE OF WETLAND.-♦ / � J l �. / >✓ '' / �r ' d `� d / / / / t f' / r / wxn� _ 1' t ,1v\�V I 674 , } \ ; t i 1 °-11528 ,1,6-6GE OF WETLAND 29 r G _ WETLAND t f 1 f - ! 0I 0' 11 71 OUTLOT A 70 SIT FENCE61689 t f I„r f ' i 1 -1652 8 � SFt� r - }iK111 EDGE 0IF WETLAND --,'1 II EDGE OF WETLAND - 1 , -^� J 1569 x1572 1 T5�� ♦ 570 i 6 '` »,.. -._ _.. ✓ j r" ' i:. 1 t ". „-. - ., ,....1 ,. + o ... i / t / J -_ t{7.y,�r, 15183 lr - ._-_ - 00 k' r / // -loos r / % f Jr ! Ir o;' INLET P CT! ...✓ '. ' 1 ..._ .. 1 ./fj It i. + I".f �- _-,........_ _. I 1 \r "�'` ` ti i ! '`•\� r" J t / i t L. 2 (TYP.) ,J �r^ -1016 .1599 �. -7 \ "." w I l { % y J b 4-1016, 't " 04 rn d c ! 60Q 0 9 1 I W 1!Ln i vv o 0 / t < - v f I I ; (. `_ I 'Sir _ ~„»•'T_-,...,,,,� CO) I L SILT FENCE c ! g \ 4 a d fi ©� Z_Lj -J O- L __ ..__ . C C - r_......-_ -_ ,..-'PRE �.:- RE. �� O /._ 1 }r c _ �� E - ,� 1 MAKE LUCY r,. P E LO ROAD 'C ROCK CONSTRUCTION ENTRANCE_' - - - - ;- - l , r - V r r CO /V W O \ \ \ \ ~ i Ln / N Ln Iii ^, ` CD E 0 ~ 15. 30' w 60 ~ \ b v \ 1 V v A v v vt t t o SCALE IN FEET �t 1 ' - ��}_-.-§� t i. t v I HEREBY CERTIFY THAT THIS PLAN, rnwjECT TEAM DATE ISSUE DATE ISSUE SPECIFICATION, OR REPORT WAS DESIGNED: MPR 6-5-15 CITY SUBMITTAL PREPARED BY ME OR UNDER MY 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: PLN 6-16-15 CITY COMMENTS GLACCUM P i AM A DULY LICENSED Minneapolis, N 5 5415 PROFESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 M THE LAWS OF THE STATE OF - 612.758.3080 MAIN MINNESOTA 15250 WAYZATA BOULEVARD 612.758.3099 FAX PRELIMINARY PLAT AND REZONING SUITE 101 A L L I A N T MARK RAUSCE, PE QA/QC SUBMITTAL T WAYZATA, MN 55391 wvvw.alliant-inc.com S V BMITTAL PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE ACTIVE SWPPP LEGEND CONSTRUCTION SEQUENCE APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MULCH BERM FIBER ROLLS / MULCH SOCKS SILT FENCE TEMPORARY MULCH COVER TEMPORARY HYDROMULCH EROSION CONTROL BLANKET ROCK DRIVEWAY / ROCK PADS INLET PROTECTION DEVICES PAVEMENT (DRIVEWAY/ROADS) SOD STOCKPILES NOTE: CONTRACTOR, GENERAL CONTRACTOR OR SWPPP INSPECTOR TO COMPLETE TABLE AS GRADING PROGRESSES CONSTRUCTION SEQUENCING: MASS GRADING PHASE (EDC 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. INSTALL THE PRE -GRADING SILT FENCES AND INLET PROTECTION BMPs ON THE SITE. 4. CONSTRUCT ALL PRE -GRADING EROSION AND SEDIMENTATION CONTROL BMPs. 5. COMPLETE MASS GRADING AND INSTALL TEMPORARY AND PERMANENT SEEDING AND PLANTING. 6. CONSTRUCT POST -GRADING SILT FENCE ON THE SITE. STREET & UTILITY PHASE (CITY): 1. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 2. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 3. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 4. PREPARE SITE FOR PAVING. 5. PAVE SITE. 6. INSTALL INLET PROTECTION DEVICES. 7. INSTALL POST STREET AND UTILITY SILT FENCE. 8. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT SWPPP BMP QUANTITIES (PER PLAN STANDARD SILT FENCE 1,359 LF INLET PROTECTION 1 EA SEED/SOD POST GRADING AREA 2.02 AC NOTE TO CONTRACTOR: THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR INSTALLATION ALL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) AS SHOWN IN THE RAHR PRESERVE MASS GRADING SWPPP (EXCEPT FOR POST GRADE BMPS NEEDED AFTER UTILITY CONSTRUCTION ACTIVITY). THE BMPS ARE TO BE INSTALLED AT A MINIMUM AS SHOWN IN THE PLAN, IF CONDITIONS ARISE, ADDITIONAL BMP SUPPLEMENTATION TO PREVENT SITE EROSION OR SEDIMENT TRANSPORT MAY BE NECESSARY. THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR ALL BMPS REQUIRED TO COMPLETE THE MASS GRADING ACTIVITIES AND SUBSEQUENT TEMPORARY SOIL STABILIZATION NECESSARY TO PREPARE SITE FOR STREET AND UTILITY CONSTRUCTION AND HOME BUILDING. AT THE COMPLETION OF MASS GRADING WORK AND SATISFACTORY SITE SOIL STABILIZATION, THE DEVELOPER AND MASS GRADING CONTRACTOR SHALL COORDINATE THE TRANSFER OF NPDES PERMIT RESPONSIBILITIES TO THE STREET AND UTILITY CONTRACTOR AND THE CITY. THE STREET AND UTILITY CONTRACTOR AND CITY WILL THEN ASSUME THE RESPONSIBILITY TO PROVIDE INSPECTION AND MAINTENANCE OF ANY IN-PLACE BMPS AS WELL AS INSTALL THE ADDITIONAL BMPS REQUIRED IN THE STREET AND UTILITY CONSTRUCTION DOCUMENT SWPPP. UPON COMPLETION OF STREET AND UTILITY CONSTRUCTION, THE STREET AND UTILITY CONTRACTOR SHALL REMOVE ANY BMPS INSTALLED DURING THE STREET AND UTILITY PHASE THAT ARE NO LONGER REQUIRED AND COORDINATE THE TRANSFER OF NPDES PERMIT RESPONSIBILITIES BACK TO THE DEVELOPER OR TERMINATE THE PORTION OF THE NPDES PERMIT TRANSFERRED TO THE CITY AND THEIR CONTRACTOR. EROSION CONTROL RESPONSIBLE PARTY: ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD, SUITE 101 WAYZATA, MN 55391 PH: 612-990-0666 CONTACT: TOM GONYEA EM: tom(Mandmn.com STABILIZATION BMPS 1. STRAW/HAY MnDOT TYPE 1 MULCH 2. EROSION CONTROL BLANKET MnDOT CAT. 3 3. HYDROMULCH MnDOT TYPE 5 4. TURF REINFORCEMENT MAT SC250 NORTH AMERICAN GREEN OR EQUAL-MNDOT CAT 6 GRADING ACTIVITY 1. CONCRETE WASHOUT IS DONE TRUCK BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROVIDED AND COMPLETED BY THE CONCRETE CONTRACTOR. SEDIMENT BARRIERS 1. SILT FENCE (MnDOT 3886) 2. CURB LOG 3. ROCK WEEPER INLET PROTECTION DEVICES 1. WIMCO (MnDOT TYPE A & C) 2. INFRASAFE STORM DRAIN/CULVERT 3. SILT SACK (MnDOT TYPE A) 4. DANDY BAG (MnDOT TYPE B) ANTI -TRACKING CONTROL 1. 2" CRUSHED CLEAR ROCK (LAND DEVELOPMENT) TEMPORARY SEED MIX 1. MnDOT-100 (OATS 2. MnDOT202 50(1 DSTABILIZATION)AY I 2 YEAR STABILIZATION) PERMANENT SEED MIX/STABILIZATION 1. MnDOT 270 (RESIDENTIAL TURF) 2. SOD LEGEND: <" EXISTING CONTOUR 789 - PROPOSED CONTOUR PROPOSED RETAINING WALL DIRECTION OF DRAINAGE "'s PROPOSED CATCH BASINS -> PROPOSED STORM SEWER ----------- PROPOSED EASEMENT PROPERTY LINE - - - - SETBACK LINE LOT LINE RIGHT-OF-WAY EXISTING VEGETATION LIMITS (APPROX.) O EXISTING TREE TO REMAIN PRE m SF � PROPOSED SILT FENCE (PRE GRADING) 1__i INLET PROTECTION D N D DO NOT DISTURB AREAS TEMPORARY DRAINAGE ROUTING DURING MASS GRADING 44 ROCK CONSTRUCTION ENTRANCE NOTES: 1. SEE SHEET 7 FOR ALL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS. OPERTY EROSION AND SEDIMENT CONTROL PLAN 6 SHEET 6 of 12 TS N C, JJ 0 I" ) CD O Ln (w) 0._ I Q L n Q) N W C t; f1 (D Ir) O O LP IP, O J{: t::.: O C e PUBLIC ROAD "" "'^'"^ "^` ""'"""' INLET APRON INSTALLED 1B" MIN. Re ROADWAY CUi CONSTRUCT TEMPORARY BERN 0.0AOWAT IN TEMPORARY BERM ON GROUND DOE 10' DIA. FUMBLE � VAR 16 PLASTIC MANAGE PIPE -�\ OE`�+7R RADIUS AS - y RECUT REO 1 WIRE PIPE TO TWO 2• X 2' S TT ` 0� HOT CQNSTNCi DITCH BOL, WORD STAKES EMBEDDED i '�kSYW 10' MIN. IN ME CRWND ���.��� a OEP1M \f -20' MIN. O Y 6'-0• OO 'g, O ROCK DIVERSION MOUND , DESIGN GUJELINES: STORM FREQUENCY: 10 YEAR - 24 HOUR \ MAXIMUM DUNNAGE AREA 5 ACRES `PftOWOEflIPRAP AT CURET MAMMUM DIVERSION: GRADE 5% TEMPORARY DOWN DRAIN ON FILL SLOPE DES IN GUIDELINES: STORM FliEWENCO 2 YEAR - 24 HOUR MAXIMUM DRAINAGE AREA: J ACRES .'.'.'.'.' .SEDIMENT • ', PAD TYPE = W 5 0' MATS _ EXCAVAT&,'- (FT,) AEA • EDGE OF STREAM •.•••••••.• 2' STAKE AT 4' INTERVALS A/ .' A 2.5 }_ INSWEAM _� ' 10 • BISNRDANCE.' SEE PLAN • 4' MIN. DOWNSTREAM M SIRENA FLOW ::�' • NT MATS FOR EACH FL./SL. OF CH FF/E WATER WATER YELMYTY 2 �V\ ` "EDGE CL STREAM --E%CAVATII' 30 (MIN.) AREA VARIABLE. SLOPE A --E" PLAN VIEW MDD 0' MIN. OVERLAP FLOW- - �"-.� --'�•" BCU INSTREAM DISTURBANCED STRAM llR -IB' MIN. DEPTH SECTION A -A MACHINE RI^' - SEDIMENT MAT �IR TYPICAL STREAM BED INSTALLATION DESIGN GUIDELINES: 0 MAXIMUM ROW VELOCITY: 5 FT/SEC. MAXIMUM FLOW DEPT: 2 FT. SLICED 7 2 SILT FENCE, HEAVY EROSION CONTROL GENERAL NOTES: CONSTRUCTOR AREA -PAEPBUTTEO T TWINE OR "Be , TT t rCRTCAL RESOURCE (N£RAND ETC) t t t t t t BALE BARRIERS TO BE USED FOR CRIPCAL PERIMETER CONTROL AREAS Flow ® -4 - -I 4 y4 L 4 8 STAPLES AT Y-0 C. EMBEDMENT METHOD BLANKET METHOD BALE BARRIER DETAIL APPROA BALE 617£: 14' X IB' X 36- LONG 1. NO LAND DISTURBING ACTIVITY SHALL OCCUR UNTIL A GRADING PERMIT HAS BEEN ISSUED FROM THE CITY OF CHANHASSEN AND THE WATERSHED DISTRICT. 2. BEST MANAGEMENT PRACTICES (BMP -S) REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. 3. ALL BMP'S SELECTED SHALL BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, AND ESTIMATED DURATION OF USE. 4. ALL WORK AND MATERIALS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PIANS SHALL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 5. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6, THE BOUNDARIES OF THE LAND DISTURBANCE LIMITS SHOWN ON THE PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. NO DISTURBANCE BEYOND THE DISTURBED LIMITS. 7. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. 8. ESTABLISH A PERMANENT VEGETATIVE COVER ON ALL EXPOSED SOILS WHERE LAND IS COMING OUT OF AGRICULTURAL PRODUCTION. PLANT AS SOON AS POSSIBLE TO ESTABLISH DENSE GRASS FILTER PRIOR TO CONSTRUCTION AND TO MINIMIZE WEED GROWTH. 9. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIPUNE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. 10. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES AND THEY SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 11. SILT FENCE IS REQUIRED AT DOWN GRADIENT PERIMETER OF DISTURBED AREAS AND STOCKPILES. PROTECT WETLANDS, WATERCOURSES AND ADJACENT PROPERTIES FROM SEDIMENTATION AND STORMWATER RUNOFF. 12. THE 8MP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE - PERMITTEE/CONTRACTOR SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITTEE/CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS, AS MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 13. THE BMP'S SHALL BE INSPECTED DAILY BY THE PERMITTEE/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. SILT FENCES CLEANED OR REPLACED AT SEDIMENT BUILDUP OF 1/3 OF THE FENCE HEIGHT. 14. LAND DISTURBING ACTIVITIES SHALL OCCUR IN INCREMENTS OF WORKABLE SIZE SUCH THAT ADEQUATE BMP CONTROL CAN BE PROVIDED THROUGHOUT ALL PHASES OF CONSTRUCTION. THE SMALLEST PRACTICAL AREA SHALL BE EXPOSED OR OTHERWISE DISTURBED AT ANY ONE TIME. 15. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK -BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. 16. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED FROM EROSION WITHIN 7 DAYS OF SUBSTANTIAL COMPLETION OF GRADING IN THAT AREA. TEMPORARY SEED AND MULCH SHALL COVER. ALL EXPOSED SOILS IF GRADING COMPLETION IS DELAYED LONGER THAN 7 DAYS. PERMANENT SEED AND MULCH. OR SOD IS REQUIRED WITHIN 3 DAYS OF COMPLETION OF FINAL GRADING. 17. GENERAL TEMPORARY SEED SHALL BE MNDOT MIX 190 0 100 LBS. PER ACRE OR APPROVED EQUAL. PERMANENT SEED SHALL BE MNDOT MIX 270 ® 120 LBS. PER ACRE OR APPROVED EQUAL. PLANTING DATES PER SPEC 2575) MULCH SHALL BE MNDOT TYPE 1 (CLEAN OAT STRAW) 0 2 TONS PER ACRE AND DISK ANCHORED IN PLACE OR APPROVED EQUAL FERTILIZER SHALL BE 80-80-80 NPK PER ACRE (UNLESS P RESTRICTIONS APPLY) AND INCORPORATED INTO THE SEED BED. 18. WETLAND BUFFER AREAS SHALL BE SEEDED IN ACCORDANCE WITH LANDSCAPE PLAN. 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY( ) T 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER HE TEMPORARY MEASURES ARE NO LONGER NEEDED. 20. AN ALTERNATE EROSION & SEDIMENT CONTROL PIAN SHALL BE REQUIRED FOR LAND DISTURBANCES ON EACH LOT AS PART OF ANY FUTURE BUILDING PERMIT FOR THE CONSTRUCTION. OF STRUCTURES AND DRIVEWAYS. ROCK CONSTRUCTION ENTRANCE 01 `- I DRAINAGE WAY RF T L -- PLAN rtow 4-__fit---- ,S MIN REVERSE GRADIENT SECTION B -B SEDIMENT TRAP DETAIL NOTES: SEE SPECS 2573 3892 & J68A 1 ROCKY AT ENTRANCE CLEAN WORKSITE MUD OFF HOF I TRUCK TOES BEFORE N R IN T ROAD AGE PREVENT AUTO MO MUCKS ENTER MAI DAD. KEEPING MVD OFF E DAMAGE AND KEEP WNSIRUCBE SEDIMENT OUT OF RON TO SYSTEMS AND SEPARATE OM SOIL. MAY BE PLACED UNDER THE ROCK N KEEP ROCKS SEPARATE ROM SOL. @D . 2 FT. MIN.. 20 Fi. MAY OSDe2 FT. ®TWO 21N. X 2 IN. WOOD STAKES OR REINFNDINC BARS IN EACH BALE EMBEDDED 10 INCHES MINIMUM IN ME GROUND. ®PLACE A CATEGORY 3 EROSION CONTROL BLANKET, 6 FT. WADE MINIMUM, CARS ME BALE INSTEAD OF TRENCHING. B(] MIS DETAIL MAY NOT BE ACCEPTABLE FOR WORK ON FLOOD WATERS, SEE GENERAL PUBLIC WATERS PERMIT (GP) 2004-0001. (D LOCATION OF DOWNSTREAM TEMPORARY SEDIMENT COMBW DEVICE, EROSION CONTROL SCHEDULE: MINIMUM DOUBLE -�._ STIRNED SEMIS ALL AROUND SIDE PIECES AND OR FW+ POCKEM FILTER BAG INSERT D (CAN BE INSTALLED IN ANY INLET TYPE WIN OR tN WWI A CURB BOK) I2' TYPE 9 MULCH GROUND LIE °.. °° e°O a°0°e°e° O ry o� P RAN9E5_/ '- CATCH BASH/ MARHOE SEDIMENT CONTROL INLET HAT NOTe ME SEDIMENT CONTROL BARREN SHALL BE A META. OR FLASTC/POLYETNTENE RISER SUED TO Fn LADE ME CATCH BAEN/AM�AOHOIE; HAVE PERFONATONS 10 ALLOW FOR WATER IHFT.1RAlICH: NAVE AN OVERFLOW OPENING. FLANGES AND A UD/COVER. 1. PRIOR TO ANY CONSTRUCTION OR DEMOLITION, SILT FENCE AND FILTERS SHALL BE INSTALLED AS SHOWN TO INTERCEPT RUNOFF. 2. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE -VEGETATED. CONTRACTOR MAY REMOVE NECESSARY SILT FENCING/FILTERS TO CONSTRUCT ROADWAYS, WHILE MAINTAINING ADEQUATE EROSION CONTROL IN ADJACENT AREA. 3. SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT OF 4" OF TOPSOIL FOR DISTURBED AREAS TO BE RE-VEGETATEOI. 4. THE CONTRACTOR SHALL SCHEDULE SITE GRADING, UTILITY INSTALLATION AND PAVEMENT CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE -SEEDED SOON AFTER DISTURBANCE. AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC SHALL BE SEEDED (MnDOT MIX 190 0 100#/AC AND MULCHED OR SODDED WITHIN SEVEN (7) DAYS OF BEING DISTURBED. 5. CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AS INDICATED ON THIS EROSION CONTROL PLAN AND ANY ADDITIONAL REQUIRED BASED ON MEANS, METHODS AND SEQUENCES OF CONSTRUCTION. SEDIMENT CONTROL PRACTICES: 1. SECIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDIAG CURB AND .GUTTER SYSTEMS AND STORM SEWER INLETS. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERMITERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL. FINAL STABILIZATION HAS BEEN ESTABLISHED. 3. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. - 4. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 5. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCES OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. 6. SITE CONSTRUCTION ENTRANCES WILL BE AS SHOWN ON THE PLAN. ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT EACH ENTRANCE. FINAL STABILIZATION: THE CONTRACTOR MUST ENSURE FINAL STABILIZATION NOF THE SITE. THE CONTRACTOR MUST SUBMIT A NOTICE OF TERMINATION (NOT) NOT WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE, OR ANOTHER OWNER/OPERATOR (PERMITTEE) HAS ASSUMED CONTROL OF ALL AREAS OF THE SITE THAT HAVE NOT UNDERGONE FINAIL STABILIZATION. FINAL STABILIZATION CAN BE ACHIEVED IN THE FOLLOWING WAY: ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS MUST BE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COMER WITH A DENSITY OF 70 PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENTMEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND; A. ALL DRAINAGE DITCHES, CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER CONSTRUCTION IS COWPLETE, MUST BE STABILIZED TO PRECLUDE EROSION; B. ALL TEMPORARY SYNTHETIC, AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION;; AND C. THE CONTRACTORS MUST CLEAN OUT MLL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES OR DRAINAGE WAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEAN OUT OF PERMANIENTSASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. X 4' HOE SHAT L FOUR SIDE PANELS) ENDS SECURELY CLOSE) TO PREVENT LOSS OF AGGREGATE nLL Be PG. ZIP TE. BUR r \JI ROCK LOG/COMPOST LOG J/16' THICK (MI.) STEEL COVER 6 . DIAMETER _....- 1 POLYETHYLENE \ LY , 01 el TUBE RISER. I an R See ES SSE MOM \% �\/ NA / RES SILT FENCE RING AND ROCK FILTER BERM USE WERE INLET DRAINS IN AN MCA NIM SLOPES AT 1:3 w LESS EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: 1. INSPECT SILT FENCES IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL IMMEDIATELY REPAIR FAILED OR FAILING SILT FENCE. 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN R DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-THIRD THE HEIGHT OF THE BARRIER. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING GRADE, PREPARED. AND. SEEDED WITH THE APPROPRIATE SEED MIX, OR SODDED AS DIRECTED BY THE ENGINEER. 4. REMOVAL OF SILT FENCE - SILT FENCES SHALL BE REMOVFD WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPWARD SLOPING AREA HAS BEEN PERMANENTLY STABILIZED. IF THE UPWARD SLOPING AREA IS TO BE EXPOSED LONGER THAN SIX (6) MONTHS, THAT AREA SHALL BE COVERED WITH TEMPORARY VEGETATION WHEN FIRST EXPOSED. 5. THE CONTRACTOR MUST ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. 6. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED IN WRITING AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE: A. DATE AND TIME OF INSPECTIONS; B. NAME OF PERSON(S) CONDUCTING INSPECTIONS; C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS; D. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVIES. E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCH (0.5 INCHES) IN 24 HOURS: F. DOCUMENTS OF CHANGES MADE TO THE SWPPP AS REQUIRED IN PART III.A.4. 7. WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, BUT WORK REMAINS ON OTHER PARTS OF SITE, INSPECTIONS OF THE STABILIZED AREAS MAY BE REDUCED TO ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE PLACE AS SOON AS RUNOFF OCCURS AT THE SITE OR PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. POLLUTION PREVENTION MANAGEMENT MEASURES: THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE: 1. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILUNGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER. WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 2. HAZARDOUS MATERIAL: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 3. CONCRETE WASHOUT IS DONE TRUCK BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROVIDED AND COMPLETED BY THE CONCRETE CONTRACTOR. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. L 9 L B del7y:F9G[B7Fyi1SS•LI�rZ•r.>I.yIL SECTION SECTION (UP POSmoN) (DOWN PoSIM) POP-UP HEAD INLET SM MAX NOTES: SEE SPECS 2573, 3137, 3088 & ASH. MANUFACTURED ALTERNATIVES UStED ON MPAbOTS APPROVED PRODUCTS LIST MAY BE SUBSTITUTED, Q ALLREGEO TUEEET�SPOU INLET PROMOTION SHALL BE MONCFMMENT IN BOM Q FINISHED SM. INCLUDING PON(EM WHERE REWIRED SHALL EXTEND A MINIMUM OF 10 WORKS AROUND ME PERIMETER TO FACILITATE MANAR ANCE OR REMOVAI O INSTALLATION NOTE£ DO NOT INSTALL FILTER SAO INVERT IN INLETS SHALOMER THAN 30 INCHES, MEASURED FROM THE EOITOM OF ME INLET TO ME TOP OF THE GRAIN£ ME iii INSTALLED BAG SHALL NAYS A MINIMUM WE CLEARANCE W 3 INCHES BETWEEN ME INLET YWR B AHO ME BAG. MEASURED AT ME 91 OF ME OVERFLOW HOLES WHERE NECESSARY THE CONTRACTOR SHALL WNNN ME BAG USNG PLASTIC DP TES. TO ACHIEVE ME 3 INCH SM CLEARANCE Q4 RAP BONES SHA I BE LARGE ENOUGH TO ACCEPT WOW 2 INCH X 4 INCH Ofl USE A ROC( SOCK OR BAND BADS IN PLACE OF ME FAP PONIES. Q SON( HEIGHT MUST NOT BE SO HIGH AS TO SLOW DOWN WATER MLWATGN TO CAUSE FLOOGNG OF THE ROADWAY. Q GEOTEXTLE SOCK BETWEEN 4-10 FEET LONG AND 4-e INCH DIAMETER SEAM TO BE JNNED BY TWO ROWS OF STTYNINC WON A PLASTIC MEW BACKING OR PROVIDE A HEAT BONDED SEAM (GR APPROVED MONUMENT). NLL RON LOG 11 OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLE PARTCLES OF COARSE AGGREGATE CONFORMING TO SPEC 3137 TABLE 3137-I: CA -3 GRADATION. PAD WIDTH = 60'-70' (SEE PLAN) PAD TYPE = W 5 FT. MAX. SPACING 36'1 VBCE (FT,) A= GROSS H.D. 3.0 B= TOPSOIL RESPREAD 0.5 C= NET H.D. 2.5 D= F.G. GFE TO F.G. REAR EL 10 E= BENCH LENGTH SEE PLAN F= SLOPE & REAR FLAT LENGTH SEE PLAN G= OVERSIZING 5 H= S/G SLOPE (X' VERT. TO 1 HORIZ.) 2 1= F.G. TO TOP OF BLACK 0 RFL 0 J= BLDG SETBACK 30 (MIN.) TI 1"-2" CLEAN CRUSHED ROCK A•. V AL-` 8C • •6 t, a Zr�� •4 � J • M - • • ••* 18" MINIMUM CUT OFF BERM -� TO 'MINIMIZE RUNOFF FROM SITE FILTER FABRIC NO -E: FILTER FABRIC SHALLBE PLACED UNDER ROCZ TO STOP MUD MIGRATION THROUGH ROCK. CNI QF ROCK CONSTRUCTION ENTRANCE REVISED: 1-10 FILEDEPARTMENT PATE NO.: 5301 FILE NAME: G: NC SPECS 5301 (HORIZ. DIST. TO 1' VERT.) LOOK OUT AND WALK OUT PADS NOT TO SCALE ALL NUMBERS IN FEET HOLD DOWN DETAILS ANCHORTRENCH (SEE DETAIL AND NOTES BELOW) STAPLE PATTERN/DENSITY SHALL FOLLOW MANUFACTURERS SPEUFICATIONS OVERLAP END JOINTS MINIMUM OF a AND STAPLE OVERLAP AT I.5' INTERVALS OVERLAP LONGITUDINALJOINTS MINIMUM. SOF 6" ANCHOR TRENCH 1. DIG6" X TRENCH 1' i0 3' 2. LAY IAA BLANKET IN TRENCH STAPLE AT INTERVALS Z A BACKFILL WITH H T LL TL AND COMPACT B. BLANKET LENGTHH SHASHAH NOT EXCEED 100' WITHOUT AN ANCHOR TRENCH ' 6 1: NOTE: SLOPE SURFACE SHALL BE I REE OF ROGKS, SOIL CLUMPS, SUCKS, VEHICLE IMPRINTA AND GRASS. BLANKETS SHALL HAVE GOOD SOIL CONTAC,; EROSION CONTROL BLANKET INSTALLATION 5 FT. MIN. LENGTH STEEL POST 5 FT. MAX. SPACING 36'1 VBCE AT 6 FT. MAX. SPACING ° FT. MIN. LENGTH STEEL POST AT 6 FT, MAX. S -ACING 3885 CATEGORYY 3 3 EROSION P'_ASTIC ZIP .TES C6 VADE FABRIC �36 SHOE ZIP ITE) 36 )NICE FABRIC `SPI 'NIDE (50 LB. IEYSILE) ISO LR (50-B. TENSILE) ASPIC ANCHORAGE I LOCATED IN TDP 8" TRE COMPACTION ZONE LOCATED IN TOP a' MEAICIi.BACK9LL W1Ti TROUPED COUAR W ..- :°W NATURAL SOIL i FLG'W FLOW CAN. FLOW UO 7w ZD VARIABLE. SLOPE A --E" '-�T L MDD E i✓ NOTES: 6'MIN. SILT FENCE PER NINDOT SPECS, SOURCE 2G05 GREATER THAN 20% 15 FEET SEE sPEcs. 2573 & 3386. MACHINE RI^' - Q iD Protect Area From Sheet Flow �IR 6" - 11"- DEPTH! Nul 0 F SI OPG SILT FENCE, MACHINE SLICED 7 2 SILT FENCE, HEAVY OUT-Y(p2) 5 FT, MIN. LENGTH STEEL POST ^EOTEXTILE FABRICAT (E DRAINAGE WAY 5 FT. MAX. SPACING 36'1 VBCE STAPLES 3885 CATEGORYY 3 3 EROSION FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL "PIPE FOR BASIN DIMENSIONS AND STANDPIPE & ROCK W NOTES: a COUAR W ..- :°W MnDOT 3601 CLASS I:I RIP RAP Zo m Z CO SILT FENCE TO BE PLACED ON CONTOUR. SEE SLOPE/GRADE zG AND LENGTH CRITERIA 91 OW MIN. - SILT FENCE, PREASSEMBLED1 2 ' VARIABLE. SLOPE A --E" '-�T L SLOGS GRADE MAX LENGTH LE55 THAN 29. 100 FEET 2 - 5-% 75 °EET 5 -10% 50 FEET NOTES: 10 - 20 % 25 FEET SILT FENCE PER NINDOT SPECS, SOURCE 2G05 GREATER THAN 20% 15 FEET SEE sPEcs. 2573 & 3386. LOCATION OF SILT FENCE Q iD Protect Area From Sheet Flow FOR SEDIMENT CONTROL Q MT0.rrD1' G,mtI1bUthC A`9D: I ACF. F SI OPG VABI IDES" E 6 DES, SILT FENCE NEAR TOE OF -----�� SLOPE OU -SIDE OF CGNSiRUCTCM LIMITS LOCATTON OF SILT FENCE -OR PEREMITER CONTROL p or SILT FENCE REVISED: 3-12 PLATE NO.: ENGINEERING DEPARTMENT 5300FILE NAME G ENG\SPECS 5300 1 (E DRAINAGE WAY BERM STABILIZED E O I. PIAN_VIEW 3885 CATEGORYY 3 3 EROSION FEET/ACRE. - OVERFLOW CONTROL BLANKET "PIPE FOR BASIN DIMENSIONS AND STANDPIPE & ROCK ANTI -SEEPAGE NOTES: PIPE COUAR BASIN USED FOR 10 ACRES MnDOT 3601 CLASS I:I RIP RAP -"PIPE DRAINAGE AREA OR MORE A OUTLET A DESIGN RUNOFF VOLUME IS FROM A 2 -YR 24HR STORM '-�T L J PER ACRE DRAINED. T-0 THE (E DRAINAGE WAY BASIN. BASIN VOLUME MUST BE A MIN. OF 1800 CUBIC FEET/ACRE. - OVERFLOW SEE PLANS/SPECIFICATIONS FOR BASIN DIMENSIONS AND 16' PIPE SIZE AND SLOPE. L VARWBLE MIN. PIPE -EMERGENCY OVERFL OW- TYPE III GEOTEXULE MnDOT 3601 CLASS I:I RIP RAP 11. SECTION A__A 6" BELOW OVER MOOT 3733 TYPE UI 10 -YR STORM GEOTEXTILE FABRIC OURET-SMnDOT L, _ 3601QA5'S PUP RAP OVER Mn/0T 3733 PIPE -3 Y TYPE III GEOTEXULE FABRIC ANUSEEPAGE COLLAR (IVP.) - Ili- BASIN STANDPIPE AND EMERGENCY OVERFLOW MONOFILAMENT � EMERGENCY OVERFLOW GEOTEXRLE FABRIC PER J / / MNDOT TABLE 38661 (MACHINE SLICED); PERFORATED Z� > STANDPIPE i( j d/ 1'-2"DIAM. ROCK, CONE EQUAL TO hZ ID ,NIJA' TEMPORARY SEDIMENTATION BASIN STANDPIPE OUTLET /UNDISTURBED VEGETATION F 4 TRACKED EQUIPMENT TREADS CREATE GROOVES 'sY - PERPENDICULAR TO SLOPE DIRECTION. NOTE: ALL SLOPES WITH A GRADE EQUAL TO OR STEEPER THAN 3:1 REQUIRE SLOPE TRACKING. SLOPES WITH A GRADE MORE GRADUAL THAN 3:1 REQUIRE SLOPE TRACKING IF THE STABILIZATION METHOD IS EROSION CONTROL BLANKET OR HYDROMULCH. SLOPE TRACKING _ _.._ , I HEREBY CERTIFY THAT TIHIS PLAN, pRO.iECT TEAM DATE ISSUE DATE ISSUE 5PECTFICATION, OR REPORT WAS ;j���� PREPARED BY ME OR UNDER MY DESIGNCD: MPR 6-5-15 CITY SUBMITTAL (��! g 233 PafIC AVeJ, St2 3�0 DIRECT SUPERVISION AND THAT I DRAWN: ,PLN 6.16 -IS CITY COMMENTS � � � � �.��� � �� � � �� � ///��� .tt� � j��l AM A DULY LICENSED ��/ i� / •••��� 41�I�.AM, Minneapolis, MNrJJ4�cJ FROFESSIONALENGINEER UNDER FROJECTNO: 215-0030 THE LAWS OF THE STATE C)F 612.758.3080 MAIN M1rrNEsoTA ���������� ���� ��� iW r� ���l�) \.T EROSION AND SEDIMENT CONTROL 15250 WAYZATA BOULEVARD 612J58.3099 Pax L�� SUITE 101 A L L I A N T MARK BAUSCH, PE QA/QC REVIEW WAYZATA, MN 55391 www.alliant-inc.com CT7f RMTTT A T N TE ET I LT T PHONE 1612) 99O-O6B6 ENGINEERING DATE LICENSE NO. BY DATE ►J V 1J1�11 1 1 L�1.-J S1.lEE 1 7 Of IZ 0 0 Al I SAN MH 3 Lc 0I EX HYDRANT N 0 0 O DO 0 n I L n a 01 c 0 Q / O O 0 LO W a W 0 } iE 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PHONE (612) 990-0666 LEGEND: EDGE OF WETLAND WETLAND OUTLOT A EDGE OF WETLAND - -EDGE OF WETLAND / FES 5 WN l EDGE OF WETLAND / - --4 7// / \ / 7�// \� I OCS 3 UNDERGROUND (PERFORATED INFILTRATION I I \ > SUMP STORAGE (48" I ] -- _ _ I ) PERFORATED HDPE I I -I I PIPE) I I CB 1 j L_ _ CBMH 4 40 1v� AKE LUCY ' PROPOSED STORM SEWER ► ► PROPOSED SANITARY SEWER -[-I- PROPOSED WATERMAIN `; PROPOSED CATCH BASIN ® PROPOSED SANITARY MANHOLE N PROPOSED GATE VALVE PROPOSED HYDRANT EXISTING GATE VALVE {� EXISTING HYDRANT - - EXISTING WATERMAIN EXISTING CATCH BASIN EXISTING STORM MANHOLE - - - - EXISTING STORM SEWER EXISTING SANITARY MANHOLE ----- --------- EXISTING SANITARY SEWER - -wL- -wL- WETLAND LIMITS 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX A L L I A N T www.alliant-inc.com E N G I N E E R I N G 186 LF DIRECTIONAL BORE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA MARK RAUSCH, PE DATE LICENSE N0. EX SAN MH IE 1001.04 (PER RECORD DRAWING PROJECT TEAM DESIGNED: MPR DRAWN: PLN PROJECT NO: 215-0030 QA/QC REVIEW BY DATE Y Q J L'7 SAN H 2 � I I VIS I ,I l�I �I /I 8" W/M / I / I / I EX H ANT kNT w/ TE -w N k t a*" if T 011 E ag4 4 I1 ih 9t u T k f; Tt,� .RFI ! l v„P I DATE ISSUE DATE ISSUE STORM SEWER NOTES: 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. 5. ALL STORM SEWER WORK SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING GUIDELINES. 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT 'TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" LATEST REVISION, FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. 9. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL IE+PIPE DIA. 48" PERFORA HDPE IE ELEV IE -.5 FT QPOROUS STONE MINIMUM 40% VOID SPACE. (1"-2" WASHED, CLEAN UTILITY NOTES: 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. WATER AND SANITARY SEWER LINES TO MAINTAIN 10' VERTICAL SEPARATION. LOWER WATERMAIN AS NECESSARY, 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER AND WATERMAIN CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. 5. ALL UTILITY WORK WITHIN THE R.O.W. SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING GUIDELINES. 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT 'TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" LATEST REVISION, FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. 8. ALL SANITARY MANHOLES TO BE 48" DIAMETER CONCRETE W/NEENAH R-1642 CASTING, UNLESS NOTED OTHERWISE. 9. WATERMAIN, SERVICES, AND VALVES SHALL BE INSTALLED WITH MINIMUM 7.5' OF COVER. 10. WATER SERVICES SHALL BE 1" DIA. TYPE "K" COPPER, W/ 1" CORP. STOP + 1" CURB BOX. 11. SEWER SERVICES SHALL BE 4" PVC SCH 40 MINIMUM 2% SLOPE UNLESS OTHERWISE NOTED ON THE PLANS. 12. WATER SERVICES MAY BE PLACED IN SAME TRENCH AS SEWER SERVICES PROVIDED THAT A 24" VERTICAL & A 36" HORIZONTAL SEPARATION ARE MAINTANED. 13. ALL CURB BOXES SHALL BE ADJUSTED TO AN ELEVATION OF 1" BELOW FINISHED GRADE. 14. ALL 6" AND 8" WATERMAIN SHALL BE C900 PVC. AGGREGATE. EXTEND POROUS STONE A MIN. OF 6" BELOW AND TO THE SIDES OF RC SUMP SECTION) QEXTEND POROUS STONE 6" BELOW AND TO THE SIDES OF HDPE QLINE POROUS STONE MEDIUM WITH NON -WOVEN GEOTEXTILE FABRIC ® STRUCTURAL FILL 48" PERFORATED HDPE UNDERGROUND STORAGE DETAIL SANITARY SEWER SCHEDULE: '.D 72" MANHOLE TO TOP SLAB. -Y4" PERFORATIONS 0 90' INTERVALS AROUND MANHOLE. STAGGER PERFORATIONS AT 6" VERTICAL INTERVALS. LINE POROUS STONE MEDIUM WITH GEOTEXTILE FABRIC. 3' - 72" MANHOLE SECTION 1"-2" WASHED, CLEAN AGGREGATE. EXTEND POROUS STONE A MIN. OF 12" BELOW AND TO THE SIDES OF RC SUMP SECTION, .UNDISTURBED SUBGRADE 36" DEEP PERFORATED SUMP OCS MH PIPE PIPE PIPE INVERT INVERT RIM ELEV STRUCTURE MANHOLE PIPETYPE FROM TO O.D. SLOPE LENGTH FROM TO SIZE BUILD MHICB N i P.SLOPE P Mat LO 1001.34 TO 0 Cover STIR. N M H 1 EX M H 8 0.0192 185.8 X 1001.44 1031.05 48 26.05 HDPE DR I I M H 2 M H I 8 d 88.0 1012.14 C 1027.78 48 15.64 SDR -26 PVC 0 15 30 60 MH 1 8 0.0040 6 1 1006.26 1005.10 o 48 SCALE IN FEET iE 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PHONE (612) 990-0666 LEGEND: EDGE OF WETLAND WETLAND OUTLOT A EDGE OF WETLAND - -EDGE OF WETLAND / FES 5 WN l EDGE OF WETLAND / - --4 7// / \ / 7�// \� I OCS 3 UNDERGROUND (PERFORATED INFILTRATION I I \ > SUMP STORAGE (48" I ] -- _ _ I ) PERFORATED HDPE I I -I I PIPE) I I CB 1 j L_ _ CBMH 4 40 1v� AKE LUCY ' PROPOSED STORM SEWER ► ► PROPOSED SANITARY SEWER -[-I- PROPOSED WATERMAIN `; PROPOSED CATCH BASIN ® PROPOSED SANITARY MANHOLE N PROPOSED GATE VALVE PROPOSED HYDRANT EXISTING GATE VALVE {� EXISTING HYDRANT - - EXISTING WATERMAIN EXISTING CATCH BASIN EXISTING STORM MANHOLE - - - - EXISTING STORM SEWER EXISTING SANITARY MANHOLE ----- --------- EXISTING SANITARY SEWER - -wL- -wL- WETLAND LIMITS 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX A L L I A N T www.alliant-inc.com E N G I N E E R I N G 186 LF DIRECTIONAL BORE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA MARK RAUSCH, PE DATE LICENSE N0. EX SAN MH IE 1001.04 (PER RECORD DRAWING PROJECT TEAM DESIGNED: MPR DRAWN: PLN PROJECT NO: 215-0030 QA/QC REVIEW BY DATE Y Q J L'7 SAN H 2 � I I VIS I ,I l�I �I /I 8" W/M / I / I / I EX H ANT kNT w/ TE -w N k t a*" if T 011 E ag4 4 I1 ih 9t u T k f; Tt,� .RFI ! l v„P I DATE ISSUE DATE ISSUE STORM SEWER NOTES: 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. 5. ALL STORM SEWER WORK SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING GUIDELINES. 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT 'TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" LATEST REVISION, FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. 9. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL IE+PIPE DIA. 48" PERFORA HDPE IE ELEV IE -.5 FT QPOROUS STONE MINIMUM 40% VOID SPACE. (1"-2" WASHED, CLEAN UTILITY NOTES: 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. WATER AND SANITARY SEWER LINES TO MAINTAIN 10' VERTICAL SEPARATION. LOWER WATERMAIN AS NECESSARY, 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER AND WATERMAIN CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. 5. ALL UTILITY WORK WITHIN THE R.O.W. SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING GUIDELINES. 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT 'TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" LATEST REVISION, FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. 8. ALL SANITARY MANHOLES TO BE 48" DIAMETER CONCRETE W/NEENAH R-1642 CASTING, UNLESS NOTED OTHERWISE. 9. WATERMAIN, SERVICES, AND VALVES SHALL BE INSTALLED WITH MINIMUM 7.5' OF COVER. 10. WATER SERVICES SHALL BE 1" DIA. TYPE "K" COPPER, W/ 1" CORP. STOP + 1" CURB BOX. 11. SEWER SERVICES SHALL BE 4" PVC SCH 40 MINIMUM 2% SLOPE UNLESS OTHERWISE NOTED ON THE PLANS. 12. WATER SERVICES MAY BE PLACED IN SAME TRENCH AS SEWER SERVICES PROVIDED THAT A 24" VERTICAL & A 36" HORIZONTAL SEPARATION ARE MAINTANED. 13. ALL CURB BOXES SHALL BE ADJUSTED TO AN ELEVATION OF 1" BELOW FINISHED GRADE. 14. ALL 6" AND 8" WATERMAIN SHALL BE C900 PVC. AGGREGATE. EXTEND POROUS STONE A MIN. OF 6" BELOW AND TO THE SIDES OF RC SUMP SECTION) QEXTEND POROUS STONE 6" BELOW AND TO THE SIDES OF HDPE QLINE POROUS STONE MEDIUM WITH NON -WOVEN GEOTEXTILE FABRIC ® STRUCTURAL FILL 48" PERFORATED HDPE UNDERGROUND STORAGE DETAIL SANITARY SEWER SCHEDULE: '.D 72" MANHOLE TO TOP SLAB. -Y4" PERFORATIONS 0 90' INTERVALS AROUND MANHOLE. STAGGER PERFORATIONS AT 6" VERTICAL INTERVALS. LINE POROUS STONE MEDIUM WITH GEOTEXTILE FABRIC. 3' - 72" MANHOLE SECTION 1"-2" WASHED, CLEAN AGGREGATE. EXTEND POROUS STONE A MIN. OF 12" BELOW AND TO THE SIDES OF RC SUMP SECTION, .UNDISTURBED SUBGRADE 36" DEEP PERFORATED SUMP OCS MH PIPE PIPE PIPE INVERT INVERT RIM ELEV STRUCTURE MANHOLE PIPETYPE FROM TO O.D. SLOPE LENGTH FROM TO SIZE BUILD MHICB EX MH P.OIA. P.SLOPE P Mat PIPE 1001.34 TO RIM Cover STIR. CAST M H 1 EX M H 8 0.0192 185.8 1005.00 1001.44 1031.05 48 26.05 HDPE DR I I M H 2 M H I 8 0.0800 88.0 1012.14 1005.10 1027.78 48 15.64 SDR -26 PVC MH3 MH 1 8 0.0040 1 288.5 1 1006.26 1005.10 1 1021.00 48 1 14.74 1 SDR -26 PVC STORM SEWER SCHEDULE: DESIGN STORM FREQUENCY - IO YEARS *MANHOLES HAVE Y DEEP SUMPS GLACCUM PROPERTY 8 PRELIMINARY PLAT AND REZONING STORM SEWER AND UTILITY PLAN SUBMITTAL SHEET 8 of 12 MHICB AREAISF] P.OIA. P.SLOPE P Mat PIPE FROM TO RIM Cover STIR. CAST BUILD Pipe FROM TD TOTAL IMPERVIOUS D[INI S[FTIFTI LENGTH [FT] INVERT INVERT ELEV [FT] TYPE TYPE [FTI Class CB 100 MH 2 36878 19776 12 0.0200 RC MA 1.02390 1022.27 1027.000 2.80 24x36 R -3067-V 4.00 5 M112* OCs 3 0 0 48 0.0020 HDPE 1.00.0 1015.00 1014.80 1028.180 8.98 72 R-1.642 13.18 ADS OCS 3* CBMH 4 0 0 12 02700 RCP 44.2 1019.00 1007.07 1023.00 Ci 2.80 72 R-4342 12.20 5 CBMH 4 FES 5 0 0 12 0.0100 RCP 42.0 1002.40 1001.98 1011.000 7.40 48 R-4342 8.60 5 *MANHOLES HAVE Y DEEP SUMPS GLACCUM PROPERTY 8 PRELIMINARY PLAT AND REZONING STORM SEWER AND UTILITY PLAN SUBMITTAL SHEET 8 of 12 Aw��WA D / TREE INVENTORY & CALCULATIONS IEDGE OF WETLAND i f 674r ti �-1 8' r 1528 I. r @ �1``k�4oe,. o f WETLAND rLANO / �9 rtt �1r■1'7 5�1r 4s I 1– 105 24r I 9 �`WETLAND �7 9 0/ 1 7` 167OUTLOT As 15 2_61652 EDGE OF WETLAND 151 1651– r r— � p t� r1 1512 it I EDGE OF WETLAND 1530 t _ .... r , t / YC -J l 1,;D 13' 1569 1518''. 1514j �1 1572 % I 1 _ + 168 t, { 1,57 +,♦ + 570 �� 6 �� / 1 r 5 r r 1 7 � t r `-1522 € 67 y °I158 158�� ^� � r r y , 1 r - /t O 1\` 1 '31 1544 A 1555 „,f � 1tr 158 5¢Q7 32 1644' 685 1533 1542W 6 1 64 � _r — i 0 II 1650w 155 ._ ._ ' J Q 11599 15 19-- 1 1598 s _ _. ..,.-_ - it 1592'– = 1594, 1561 15 37 9: 0 60 ✓ `„ ti ._ _ ~ - f` 91 �.T 1562- t,r jetr1. �I - 1 - 15 Y 166 1552 19^ z � X93 _ 1590 _ - 1534 }< 1 1597 i - _, � , 1 �48 _ 96 i 1 95 € 59 " . _ --_ �t ' F r w - �7 f -� 1558 r ,.. W r Ln O ! 11560 1 r I � r C i I r I I 0 11 . 2.3 a f i j 1 ' `, 549 1535 l n f u„__......._. _ o ._.._ t r LAKE r/ LUCY ' ! - c _ ff _. 3mS 10 ROAD 0 C? r^ i TAG NO D.B.H. (IN) TOTAL D.B.H. (IN) COMMON NAME REMOVE REMOVE INCHES REMOVE NOTES REMARKS EXEMPT TOTAL 1502 19 15 BOX ELDER BOX IN 1503 15,15 17 ELM BOX X CDT, 1504 13 13 BASSWOOD BOX X LN 1505 19 15 BASSWOOD BOX + 1506 12 10 BASSWOOD BOX + 1507 16 16 ASH BOX CDT 1508 18 16 ASH BOX CDT 1509 20 18 ELM BOX + 1510 10 18 BASSWOOD X 10 DEI, LN 1511 15 16 BASSWOOD X 15 1512 14 12 BASSWOOD X 14 + 1513 12 14 BOX ELDER X 12 + 1514 10 16 SUGAR MAPLE X 10 + 1517 20 12 BOX ELDER X 20 LN, CAV 1518 11 16 BASSWOOD BASSWOOD X + 1519 24 20 ELM X 24 + 1520 24 16 ASH X 24 + 1521 17 16 ASH X 17 16 1522 17 14 ASH X 17 LN, CDT 1523 15 16 ASH X 15 CDT 1524 12 16 ASH X 12 SEN 1525 21 14 ASH X 21 14 1526 9 12 BOX ELDER ASH + 1527 16,16 12 ELM ASH CDT 1528 14 14 ASH ASH OFFSITE 1529 12 16 ASH BOX 1530 30 9 RED OAK BOX 1531 17 13 BOX ELDER BOX LN, CDS 1532 21 11 BOX ELDER BOX + 1533 27 17 BOX ELDER BOX X CDS, OK 1534 25 14 ASH X 25 CDT' 1535 28 12 SUGAR MAPLE BOX SP. 1536 16 14 BOX ELDER X 16 + 1537 25 14 ELM X 25 DEADREM 1538 13 10 HACKBURY X 13 + 1539 15 14 BOX X 15 1540 16 18 ASH X 16 1541 18 14 ASH Box + 1542 13 12 ASH SUGAR MAPLE DEAD 1543 32 16 WHITE POPLAR X 32 ILN 1544 20 13 BOX ELDER X 20 + 1545 17 14 WHITE POPLAR X 17 1546 22 12 ASH BOX 1547 17 16 BOX ELDER X 17 LN, DEAD LIMB 1548 31 12 WHITE OAK X 31 SP. 1549 11 11 ASH BOX OFFSITE 1550 12 11 BOX X 12 LN 1551 15 13 BOX X 15 LN 1552 15 20 BASSWOOD X 15 +, CDT IN 1553 10 17 BOX X 10 LN 1554 12 15 BOX X 12 15 1555 15 19 BOX BOX X 5EV, STEM, REM 1556 15 14 BASSWOOD BOX CDT, 8" 1557 13 20 ASH BOX + 1558 12 17 ASH X 12 + 1559 15 11 ASH X 15 1560 12 11 WHITEOAK X 12 + 1561 13 17 BOX ELDER X 13 + 1562 12 16 BASSWOOD X 12 + 1563 15 14 BOX BOX: SEV, TERM 1564 10 14 BOX X 10 LN 1565 11 14 BOX X 11 LN 1566 16 16 BOX BOX ELDER X OFFSITE 1567 13 19 BOX BOX X 19 1568 16 19 BOX BOX ELDER 1569 20 14 RED OAK BOX 1569 20 15 BOX BOX ELDER DBR, SEN 1570 12 22 BOX ELM X LN 1571 17 10 BOX BOX + 1572 14 12 BOX BOX LN, CAV 1573 12 13 BOX ELM LN, CAV 1574 16 22 BOX ELM 1575 14 11 BOX BOX X ILN TAG NO D.B.H. (IN) TOTAL D.B.H, (IN) COMMON NAME REMOVE REMOVE INCHES EXEMPT REMOVE NOTES REMARKS TOTAL 1576 15 BOX + 1577 17 BOX X 17 + 1578 13 BOX X 13 + 1579 15 BOX 1580 10 BOX + 1581 16 BOX 1582 16 BOX 1583 18 BOX LN 1584 18 BOX LN 1585 16 BOX LN 1586 12 BOX X 12 + 1587 14 BOX X 14 1588 16 BOX X 16 LN 1589 12 BOX X 12 LN 1590 16 BASSWOOD X 16 CDT 9, 4,5 1591 20 ASH X 20 1592 16 BASSWOOD X 16 CDT 1593 16 BASSWOOD X 16 CDT 1594 14 BASSWOOD X 14 CDT 1595 16 BASSWOOD X 16 CDT 1596 16 ASH X 16 1597 14 BASSWOOD X 14 1598 12 ASH 1599 12 ASH LN 1600 14 ASH LN 1641 16 BOX SEN 1642 9 BOX 1643 13 BOX + 1644 11 BOX 1645 17 BOX X 17 DAM, SEN, REM 1646 14 BOX LN 1647 12 BOX + 1648 14 BOX LN 1649 14 BOX LN, SEN 1650 10 BOX X 10 1651 14 BOX LN 1652 18 BOX LN .1653 14 Box LN 1654 12 SUGAR MAPLE + 1656 16 BOX IN, DAM 1657 13 BOX LN, DAM TERM 1658 14 BOX LN 1659 12 BOX LN 1660 16 BOX LN 1662 12 BASSWOOD X 12 1663 11 BOX 1664 11 BOX SEN, REM 1665. 13 BOX X 13 IN, SEN, REM 1666 20 BOX + 1667 17 BOX X 17 LN 1668 15 BOX X 15 OK 1669 19 BOX X 19 LN 1670 14 BOX LN, DAM TERM 1671 20 BOX ROT, LN 1674 17 BOX LN 1675 11 BOX + 1676 11 BOX + 1677 17 BOX DAM, LN 1678 16 BOX 1679 14 BOX: LN 1680 14 BOX X 14 1681 14 BOX X 14 1682 — 16 BOX ELDER X 16 LN 1683 19 BOX X 19 LN, CAV 1683 19 BOX ELDER IN 1684 14 BOX LN, SEN 1685 15 BOX ELDER 1686 22 ELM X 22 + 1687 10 BOX + 1688 12 BOX LN 1689 13 ELM + 1690 22 ELM + 1695 11 BOX X 11 CAV, LN TOTAL DIA. IN = 2237 LL r .. 0< I KEY I LN —DENOTES TREE IS SUCCEPTIBLE TO WIND THROW IF SOLITARY _c CAV - DENOTES TREE PRESERVATION NOTES. DAM — DENOTES VTREE SHOWINGISIBLE SIGNSS SIGCAVITY AND NS OF DAMAGET t �— 1. BEFORE ANY CONSTRUCTION OR GRADING OF DEVELOPMENT PROJECT IS TO OCCUR, A TREE PROTECTION DAM TERM — DENOTES A TREE THAT HAS LOST ITS TERMINAL STEM LEADER O LEGEND I' I SEN — DENOTES SENESCENCE OR A TREE IN A STATE OF DECLINE EITHERE DUE TO �� (( FENCE (AT LEAST 4 FEET IN HEIGHT AND STAKED WITH POSTS NO LESS THAN EVERY 5 FEET) SHALL AGE, DISEASE OR INFESTATION W I! BE INSTALLED AROUND THE DRIP LINE OF WOODED AREAS, THE DRIP LINES OF EXISTING TREES TO BE CDT — DENOTES A MULTIPLE STEMMED TRUNK AND IS OR MAY BECOME INCLUDED. O 11 PRESERVED OR AT THE PERIMETER OF THE CRITICAL ROOT ZONE (WHICHEVER IS .GREATER). SIGNS DBR — DENOTES SIGNIFICANT DEAD LIMB WITH POTENTIAL FOR SEPARATION MO -1524 Q f`r SHALL BE PLACED ALONG THIS FENCE LINE IDENTIFYING THE AREA AS A TREE PROTECTION AREA AND REM — DENOTES REMOVE; TREE SHOULD BE REMOVED DUE TO DEFORMITY OR O J nt, PROHIBITING GRADING BEYOND THE FENCE LINE. THIS FENCE MUST REMAIN IN PLACE UNTIL ALL SENESCENCE Ln N { EXISTING TREE TO REMAIN GRADING AND CONSTRUCTION ACTIVITY IS TERMINATED. + - DENOTES A QUALITY TREE Ln -1524 II 2. NO EQUIPMENT, CONSTRUCTION MATERIALS OR SOIL MAY BE STORED WITHIN THE DRIP LINES OF ANY SIGNIFICANT TREES TO BE PRESERVED. CN IEXISTING TREE TO BE REMOVED N x3. NO ENCROACHMENT, LAND DISTURBANCE, GRADE CHANGE, TRENCHING, FILLING, COMPACTION OF CHANGE X 1524 v v € �- -.. t r \ � E. _.. . � -.. f v i.. _ IN SOIL CHEMISTRY SHALL OCCUR WITHIN FENCED AREAS PROTECTING SIGNIFICANT TREES. I ; EXISTING TREE (OFFSITE) 4. CONTRACTOR TO PREVENT THE CHANGE IN SOIL CHEMISTRY DUE TO CONCRETE WASHOUT AND LEAKAGE OR SPILLAGE OF TOXIC MATERIALS, SUCH AS FUELS OR PAINTS. 5. DRAINAGE PATTERNS ON THE SITE SHALL NOT CHANGE CONSIDERABLY CAUSING DRASTIC ENVIRONMENTAL ■ ■ ■ ■ ■ TREE PROTECTION LIMITS/ CHANGES IN THE SOIL MOISTURE CONTENT WHERE TREES ARE INTENDED TO BE PRESERVED. 0 15 30 60 SILT FENCE 6. DEAD, DISEASED OR DYING SIGNIFICANT TREES WERE NOT INCLUDED AS PART OF THE EXISTING TREE 3 INVENTORY. 0 o SCALE IN FEET — — — — — — _ — — — — — — — — — — / 5 7. NO SIGNIFICANT TREES SHALL BE REMOVED UNTIL THIS TREE PRESERVATION PLAN IS APPROVED BY THE CITY OF CHANHASSEN. l _ I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE SPECIFICATION, OR REPORT WAS pESIGNED: MPR PREPARED BY ME OR UNDER MY 6-5-15 CITY SUBMITTAL 233 Park Ave S, Ste 300 AMADIRECTD SUPERVISION AND THAT I DRAWN: PLN 6-16-15 CITY COMMENTS GLACCUM P AMA DULY LICENSED 1 Minneapolis, MN 55415 LANDSCAPE ARCHITECT UNDER PROJECT NO: 215-0030 1 612.758.3080 MAIN THE LAWS OF THE STATE OF 15250 WAYZATA BOULEVARD MINNESOTA SUITE 101 612.758.3099 FAX MnRxxRONBECR,PLA,ASLA QA/QC REVIEW PRELIMINARY PLAT AND REZONING TREE INVENTORY AND PRESERVATION PLAN WAYZATA, MN 55391 A N GI I A N T www.alliant-inc.com SUBMITTAL SHEET 10 of 12 PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE .-- 1/ KEY COMMON NAME/ BOTANICAL NAME SIZE REMARKS OVERSTORY TREES 2 GL GREENSPIRE LINDEN 2.5" CAL. B&B STRAIGHT TRUNK Tilia cordata 'Greenspire' NO V -CROTCH 4 HB COMMON HACKBERRY 2.5" CAL. B&B STRAIGHT TRUNK Celtis occidentalis NO V -CROTCH 3 HL SKYLINE HONEYLOCUST 2.5" CAL. B&B STRAIGHT TRUNK Gleditisia triacanthos var. inermis 'Skyline' / NO V -CROTCH 7 MP FIREFALL RED MAPLE 2.5" CAL. B&B STRAIGHT TRUNK Acer x freemanii 'AF#1' EDGE OF WETLAND NO V -CROTCH 6 SO SWAMP WHITE OAK 2.5" CAL. B&B STRAIGHT TRUNK Quercus bicolor NO V -CROTCH CONIFERS 3 BF BALSAM FIR ,CONSERVATION FULL FORM Pinus nigra 5 BS AREAS IMPACTED OR 6' HT. B&B J II Picea glauca densata IW NEED OF RESTORATION SHALL BE ORNAMENTAL TREES ' SB AUTUMN BRILLANCE SERVICEBERRY RESTORED WITH NATIVE-VEGITATION CLUMP FORM II Amelanchier x grandiflora 'Autumn Brilliance' I SHRUBS 15 BH 674 / 24" HT. CONT. MIN. 5 CANES l 1502 3 SOF 528 - - - Diervilla sessilifolia 'Butterfly AT HT. SPEC. 1 + (I I _• .1,6�GE OF WETLAND r r 9 i.. S WETLAND U 1 �, I EXISTING TREES rr TO IREMAIN 67 r l %' \\+'' 1—HB OUTLOT A s r � i r r r 16 1652 r r + �'+t �, 1 8 r ro i ( )--11651 EDGE 0r WETLAND --,RETAINING WALL SEE GRADING PLAN , it I EDGE OF WETLAND �rrr j � sff LANDSCAPE SCHEDULE QTY. KEY COMMON NAME/ BOTANICAL NAME SIZE REMARKS OVERSTORY TREES 2 GL GREENSPIRE LINDEN 2.5" CAL. B&B STRAIGHT TRUNK Tilia cordata 'Greenspire' NO V -CROTCH 4 HB COMMON HACKBERRY 2.5" CAL. B&B STRAIGHT TRUNK Celtis occidentalis NO V -CROTCH 3 HL SKYLINE HONEYLOCUST 2.5" CAL. B&B STRAIGHT TRUNK Gleditisia triacanthos var. inermis 'Skyline' NO V -CROTCH 7 MP FIREFALL RED MAPLE 2.5" CAL. B&B STRAIGHT TRUNK Acer x freemanii 'AF#1' NO V -CROTCH 6 SO SWAMP WHITE OAK 2.5" CAL. B&B STRAIGHT TRUNK Quercus bicolor NO V -CROTCH CONIFERS 3 BF BALSAM FIR 6' HT. B&B FULL FORM Pinus nigra 5 BS BLACKHILLS SPRUCE 6' HT. B&B FULL FORM Picea glauca densata ORNAMENTAL TREES 12 SB AUTUMN BRILLANCE SERVICEBERRY 6' HT. B&B CLUMP FORM Amelanchier x grandiflora 'Autumn Brilliance' SHRUBS 15 BH BUSH HONEYSUCKLE 24" HT. CONT. MIN. 5 CANES Diervilla sessilifolia 'Butterfly AT HT. SPEC. PLANTING NOTES 11. INSTALL 4" MIN. TOP SOIL TO ALL SOD AND SEED AREAS. FINE GRADE ALL SOD AND SEED AREAS. 2. STAKE OR MARK ALL PLANT MATERIAL LOCATIONS PRIOR TO INSTALLATION. 3. INSTALL 4-6" DEPTH SHREDDED HARDWOOD MULCH AROUND ROOT SAUCER OF ALL TREES ISOLATED FROM PLANT BEDS. 4. PLANTING SOIL SHALL CONSIST OF 1:1:1 SELECT LOAMY TOPSOIL, PEAT MOSS, PIT RUN SAND. 5. COMPLETELY GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE. MAKE ALL REPLACEMENTS PROMPTLY (AS PER DIRECTION OF OWNER). 16. ALL MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. 7. ALL TREE TRUNKS SHALL BE WRAPPED WITH BROWN CREPE TREE WRAP. APPLY WRAP IN NOVEMBER AND REMOVE IN APRIL. 18. CALL GOPHER STATE ONE CALL AT 651-454-0002 FOR LOCATING ALL UNDERGROUND UTILITIES AND AVOID DAMAGE TO UTILITIES DURING THE COURSE OF THE WORK. 9. MAINTAIN ALL PLANT MATERIALS, INCLUDING WATERING, UNTIL THE TIME OF ACCEPTANCE. 10. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. 11. STAKING AND GUYING OF TREES OPTIONAL: MAINTAIN PLUMBNESS OF TREES FOR DURATION OF WARRANTY PERIOD. 12. SWEEP AND WASH ALL PAVED SURFACES AND REMOVE ALL DEBRIS RESULTING FROM LANDSCAPE OPERATIONS. 13. GENERAL CONTRACTOR SHALL FOLLOW THE COUNTY/STATE SOIL & EROSION CONTROL SPECIFICATION FOR DISTURBED AREA STABILIZATION. SEED PLAMING NOTES WETLA67 ,,.::. � ""' � BUFFER MNDOMNSEEDING MANUAL. RATE TO BE 12 L /CRE NG LBS/ACRE NOTES. QUANTITIES N PLAN SUPERSEDE LIST QUANTITIES IN EVENT OF DISCREPANCY. { / ES 0 rrWETLAND_BUFFER r%r/ APPLY SEED PER THE FOLLOWING: MULCH SEEDED AREAS WITH Mn/DOT TYPE 3 I i SEED MIX OF SEEDING. CERTIFIED WEED FREE) MULCH AT A RATE OF 1 TON PER ACRE WITHIN 48 HOURS DING. MULCH SHOULD THEN BE DISC ANCHORED TO KEEP IT FROM I+ r r BLOWING AWAY. . 1+ 1 69 � 1572 // Lr 1567 r r 570 / '/ / r ! �� r / i _ % SEEDING SHALL BE APPLIED FROM APRIL 15 -JULY 20 OR SEPTEMBER 20 - "'s;,+�� FREEZE UP. IF HYDROSEEDING UTILIZE APPROXIMATELY 500 GALLONS OF WATER PER SEED. ,,. ACRE. REFER TO MN DO SPEC 3884 FOR PROPER INSTALLATION 0 HYDRO ? I / it r // /.'` r + ' '� _tit, , �t�' - ' ALL NATIVE SEEDS USED ON THIS PROJECT SHALL BE CERTIFIED TOFBEYOFO ;° LANDSCAPE REQUIRE + r r i r,.,�,' ,,� ',,,r' I' 1 RESIDENTIAL SUBDIVISION LANDSCAPE N (MCIA). 2—SO, ' I / r r / r r 1 REQUIRED = LACED IN THE FRONT YARD SITE TO BE PREPARED BY LOOSENING ATOPSOIL MTOOA MINIIMUMSDEPTH IOF 3 INCHES. �` _ 1 PER PROVIDED = 1 TREE PER LOT P THE SITE TO BE HARROWED OR RAKED FOLLOWING SEEDING, AND THEN PACKED FRONT YARD- TREES, USING A CULTI-PACKER OR EQUIVALENT. SEE MNDOT SEEDING MANUAL FOR LOT PER CITY CODE 2. WOODLAND/CANOPY REFORESTATION REQUIREMENT REFERENCE. 2—GL 15$2 ,-= '� = 27 TREES EE CANOPY TREE COVERAGE PLAN - " : ,� REQUIRED 26 TREES, S MAINTAIN SEEDED AREAS BY WATERING, REMULCHING AND REPLANTING AS +I 1 ` 6 PROVIDED - NECESSARY TO ESTABLISH A UNIFORMLY DENSE STAND OF THE SPECIFIED GRASSES _ _ _ _ `•`` ,�„ UNTIL ACCEPTED. ANY AREAS FAILING TO ESTABLISH A STAND SHALL BE RESEEDED, 15 f — —10 I 3. LANDSCAPE BUFFERYARD REQUIREMENT I \ 1 oI REFERTILIZED AND REMULCHED WHENEVER 70% VEGETATIVE COVER IS NOT ACHIEVED. 'o REQUIRED RESEEDING SHALL CONFORM IN ALL RESPECTS TO THESE SPECIFICATIONS. THE SO DISTURBED LAKE LUCY ROAD IS A COLLECTOR ROAD, THEREFORE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE WORK AREAS RESULTING FROM AREAS _ - BUFFERYARD B IS REQUIRED EROSION AND/OR EQUIPMENT. THE CONTRACTOR SHALL REPAIR DAMAGE, -- 1016 v BUFFERYARD B REQUIRES 15' MIN. BUFFER AREA WITH 2 INCLUDING REGRADING, RESEEDING, ETC. AS NECESSARY, BEFORE SIGNIFICANT �� � OVERSTORY TREES, 4 UNDERSTORY TREES AND 6 SHRUBS PER DAMAGE OCCURS. - r 2 -BS - 100' L.F. Uj r otic" 3—BF ---- -- I ;' TOTAL BUFFERYARD LENGTH = 332 L.F. ALONG LAKE LUCY I Q ,15 9 ROAD. AT A 15' WIDTH, THE BUFFERYARD MULTIPLIER IS 1.0, 7 THEREFORE, THERE ARE 7 OVERSTORY, 13 UNDERSTORY AND 20 SHRUBS REQUIRED TO BE PLANTED IN THE BUFFERYARD � E 101 - 3 -HL i _ AREA. 6O N PROVIDED = 7 OVERSTORY, 12 UNDERSTORY, 20 SHRUBS i t: I _ 3 SB I I I 3—BS Ln " I I " w N 5 BH, 3 S _ �I 5 B 0 6—MFS „ OD r l� N 15' WIDTH BUFFERYARD B I PER CITY CODE. 15' WIDTH BAF ERYARD BI + +I c PER CITY CODE. � � � t, 7 t I +b fi ^• 549 d POLY EDGING ye I - - _ _ LAKE LUCYr soo 3 -SB ROAD a 5—BH 1—MP HARDWOOD MULCH j OVER FILTER FABRIC o __ z , TRAIL, SEE LAN — — — 3SH S —BH i L k _ _ � 5 LEGE Cn C t I Jf 0 DECIDUOUS OVERSTORY TREES a Ilw + CONIFEROUS TREES Ln N �� J j ( J ORNAMENTAL TREES Ln 4 �j o II 0 FLOWERING SHRUBS - - WETLAND BUFFER SEED MIX BUFFERYARD AREA a7 :o e41 it � C POLY EDGING 0, Q� c 0 15 30 60 "� 1f' a ' <�.�.�,;� ° EXISTING TREES o SCALE IN FEET TREE PROTECTION FENCING 233 Park Ave S, Ste 300 SPECIFICATION, SUPERVISION OR REPEREBY CERTIFY THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE ORT WAS DESIGNED: MPR 6-16-1 CITY SUBMITTAL GLACCUM PROPERTY PREPARED BY ME OR UNDER MY L AND THAT I DRAWN: PLN 6 -16 -IS CITY COMMENTS ..1�L..JJJ1 I AM A DULY LICENSED Minneapolis, MN 55415 LANDSCAPEARCIHTECT UNDER PROJECT NO: 215-0030 11 tTHE LAWS OF THE STATE OF 15250 WAY - ZATA BOULEVARD - 612.758.3080 MAIN MINNESOTA PRELIMINARY PLAT AND REZONING LANDSCAPE AND REFORESTATION PLAN SUITE 101 A L L I A N T 612.758.3099 FAX MARK MARKKRONBECK,ASLA QA/QCREVIEW WAYZATA, MN 55391 HEE�711 QF IZ PHONE (612) 990-0666 E N G I N E E R I N G DATE LICENSE NO. BY DATE S111 SUBMITTAL 6 N DO 0 N 3 C 0 f� 0 0 LC) Z7 MET d n UO lU 0 Pr) 0 0 L0 Ln 0 N X ED c Q c .3 ED L Q '- FLAMING ( MINIMUM WIDTH DOES NOT ALL VALUES Al FVNTEREUP PLANiTYPE Ax.... LUAM CONFEFOUS TRIBES DECINUOI ORNMIETAL TRIBSE DECIDUOUS SHRUBS OMENSIONB�W � IN MASS PLANTING BEDS) OLLOWS: EIINOIE 1 PIRDAEIU A SOILNTING A SLMNTING C LUOSEMEU �SV L FINISHED MULCCH I II T-' GRADE 1- GALLED & SUP,LAPPED BARE ROOT STOCK STOCK(TP,EE SPADE) MACHINE -TRANSPLANT S1'OCIt 1"SONEFY SIDESANDBOTNMOF HIX.'LE, 1^SONTIFY SIDBSANDBOTTOMOF HOLE, 1"SOAKROOTS W WATER FORAT 1•'SUARIPY EKES AND DOTTOM OF MOLE 2""PROCEED WITH CORRUPTIBLE PRUNING LEAST ONE HOUR BUT NOT MORE THAN 2AAUD CORREOTNE PRUNNO ABDIRECTED BVTHE ENONBER 2."PROOEED WTINCORGfCN1YE PRUNING 24 NOURE PRIORI TO RANTING. S."SISTPLANi' ON NATIVE SOIL AT IMIS OEM ASD A^DETPRANTMUNOIBNMWMT WK AS DIRECTED SYTHE ENGINEER 2: SCARIFY BIDES WDSOITOM DF TWA,q Pf✓ENOUSLYGRQWN. bR THORCUgHLY 00MPADIFnnvA+PRi1 DDR- HOLE {,"PLUMS AND SACKPILL WITH THE PIGMRNG SOIL IR8TALL RANT SO THE RQOTWT(ENATOTVr 8."REMOVE CONTAWERANRBEXlRE OUTSIIIE 3."PROCEED WRN CORRECTIYEI N2AMRNST 3 THEHBQITPMBYAElH&ER.AP OF SOIL MASS TO REDRLECTAND PREVENT PRUNING AS DIRECTED BY TIME 8. -WATER TO SETTLE PLANTS AND FALL VOIDS. ND'MPEM9NEl. UFLpFp .INTACT. CIRCLING FISROUSROOfS,M NWESSNT/, BNDINEER. S."AFTERPtANTING, LOOSEN THESOLIMMEDWTELY 1,"RACKRLL TO WITHIN APFIROXIMATELY A."TRWSFER RANT DIRECTLY FROM ADJACENT INS THE SPMEHAOYEDSOILTOAMINIMUM t]"OFTHE TOPOTHINAPPR AD,THEN +,"SET PLANT ON UNULRRIRBEO NATIVE WATERTOHGLE. SETPLWTSOTHE OMTANCEOF I6ANDAMINIMUMM1WNP0 /?, W-CIFTHANT,REMOVETHETOP1THE SOIL ORTHOROUGHLYCOMPACTED ROOTFLAREISAINLtOXIMATELWATME r7'WATERTHOR000HLVWITHRNIHOURS THE BASKET OR THE TIX+iWY111fdiIZONTAI PLANTINGSOIL, INSTALLAANTSOTHE FINIWED SIM. ELEVATION,$PRUES RNGSWHICPIEVER I9 GREATER ALSP TOP OF THE ROOT FURS ISATOWE LPT02• ROOTSOUTEVENLY. MUMBWID R"PLACSMUWHWITHIN4BHOURSOFTHESECOND REMOVE NJ. BURLAP AND NA,S.BFROSi THE ABOVE THE FINDINGS) GRAM, MIAM EOR IMMEDIATELYB WIUMI IHIE WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. REMOVE ALL BURLAP AND MA FROM TH CORRSO"T STEM OIRGUNO ROOTS, PLANTING BOL G.L.STAKS AND GLM TO PROVIDEAI+NT@NAL SUPPORT REMOVE OR CORRECT STEM OURDUNO FIL WATER TO HETT'LE PLANTSNND gETYNEEN TI 9TH1AN0 ROOT 6N.I.ABNE�BAfEYDft S E"PEONS, AND BACIIFILL WRITHE FILLYODS.. SPECFIE0. ROOT PUWTINGSOIL. E"PLUMB AND BACKFILL WHTHTHE B•"W'ATER TO SETTLE PLANTS AND FALL PVM+TWO SOIL. VOIDS, VOIDITER TO BETRE PLANTS AA'O FILL E-WATERTHORQUGHLYWRNIN2INONSS. ��. 7.' WATER THOROUGHLY W ITMIN 2 HOURS. &`PLACE MULCHWRHIN4SHOIRGS� S."PLACE MULCH WTI}iIN48HQUR4QFTHE THESECOND WATERING UNLESS SOS. SECONOWATERDtG UNLEWMLMD Mi MOISTURE IS EXCESSIVE. IS EXCESSIVE. B"STAKE AND GUVTO PROVroEAWETDNAL SUPPORT MIWEEN THE STEMAND ROOT BALERS, NECESBARV ORSPECIFB�. NTING DETAILS FOR ISOLATED PLANTING LOCATIONS MOM 1. HOLE DEPTH FOR BEIBA DCONTNNERPIANTS St LNDTEXCEEDMEASIWEMENTFROMROOT FtAIR TO BOTTOM OF SOL SRU. LAIMIIEAI ISA TO= RPATIP AVP MOM HRPS,iPNTC Bg OVAMETER CALFTREES, OFIN MIOIlT �mmue QRNAMEN u THEESAGANUFS1 42• 1 I'DP/S 1 2'I 7 Flor BPI IBM25 TEDI TEDD TB" 2.S IO$S 4'b6 B'M1� BS SSbS e'IDB IVww IPUCEWALL CIM414KM FASTEN LOOSELYTOFEN WITH BIODEGRMAETE STRIP FASTEN LOOSELY TO IJATT I WITH EMODEGRAOABLE STRONG PX BS' WOOD LATH. DRIVE 12 MCI OANTINVOURY, LW TOB BEYOND TERMWALVA i NO TE: [DETAILS ABOVE WFtAWNN, DETAILBABOVE A9 gPR.KGAHIE. 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ENGINEERING PI - 3 --14 G:\ENG\SPECS\5310 DEPARTNENT 11 A 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PHONE (612) 990-0666 INSTALL TLE DRAINAGE INSTALL GRANULAR FILTER E.°'EXC4VAIE IDLE OR SED TO ALLOW FLACINGTHE TOP GIF THE ROOlMASB 1'3' 1."EX{YAVATE MME OR DEC TOAULQW f RTi Wi FINMHEO F TMETEXOFROOr MASS1"-B' E +'MINIMUM OiAMBEHA TLE THENWAREAN FINISHED GRAM, DAYUGHT9NGAT ALOWREi ORAD&AS Y E NGIN AFP R TH E EER :'°AUGER S'OAMETEHHOLESENRAELY & ETE RANTINOAO TU THIROUbTIi7MERMOUS OR DENRMEWKG DE'PALS (SHEETFy . ORA WRDFAttWILiAYBRTS TO ATJEOUATELY ORNk SLAGSQIL 0."T CdiLI4LAWOER HOLES}ttR!A UNWIITH":NRM INCDRFORAiED MANAGE SOIL aPBBW SANOANO bO% .'•- b,'`GTgAt4iUMPLTNTINGNNXNMING INSTALL MINI -BERM T TOPLAMONOm M'NLR SHEER 1.•"EXOAVATE HOLE p'i SEARABto T HE mm E2 QFTt1ENWTMM1SS. HEINSIDE MAY UBifK3 ALTERNATIVE 2,•`BENSMCTRB VAPOR USEaBALLeF. S9ND WNDOY TAPE TO S"OON'SIAUCTR6EMWRH SN'DvttMVM USE SHALIIk DF.TERMWEOBY'THE T'OR�It. EY.TENDTHEBERiA BASETOA f3CDlTRALTOF?WDBURNEgrro wIDTHDP2TGMES RNEREwM HF.KGHr. APPNC%At OYTHE ENGINEER gpygTEAAtiiWGACCO�IFk3T4 pGdVMRMGh�TALS (SHEETA) . AI.TERNATNE PLANTING DETAILS FOR POORLY ORAtNED L - evAga� SUBSIDINq O R DETERIORATING SNRCdi SHALL EE ACCEPTAOLE THROUGHaVTTGaNTRAP PTTGNTHEMULDHDEFTH IS MABNAWED AT&M-T`XHATALL MBEEREA{NYJQLYUEDHVMPENll AOCEpTWLACENWMULCHSNAlL TOATS, CPEiATOORDS TH E NAVE CONTPMWATPDTFIE MEKgt WEM Spl. NOTE: 1."REMOVE MULCH FLACIRDIGATOUP111 GRATER THAN! THAT SPEiCIPTEB WHENI SUPPORTED BY Tt#PENPSANBER 2"1MULLMLR.CHLACK NOLESS THANSAND NO MOMS MW FROEd THE'IRIINKK MIREN PIAGEMFM'UETAG 5310 ' PLANTING DETAILS FOR STEEP SLOPES/MASS BED PLANTINGS 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX A L L I A N T www.alliant-inc.com ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DR? ECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA MARK KRONBECK , ASLA DATE LICENSE NO PROJECT TEAM DESIGNED: MPR DRAWN: EMK PROJECT NO: 215.0030 QA/QC REVIEW BY DATE 1 YYH ?M A Of1JB.F LAYERED CYppNDER UANO 0.25' tiD I ",MN OVER INE TOP ECS CE WE OALVANIi.EO PfidOEO MkRE NEER {HARCWAPE SOTTO?. NAPE NIGH DENSITY POYETYAPPE) Tp UBLAP FIE AIF SAM 2".' nwNV.5 DIE THREE MITTEN TAea, 2.RNRit£ Rq P A P OPPOSING HEARi'NOOD WHERE MEN 2 •,`Wi ISE TIDE NITD a OFFLE HITH STAKES INTO THE MOMS r" FROM ME CENTER OF THE IHE SOD TARS OH ME ENTOW W TREE STEM. T`.E CIRO.E 24" .111 W FGR DEGWffi5 ].•'SECURE THE MEEH CttINCER i0 THE OVTAOE CF ME I HaEE TAHNEES D' MIN. xr Far ,}.•ALIGN ME HIfI4ES AND B£(1f1 STAKES URAL SHEET. SCREWS AND WASHERS E 1/ WJE RATCH£RipCY.WC ➢ES AWING THE OVERLAP. SHAW ttc Ix ALvgNlzm APPROAM1IAh1Y 4• qt CENTER ALDNC TIE OKRLNP. STAKE fi'Anl HOOH TLRIXIGH YHE OMAN 0 INTIXC NECT THE HOPE yI)fiLM" SMALL BE RW .` HEAD GALVANIZED 11V OA, x AFER SLUING ME WaF MVOUGH 3(0 `LNG MIH WASHERS,. ALL A' ME HBCES. NPN Tic FOIE GR ,W.BI IE(NARQS THE IH91GE 6 ££ THE NC. "RATCHET -LOOK FES SHALL BE ii AND AT LEAS! rV B'Y'USH HiE ST�HE RITC THE tD1tARM, LCP10. _ WANE A MINIMUM CF'20 IVO WE lANOS D UuPLES 8• LENGTH, 2 PER 4."'IM@ED hIE LItRER fW:E OF TIE ME31 CYLINDER i' TAH} THRWGH THEN LEE 81 RELc NOT SW, SURFACE MAHOUT P15TJRBIINQ DIE BtEE THE 3 BOTTOM TAM AT OPMERTE. ROOTS. KNOLLS TO SLUDGE THE HOPE TO OU -MILT EMS DIEMS ACUL NOT GE PERMITTED AT ME TOP OF THE THE ERRING. gHJN�ER, CUT E ETANE MUSH WITH TEE TDP D " F ME "MULCH WORN THE CNJNOER Mi HJ NOT TWEED 3. DEPTH AND SHAll RE C"AILRDH YAMW ]HE CYUINDIM SHALL NOT E%CEGO S" l ' Mill,,, PULLED BACK FROM THE HOPE AS OF.HTIt AND RLtIL EY. FW,Tp@ @ROY, FROM M IRUHX A6 SPECIFlEU IN MPLCH PLACEMENT SPECIFIED IN 4RALT{ PLACEMENT � DETAIL Y UE THL' 1 *"1GTIE 5WQ!A t1RAMl IATC BIO`NCNCE MAY NAVf TO R d r"ME WITHIN 'WHORL OF PINE REM KQ ID ERlei IH AL TIN 1R Mlly NEWT IFIfgNCHES MAY HACK TO 9E RODENT WARDS. RENOWN N PERM, IN$IALLAHM INSTALL OW N1 MpDUODS AND P114E TREES, 00 DDT MST?LL OF IP' MIN. MMMT RODENT GVAROR ON SPRUCC niCES. R n' 7 INSTALL 014 ALL OMPUWS ANO WHO TAKES, M NOT INSTALL ON SPRUCE TREES, RODENT PROIECTILNJ DETAIL CJP'fION T W MIN RY TAB FfYQ IJiIE ?i y i -HINGE R ! L �bTYOAf TA9 ijN.) R GENERAL NOTES SEE SPECIAL PP.OVGSIONS FOR SPECIFIC PROJECT RECHIIREMENTS. ITE PLAN. MEADS REPPEEAN1 ATICLA ELr TMINA1 snR MAINTAINS ME CCNTRADIOIR SHOULD EMBOYST ®IRPLETICH IN SETTING APYHS P• LUSHER IN POURLY rM STO-S DR USING 'TENTATIVE PLANTING FEE TAILS ON SHEET B IC HOLE APIC LTIYATIIXJ 141E GONTIEADIOR I6 REFCYMEY FIND PRUNCNU M£OUATE DRATICKE D LBB -NIGH DENTI .w N HEAVt Pp0 LYETNYLENE. Ulm IN COLOR Lops N DLL R TO A M'wNtW LRNP`sx M $TAPE DIIRINC (ivLOV PER TAB USE CULTIVATE BACKFILL SOL REM04E ALL C ' 24" SIt.E FCR DECIDUOUS TAE£$ IS, 912E POR i P Y9 t J CONIf6ROUS TREES 55.23 PREVAILING AMND�a 3.25" MIN, L•«tSE SEAMLESS. SHELTER. MIN -WA -I ._.. ... PAID NTD SEMI TRANELUNEfNT PWMAaVA11 NE TIMES WE A LA$EH RODENT P?OTECT ON DETAIL (OPTION 2) NETTING UNE PEIADRAHDN AND MI LASER JUNE WTWARO-FLARED TOP RIM. PERFRNATpV TUBE SHELTER E"SEECUM THE SHELTER WTH NYLON NOTES: CxCi LUekIIVD TIES APACnEA 10 A 1 % t" VWI R OAK STAN" 10 `M`G4 L115TEEL POSTS 10 Be W9FCYY0 MAY CHILLED TO j5''[[AII�Y ^ n, P pIS.000ANG OR iWI5TN0. IMBEp THE RETAIN GUY SM PUtS OUTSIDE (P RMT LENGTH VARIEs5 W{Si1W OF THF, N5£ A MINIMUM OF BALL. CRIVE PLUMP REGA&OLE56 iF CROINID 1 BELOW ME SOIL SURFACE WEMUT 9 T RO LEp 5144E REIEA'�M.E UISTERDHO ME TREE BO.M, t-FIAME G 1111E SYSTEMS NOT pGER HOSE AILD ORR�MRHdi� A"N,`L RATCHET TE i0 ,T'NNSlN.L A PLASTIC RHOTOOE'FlADA&E APPROVED. SECURE SOME W /1 MI NETTHAO OMAN AND ACBE MEE THE Ttl" LONG ANGLES NEE RECESS ?CP U TNF. MBE TO ITSVONT TWEE 5 AttTNC Ig rypi SELLERS SNILFtG DItRMMANT GB OWLS, RLL. FP:TIIMO IPtW oR CEGE5Sb'1Y TO MAIN AM 1Y!�E5 PCLWRbWEEYVE !}i NEWDOM AS SHOVES. In A FLYMO CONPTQY MAY. NOUNE M PGLYEMHPtFE AN MIL, i N SOu Ofl N9NU CQNOIRAHA4 ARE A PR(RE.EL, I'a AGE STRAPS, _ DA A9 ItEQUEBTEO EY' ]N6 ENWaTER. ATTACH WON 10 Oc WRE, {` M•'AEMOVE AFTER ONE YEAR J i z SEEDLING TREE SHELTER DETAIL ' / r KATHY DYE All PLANTING SOIL mom �,il,r C[PPUF �-^- VNOfSNR8t9 So, LOGUNFA SOIL ANN SAL AMENDNENTi 1 Ni EVIL aEvnnoN MIN. 1^" LOO5ENE0 ' s0u, llAnH SOIL AMeuUM£nm UNLIISNRBFD SAIL STANDARD WEAK STAKING / GUYING DETAIL ENGINEERING REVISED: 1-14 FXE NAMEQ,.\84G\9PEOS\5311 DEPARTMENT 1 BFnarM SArac ml IJE:M1O RRRNCH .fi 6 (� LURE BRAWN i' JJ/ 1E E .� F p.�J�JJI A N (B,'iI AT x BRANCH CDLUR lI I( DRAM MACH PRUN M TR SOME CONIFERS INcoRF£QT GILT m0 GIDS�I REwLnnD IN DISCp9ITM CALLUS FGRMARCN AFTER ME SEASON OF GROM4TH CORRECT CUT WERE, 6RAfIGFT NOTTAR BUT NO STUB) RESULTING IN TENEMENTS IX%IGN .1 S{hKIM CALLUS A.... AFTER ONE MATIN OY ANIIWM, 213 TO PRpN NG TI. �S BUT PN AT � WAY THRWSH HE STEV'MM OUT COMPLETELY HAI BRANCH FROM POINT B TO A. J-HTOW CUT FR00 PONT C TO D. P-^T 0 i5 HARD 10 AND. DROP A LUMB L HE VERTICALLY VOWED TO PAN INS i F, SHI H$ APPPOAAAAMUY EQUAL TO%CE- PHOINO LCIS' IV'wme VAPHON CnLLttR (C: 10 D) vNED NOi GLEN WT IC TO K) 9Lb0 NOT LEAL£ STUDS IS To A) N ARMS, ME TD PRUNE IS EAM R UN T U2D FOR RETN1Cwc TME B DO SElSUf CR EFRLY ,SPIN C, A CVNTRD:f TUG TE1Q SM HOOD t%Y BRANCH! OF MAIN C PRUNIIYO tt09E LONG BIARITBD S'UK AN PAINTING NAXE IN APRIL MAY. 5TFJL5 GP BRANCHES NV CUT .LINE M .MA QITNNR BACK TO A LARGE 8 e. M4EA%pRly PAINT DPH W,ONNO$ LM1TEPA' BNAtKX' W MAA IN APRS, MAY .UNE O6! DULY ,'{����I1{I'��(�}�E�/� WIN ihEE% PAINT OE EH0.LAIC. M II I� 111 DROP CROTCH OR CUTTING BACK BRANCHES SMALLER EACH 2` M DIAMETER SHOULD BE CLD .NMT BEYOND A LATERAL BUD CR PRUNING SMALL BRANCHES ANOTTHER WALL LATERA. DAMO . ME IDEAL CUT SHOULD BE SHARP, P RUN71tG DETAILS (Sh A ygM tphpd55) ii DEAN, AND MADE ON A SLIGHT MOVES SIGNWIT DC QUINT MADE HMAN pry THE PLAN ORC BY WENPGNEER AND PRESERVED RY Art CNINTRAYMN, _. NDiEffi C DRIP INF. I."PU GE THE TEMPORARY FENCE. 2"REDUCE SLOPE ROUNGNC INHERE Rtlbi ZONES 1LALL OCNBTRUCTIOP UEDS S,6 RIOV ED By W NORMAL ELOPE ftO:NDUIG. A9 "M�CVON APPROVED RY BY ORMAL R S^VARY SPIN SLCFE MEYNESS TN AMD 184E LOSS9t UNNECulWAV,' MET CAMACL A$ APPROVED DYMEE ENCNEER////-1EAPORMY FENCE X / :NORNAp IMMANDC FLRHISI AND INSTALL ,EM(bRARV FENCE AT THE 1REE'S [4!PIINE CR CONSTROCEON LAMINS AS SPCCINED, PRIM N A.Y 4ONSiRIICMXLL WHEN POMMINC MACE MOMS 23 FEET BEYOND ME DRIP LIRE, PLACE PRENESROM STOPS ALONG FWLE AT 26• MTERTL S SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL MADAM MASSE PREM GFFUND ONE TO NET MASK BRANCH, 1d, 2.2 LB, PLANNED CHAA2L STEEL SIGN OR {Mn(O4Y 5epi) ON AF110.11 Et#IPL, MULC4! --� 1ISHOUe0 6fiL \ FlN19XEL CABLE TO GEUDUCUS TREES OVER a Ctil ANFl EMEAMCY WWAS ,Jt2R 1V Hr 5311 FER ilU2ER MN/DDi S9at COMPOST wH/POT ALM NABS FERMI.. TWAS FAULTING WHEN TYPE MACHINE TRANSPLANTER TREES Jd• ANG UP BARE DMT YREES WA".No BALLED A CURLAPPED Sawas MMEEUFIES tlARE ROOT CA AOATAINER GIRUBS R¢K4 LARGER THAN UANWTUHOLfS LARGE WACHINE TRANSPLANT IRE PLANTING DETAIL FP,MgC 4i INNCAOOL01191ER PER 50 - 100 MOMS: 11UNICE COMPACRON UP fli VIILTI'a WERE IT MEAUNS BY DRNtAC. 50 (2") PAM. HUES In THE MAL TO A CEPTN OF ASU 1 (2b11. KOH a RFBMA THETREE .� CONCENTRIC ARMS our T6 THE YF3T CTIUY MS. -Rom sysmr BaDGE / Ott ATTEND OF ROOT OANAC&T TREFB LULL BE f NRRATORY PIIN xEgDIEED TO MAINTAIN PERCH E BUT NOT EKEPSIVE SOIL MOISTURE TO A OR TH OF Ya YNmw ME UND4NRREO FAR DF THE TMEM. MARC DFANRN IE 3."A 5 INCH LAMB OF Vt%3KNEP MULCH PLACED OVER A TYPE N (37A3) ODO1EXTILE IYANIC MAY NO ABU Ix LIE' Up ME NUNI OMWTM PRIp4E. - a -MADE OUTURNATEO r THE TAVT OR WHON ^' WOOD D BY ME PICRJEEF, ALL TRF£ ROOTS AT THE GCNSTRUCnW NATO A UT SHAU- Q.EA'AE i0 IHE MINIMUM NEPTN ROOT SYSTEM p121pGE AND VIpRA70ftPY PLOW yNNEcTRepssT�AEa1'gFOrt %n 1HCeffi WITHNO A HOOT _ UITTQ PRICRDTO kV CxJ,VAnAN ROOTT ENDS EXPOSED BY E%ChVATICM ACNVI11E5 BNALL BE 1MMEpAIELY MHEAREO WITH A 6" LA. OP AMACEM SOIL 8A[K£ LL. REGRAOE, - AN INSTALL RETAINING WAN. A DESIGNATED N THE PLAN OF WEEN DIRECTED BY THE NNNEL. Oi1ANEER' PROIEORgH ZONE '+ f CONSIIPMCTIOA No Q t8 NOS PASc p'vCft NOWT NES, OON5YP11rvY ROOT 5>*u',FM MANE VIM MEF S" w 1vrT¢B pN Y.a IYMRCR^a PLACRO flAUiE3Y 10 111E TINES. Ai1NK. TREE PROTECTIO`! 2" INCE DIVAEYEH AT ' ININIMY! gSEANCE FRIX,1 Al, ASWf ORWNP FADE A' TREE TRNIK N f'� _ 2 '$NMNEryNN UFFnStuW INSTALLATIONS 1MANY E�OCCCCUpRe ED UTILITY INSTALIATON TUNNEL kYTTEE A905fEL'MbRi Ti n£ CUJIRALTdE OXT. GORE (NIINEL UNPEW TREE ROOTS MAT ARE TO SO IX R�O. IME CWTRACTOR SHALL MAKE NDTSLURFAEDVIININTTHI ATEfiELIw THE ROOT PROTECTIOIN ANtS TRENCHI"""Po^^^i��NOi DETAILS Lw Prahcliwl Oo NUT FTHIF'J? ME FENCED AREA W5 appre�a< W1 Wt1 A. {IMta cT IAd TU rt rVW aurvnq ryc lruclion % 12" FABRICATE 12• x DX a/D' STUN Wm D,>R' RADIUS CORNE ll SDN SHALL BE WIFE WM BLACK LETTERING. ADMAN SIQN f0 POS! USING I- LENOIH WOOL FUTEW5, PLACED AT 2.Y AND 1,3' RESPECTIVELY FROM TINE SCTTOM EDGE OF ME SOL PROTECTION SIGN DETAIL ANY ML NEIXHREB MOM THE ORP LINE OF 1X445 WALL BE AN UNOMPACTEU (NTH A COURSE SAND COMPONENT) SAVOY LOAM TOPMAL KNOUGAM ME MAY DOWNS INSTALLING PERFORMED) in LAW AT LEAST MAC PALBAYECD ENO OFTEDON AS W AERABD5 $Y RACAL SANDY LOAM FILL DETAIL cm Of ENGINEERING IM IC: REVISELT 1-10 FILE NAME:G \ENG\SPEfS\5312 maw DEPARTMENT 6312 VEGETATION PROTEC71ON DETAIL DATE ISSUE DATE ISSUE 6-5-15 CITY SUBMITTAL 6-16-15 CITY COMMENTS GILL l GLACCUM PROPERTY 12 PRELIMINARY PLAT AND REZONING LANDSCAPE DETAILS SUBMITTAL SHEET 12 OF 12 MOM 1. HOLE DEPTH FOR BEIBA DCONTNNERPIANTS St LNDTEXCEEDMEASIWEMENTFROMROOT FtAIR TO BOTTOM OF SOL SRU. LAIMIIEAI ISA TO= RPATIP AVP MOM HRPS,iPNTC Bg OVAMETER CALFTREES, OFIN MIOIlT �mmue QRNAMEN u THEESAGANUFS1 42• 1 I'DP/S 1 2'I 7 Flor BPI IBM25 TEDI TEDD TB" 2.S IO$S 4'b6 B'M1� BS SSbS e'IDB IVww IPUCEWALL CIM414KM FASTEN LOOSELYTOFEN WITH BIODEGRMAETE STRIP FASTEN LOOSELY TO IJATT I WITH EMODEGRAOABLE STRONG PX BS' WOOD LATH. DRIVE 12 MCI OANTINVOURY, LW TOB BEYOND TERMWALVA i NO TE: [DETAILS ABOVE WFtAWNN, DETAILBABOVE A9 gPR.KGAHIE. I NNE PLANTING DETAIL MOP (FrAm 1_10 I RLE NAN@N!\ENO\S8EL7$\530D � ENGINEERING �aATe 5309 I PLANTING DETAILS FOR 686NBS9S6ll I DEPARTMENT TYPICAL INDIADUAL PLANTINGS NOTES: T."BARERODT PERENNIALS b4PSTeE REQ IN3.'TAtSEDIN THE $PRWO BY "LIPffi Y$T IF PUMMO W FALL-FOGRYi FALLDEC9GIOLGS DRIES, 2!"AGRtALDATI5 MAYQNANCEI'IRPEFXAAKN UPXgN SEASONALOONOITEXNS, AS OPSTi:RMRMEO BY PFiE ENGINEEfl. 8."FALL FLANIRNG MAY FDT BE RECO ORAU.aWED. L+EE BPEC:ML PROVIS{OMSFORSPECFD T WP N & ENQ POLINEWOOGRAGG FALLGInTa:NT NEfNESEmBPry4 RZ LMEIt I ,PQ ONTEW T. SYRIAN, MOUNTAIN ASH, WPM WILLOW, ON L'FORDEC4OVCUS THREES *RVDOAT PROJECT LOCATION PUJMONERRY; CAM, ND MANAGE S'FORG'ONnfE oUS MES HALE GCCAVA'IIOM WIDTH IN SPRENO FALL AGLQMNdOSWCBiRRMiMUM TSN NEY PERENULS OOR(6ER DEGIDUCUB SEEDLINGS DECAXRkIX4 FERMS, BTW PLN941NGDIRAAS SAY APR 21 APRIL2T APN 21 .1 AGG 28 SVW i P P PLANTINGBEDANV OACMFDL E{, �r R� PI AWED 1D TD T4 �H RT O Silil % GURU, 16 SOIL Th{OGOUG},gY t003. TOg,I JWNEt JUNE1 NCV, ( ENEq JAI J4WEG MULCki S RIMMED GRATJE / MAY1 AFTRpB,? s AE'MpIL7 OOTLp.14 AUG.'..!' 2 RAM ,A QE iR MAY tT T FMY 19 NgY.tD 53fl�E'.tD PLANTING DETA&FMMMOPLrW INGBEDS OPRARIA PLARTWO DAZE 2ANBS IN MHVNEROTA db ZONE I WRIGHT F11i°116ENJ PLANT HARDINESS IN CHANHASSEN IS ZONE AEG AVERAGE ANNUAL. EXTREME MINIMUM TEMPERATURE RANGE FOR ZONE 4D IS -25 TO -20. 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ENGINEERING PI - 3 --14 G:\ENG\SPECS\5310 DEPARTNENT 11 A 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PHONE (612) 990-0666 INSTALL TLE DRAINAGE INSTALL GRANULAR FILTER E.°'EXC4VAIE IDLE OR SED TO ALLOW FLACINGTHE TOP GIF THE ROOlMASB 1'3' 1."EX{YAVATE MME OR DEC TOAULQW f RTi Wi FINMHEO F TMETEXOFROOr MASS1"-B' E +'MINIMUM OiAMBEHA TLE THENWAREAN FINISHED GRAM, DAYUGHT9NGAT ALOWREi ORAD&AS Y E NGIN AFP R TH E EER :'°AUGER S'OAMETEHHOLESENRAELY & ETE RANTINOAO TU THIROUbTIi7MERMOUS OR DENRMEWKG DE'PALS (SHEETFy . ORA WRDFAttWILiAYBRTS TO ATJEOUATELY ORNk SLAGSQIL 0."T CdiLI4LAWOER HOLES}ttR!A UNWIITH":NRM INCDRFORAiED MANAGE SOIL aPBBW SANOANO bO% .'•- b,'`GTgAt4iUMPLTNTINGNNXNMING INSTALL MINI -BERM T TOPLAMONOm M'NLR SHEER 1.•"EXOAVATE HOLE p'i SEARABto T HE mm E2 QFTt1ENWTMM1SS. HEINSIDE MAY UBifK3 ALTERNATIVE 2,•`BENSMCTRB VAPOR USEaBALLeF. S9ND WNDOY TAPE TO S"OON'SIAUCTR6EMWRH SN'DvttMVM USE SHALIIk DF.TERMWEOBY'THE T'OR�It. EY.TENDTHEBERiA BASETOA f3CDlTRALTOF?WDBURNEgrro wIDTHDP2TGMES RNEREwM HF.KGHr. APPNC%At OYTHE ENGINEER gpygTEAAtiiWGACCO�IFk3T4 pGdVMRMGh�TALS (SHEETA) . AI.TERNATNE PLANTING DETAILS FOR POORLY ORAtNED L - evAga� SUBSIDINq O R DETERIORATING SNRCdi SHALL EE ACCEPTAOLE THROUGHaVTTGaNTRAP PTTGNTHEMULDHDEFTH IS MABNAWED AT&M-T`XHATALL MBEEREA{NYJQLYUEDHVMPENll AOCEpTWLACENWMULCHSNAlL TOATS, CPEiATOORDS TH E NAVE CONTPMWATPDTFIE MEKgt WEM Spl. NOTE: 1."REMOVE MULCH FLACIRDIGATOUP111 GRATER THAN! THAT SPEiCIPTEB WHENI SUPPORTED BY Tt#PENPSANBER 2"1MULLMLR.CHLACK NOLESS THANSAND NO MOMS MW FROEd THE'IRIINKK MIREN PIAGEMFM'UETAG 5310 ' PLANTING DETAILS FOR STEEP SLOPES/MASS BED PLANTINGS 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX A L L I A N T www.alliant-inc.com ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DR? ECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA MARK KRONBECK , ASLA DATE LICENSE NO PROJECT TEAM DESIGNED: MPR DRAWN: EMK PROJECT NO: 215.0030 QA/QC REVIEW BY DATE 1 YYH ?M A Of1JB.F LAYERED CYppNDER UANO 0.25' tiD I ",MN OVER INE TOP ECS CE WE OALVANIi.EO PfidOEO MkRE NEER {HARCWAPE SOTTO?. NAPE NIGH DENSITY POYETYAPPE) Tp UBLAP FIE AIF SAM 2".' nwNV.5 DIE THREE MITTEN TAea, 2.RNRit£ Rq P A P OPPOSING HEARi'NOOD WHERE MEN 2 •,`Wi ISE TIDE NITD a OFFLE HITH STAKES INTO THE MOMS r" FROM ME CENTER OF THE IHE SOD TARS OH ME ENTOW W TREE STEM. T`.E CIRO.E 24" .111 W FGR DEGWffi5 ].•'SECURE THE MEEH CttINCER i0 THE OVTAOE CF ME I HaEE TAHNEES D' MIN. xr Far ,}.•ALIGN ME HIfI4ES AND B£(1f1 STAKES URAL SHEET. SCREWS AND WASHERS E 1/ WJE RATCH£RipCY.WC ➢ES AWING THE OVERLAP. SHAW ttc Ix ALvgNlzm APPROAM1IAh1Y 4• qt CENTER ALDNC TIE OKRLNP. STAKE fi'Anl HOOH TLRIXIGH YHE OMAN 0 INTIXC NECT THE HOPE yI)fiLM" SMALL BE RW .` HEAD GALVANIZED 11V OA, x AFER SLUING ME WaF MVOUGH 3(0 `LNG MIH WASHERS,. ALL A' ME HBCES. NPN Tic FOIE GR ,W.BI IE(NARQS THE IH91GE 6 ££ THE NC. "RATCHET -LOOK FES SHALL BE ii AND AT LEAS! rV B'Y'USH HiE ST�HE RITC THE tD1tARM, LCP10. _ WANE A MINIMUM CF'20 IVO WE lANOS D UuPLES 8• LENGTH, 2 PER 4."'IM@ED hIE LItRER fW:E OF TIE ME31 CYLINDER i' TAH} THRWGH THEN LEE 81 RELc NOT SW, SURFACE MAHOUT P15TJRBIINQ DIE BtEE THE 3 BOTTOM TAM AT OPMERTE. ROOTS. KNOLLS TO SLUDGE THE HOPE TO OU -MILT EMS DIEMS ACUL NOT GE PERMITTED AT ME TOP OF THE THE ERRING. gHJN�ER, CUT E ETANE MUSH WITH TEE TDP D " F ME "MULCH WORN THE CNJNOER Mi HJ NOT TWEED 3. DEPTH AND SHAll RE C"AILRDH YAMW ]HE CYUINDIM SHALL NOT E%CEGO S" l ' Mill,,, PULLED BACK FROM THE HOPE AS OF.HTIt AND RLtIL EY. FW,Tp@ @ROY, FROM M IRUHX A6 SPECIFlEU IN MPLCH PLACEMENT SPECIFIED IN 4RALT{ PLACEMENT � DETAIL Y UE THL' 1 *"1GTIE 5WQ!A t1RAMl IATC BIO`NCNCE MAY NAVf TO R d r"ME WITHIN 'WHORL OF PINE REM KQ ID ERlei IH AL TIN 1R Mlly NEWT IFIfgNCHES MAY HACK TO 9E RODENT WARDS. RENOWN N PERM, IN$IALLAHM INSTALL OW N1 MpDUODS AND P114E TREES, 00 DDT MST?LL OF IP' MIN. MMMT RODENT GVAROR ON SPRUCC niCES. R n' 7 INSTALL 014 ALL OMPUWS ANO WHO TAKES, M NOT INSTALL ON SPRUCE TREES, RODENT PROIECTILNJ DETAIL CJP'fION T W MIN RY TAB FfYQ IJiIE ?i y i -HINGE R ! L �bTYOAf TA9 ijN.) R GENERAL NOTES SEE SPECIAL PP.OVGSIONS FOR SPECIFIC PROJECT RECHIIREMENTS. ITE PLAN. MEADS REPPEEAN1 ATICLA ELr TMINA1 snR MAINTAINS ME CCNTRADIOIR SHOULD EMBOYST ®IRPLETICH IN SETTING APYHS P• LUSHER IN POURLY rM STO-S DR USING 'TENTATIVE PLANTING FEE TAILS ON SHEET B IC HOLE APIC LTIYATIIXJ 141E GONTIEADIOR I6 REFCYMEY FIND PRUNCNU M£OUATE DRATICKE D LBB -NIGH DENTI .w N HEAVt Pp0 LYETNYLENE. 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SECURE SOME W /1 MI NETTHAO OMAN AND ACBE MEE THE Ttl" LONG ANGLES NEE RECESS ?CP U TNF. MBE TO ITSVONT TWEE 5 AttTNC Ig rypi SELLERS SNILFtG DItRMMANT GB OWLS, RLL. FP:TIIMO IPtW oR CEGE5Sb'1Y TO MAIN AM 1Y!�E5 PCLWRbWEEYVE !}i NEWDOM AS SHOVES. In A FLYMO CONPTQY MAY. NOUNE M PGLYEMHPtFE AN MIL, i N SOu Ofl N9NU CQNOIRAHA4 ARE A PR(RE.EL, I'a AGE STRAPS, _ DA A9 ItEQUEBTEO EY' ]N6 ENWaTER. ATTACH WON 10 Oc WRE, {` M•'AEMOVE AFTER ONE YEAR J i z SEEDLING TREE SHELTER DETAIL ' / r KATHY DYE All PLANTING SOIL mom �,il,r C[PPUF �-^- VNOfSNR8t9 So, LOGUNFA SOIL ANN SAL AMENDNENTi 1 Ni EVIL aEvnnoN MIN. 1^" LOO5ENE0 ' s0u, llAnH SOIL AMeuUM£nm UNLIISNRBFD SAIL STANDARD WEAK STAKING / GUYING DETAIL ENGINEERING REVISED: 1-14 FXE NAMEQ,.\84G\9PEOS\5311 DEPARTMENT 1 BFnarM SArac ml IJE:M1O RRRNCH .fi 6 (� LURE BRAWN i' JJ/ 1E E .� F p.�J�JJI A N (B,'iI AT x BRANCH CDLUR lI I( DRAM MACH PRUN M TR SOME CONIFERS INcoRF£QT GILT m0 GIDS�I REwLnnD IN DISCp9ITM CALLUS FGRMARCN AFTER ME SEASON OF GROM4TH CORRECT CUT WERE, 6RAfIGFT NOTTAR BUT NO STUB) RESULTING IN TENEMENTS IX%IGN .1 S{hKIM CALLUS A.... AFTER ONE MATIN OY ANIIWM, 213 TO PRpN NG TI. �S BUT PN AT � WAY THRWSH HE STEV'MM OUT COMPLETELY HAI BRANCH FROM POINT B TO A. J-HTOW CUT FR00 PONT C TO D. P-^T 0 i5 HARD 10 AND. DROP A LUMB L HE VERTICALLY VOWED TO PAN INS i F, SHI H$ APPPOAAAAMUY EQUAL TO%CE- PHOINO LCIS' IV'wme VAPHON CnLLttR (C: 10 D) vNED NOi GLEN WT IC TO K) 9Lb0 NOT LEAL£ STUDS IS To A) N ARMS, ME TD PRUNE IS EAM R UN T U2D FOR RETN1Cwc TME B DO SElSUf CR EFRLY ,SPIN C, A CVNTRD:f TUG TE1Q SM HOOD t%Y BRANCH! OF MAIN C PRUNIIYO tt09E LONG BIARITBD S'UK AN PAINTING NAXE IN APRIL MAY. 5TFJL5 GP BRANCHES NV CUT .LINE M .MA QITNNR BACK TO A LARGE 8 e. M4EA%pRly PAINT DPH W,ONNO$ LM1TEPA' BNAtKX' W MAA IN APRS, MAY .UNE O6! DULY ,'{����I1{I'��(�}�E�/� WIN ihEE% PAINT OE EH0.LAIC. M II I� 111 DROP CROTCH OR CUTTING BACK BRANCHES SMALLER EACH 2` M DIAMETER SHOULD BE CLD .NMT BEYOND A LATERAL BUD CR PRUNING SMALL BRANCHES ANOTTHER WALL LATERA. DAMO . ME IDEAL CUT SHOULD BE SHARP, P RUN71tG DETAILS (Sh A ygM tphpd55) ii DEAN, AND MADE ON A SLIGHT MOVES SIGNWIT DC QUINT MADE HMAN pry THE PLAN ORC BY WENPGNEER AND PRESERVED RY Art CNINTRAYMN, _. NDiEffi C DRIP INF. I."PU GE THE TEMPORARY FENCE. 2"REDUCE SLOPE ROUNGNC INHERE Rtlbi ZONES 1LALL OCNBTRUCTIOP UEDS S,6 RIOV ED By W NORMAL ELOPE ftO:NDUIG. A9 "M�CVON APPROVED RY BY ORMAL R S^VARY SPIN SLCFE MEYNESS TN AMD 184E LOSS9t UNNECulWAV,' MET CAMACL A$ APPROVED DYMEE ENCNEER////-1EAPORMY FENCE X / :NORNAp IMMANDC FLRHISI AND INSTALL ,EM(bRARV FENCE AT THE 1REE'S [4!PIINE CR CONSTROCEON LAMINS AS SPCCINED, PRIM N A.Y 4ONSiRIICMXLL WHEN POMMINC MACE MOMS 23 FEET BEYOND ME DRIP LIRE, PLACE PRENESROM STOPS ALONG FWLE AT 26• MTERTL S SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL MADAM MASSE PREM GFFUND ONE TO NET MASK BRANCH, 1d, 2.2 LB, PLANNED CHAA2L STEEL SIGN OR {Mn(O4Y 5epi) ON AF110.11 Et#IPL, MULC4! --� 1ISHOUe0 6fiL \ FlN19XEL CABLE TO GEUDUCUS TREES OVER a Ctil ANFl EMEAMCY WWAS ,Jt2R 1V Hr 5311 FER ilU2ER MN/DDi S9at COMPOST wH/POT ALM NABS FERMI.. TWAS FAULTING WHEN TYPE MACHINE TRANSPLANTER TREES Jd• ANG UP BARE DMT YREES WA".No BALLED A CURLAPPED Sawas MMEEUFIES tlARE ROOT CA AOATAINER GIRUBS R¢K4 LARGER THAN UANWTUHOLfS LARGE WACHINE TRANSPLANT IRE PLANTING DETAIL FP,MgC 4i INNCAOOL01191ER PER 50 - 100 MOMS: 11UNICE COMPACRON UP fli VIILTI'a WERE IT MEAUNS BY DRNtAC. 50 (2") PAM. HUES In THE MAL TO A CEPTN OF ASU 1 (2b11. KOH a RFBMA THETREE .� CONCENTRIC ARMS our T6 THE YF3T CTIUY MS. -Rom sysmr BaDGE / Ott ATTEND OF ROOT OANAC&T TREFB LULL BE f NRRATORY PIIN xEgDIEED TO MAINTAIN PERCH E BUT NOT EKEPSIVE SOIL MOISTURE TO A OR TH OF Ya YNmw ME UND4NRREO FAR DF THE TMEM. MARC DFANRN IE 3."A 5 INCH LAMB OF Vt%3KNEP MULCH PLACED OVER A TYPE N (37A3) ODO1EXTILE IYANIC MAY NO ABU Ix LIE' Up ME NUNI OMWTM PRIp4E. - a -MADE OUTURNATEO r THE TAVT OR WHON ^' WOOD D BY ME PICRJEEF, ALL TRF£ ROOTS AT THE GCNSTRUCnW NATO A UT SHAU- Q.EA'AE i0 IHE MINIMUM NEPTN ROOT SYSTEM p121pGE AND VIpRA70ftPY PLOW yNNEcTRepssT�AEa1'gFOrt %n 1HCeffi WITHNO A HOOT _ UITTQ PRICRDTO kV CxJ,VAnAN ROOTT ENDS EXPOSED BY E%ChVATICM ACNVI11E5 BNALL BE 1MMEpAIELY MHEAREO WITH A 6" LA. OP AMACEM SOIL 8A[K£ LL. REGRAOE, - AN INSTALL RETAINING WAN. A DESIGNATED N THE PLAN OF WEEN DIRECTED BY THE NNNEL. Oi1ANEER' PROIEORgH ZONE '+ f CONSIIPMCTIOA No Q t8 NOS PASc p'vCft NOWT NES, OON5YP11rvY ROOT 5>*u',FM MANE VIM MEF S" w 1vrT¢B pN Y.a IYMRCR^a PLACRO flAUiE3Y 10 111E TINES. Ai1NK. TREE PROTECTIO`! 2" INCE DIVAEYEH AT ' ININIMY! gSEANCE FRIX,1 Al, ASWf ORWNP FADE A' TREE TRNIK N f'� _ 2 '$NMNEryNN UFFnStuW INSTALLATIONS 1MANY E�OCCCCUpRe ED UTILITY INSTALIATON TUNNEL kYTTEE A905fEL'MbRi Ti n£ CUJIRALTdE OXT. GORE (NIINEL UNPEW TREE ROOTS MAT ARE TO SO IX R�O. IME CWTRACTOR SHALL MAKE NDTSLURFAEDVIININTTHI ATEfiELIw THE ROOT PROTECTIOIN ANtS TRENCHI"""Po^^^i��NOi DETAILS Lw Prahcliwl Oo NUT FTHIF'J? ME FENCED AREA W5 appre�a< W1 Wt1 A. {IMta cT IAd TU rt rVW aurvnq ryc lruclion % 12" FABRICATE 12• x DX a/D' STUN Wm D,>R' RADIUS CORNE ll SDN SHALL BE WIFE WM BLACK LETTERING. ADMAN SIQN f0 POS! USING I- LENOIH WOOL FUTEW5, PLACED AT 2.Y AND 1,3' RESPECTIVELY FROM TINE SCTTOM EDGE OF ME SOL PROTECTION SIGN DETAIL ANY ML NEIXHREB MOM THE ORP LINE OF 1X445 WALL BE AN UNOMPACTEU (NTH A COURSE SAND COMPONENT) SAVOY LOAM TOPMAL KNOUGAM ME MAY DOWNS INSTALLING PERFORMED) in LAW AT LEAST MAC PALBAYECD ENO OFTEDON AS W AERABD5 $Y RACAL SANDY LOAM FILL DETAIL cm Of ENGINEERING IM IC: REVISELT 1-10 FILE NAME:G \ENG\SPEfS\5312 maw DEPARTMENT 6312 VEGETATION PROTEC71ON DETAIL DATE ISSUE DATE ISSUE 6-5-15 CITY SUBMITTAL 6-16-15 CITY COMMENTS GILL l GLACCUM PROPERTY 12 PRELIMINARY PLAT AND REZONING LANDSCAPE DETAILS SUBMITTAL SHEET 12 OF 12 IPUCEWALL CIM414KM FASTEN LOOSELYTOFEN WITH BIODEGRMAETE STRIP FASTEN LOOSELY TO IJATT I WITH EMODEGRAOABLE STRONG PX BS' WOOD LATH. DRIVE 12 MCI OANTINVOURY, LW TOB BEYOND TERMWALVA i NO TE: [DETAILS ABOVE WFtAWNN, DETAILBABOVE A9 gPR.KGAHIE. I NNE PLANTING DETAIL MOP (FrAm 1_10 I RLE NAN@N!\ENO\S8EL7$\530D � ENGINEERING �aATe 5309 I PLANTING DETAILS FOR 686NBS9S6ll I DEPARTMENT TYPICAL INDIADUAL PLANTINGS NOTES: T."BARERODT PERENNIALS b4PSTeE REQ IN3.'TAtSEDIN THE $PRWO BY "LIPffi Y$T IF PUMMO W FALL-FOGRYi FALLDEC9GIOLGS DRIES, 2!"AGRtALDATI5 MAYQNANCEI'IRPEFXAAKN UPXgN SEASONALOONOITEXNS, AS OPSTi:RMRMEO BY PFiE ENGINEEfl. 8."FALL FLANIRNG MAY FDT BE RECO ORAU.aWED. L+EE BPEC:ML PROVIS{OMSFORSPECFD T WP N & ENQ POLINEWOOGRAGG FALLGInTa:NT NEfNESEmBPry4 RZ LMEIt I ,PQ ONTEW T. SYRIAN, MOUNTAIN ASH, WPM WILLOW, ON L'FORDEC4OVCUS THREES *RVDOAT PROJECT LOCATION PUJMONERRY; CAM, ND MANAGE S'FORG'ONnfE oUS MES HALE GCCAVA'IIOM WIDTH IN SPRENO FALL AGLQMNdOSWCBiRRMiMUM TSN NEY PERENULS OOR(6ER DEGIDUCUB SEEDLINGS DECAXRkIX4 FERMS, BTW PLN941NGDIRAAS SAY APR 21 APRIL2T APN 21 .1 AGG 28 SVW i P P PLANTINGBEDANV OACMFDL E{, �r R� PI AWED 1D TD T4 �H RT O Silil % GURU, 16 SOIL Th{OGOUG},gY t003. TOg,I JWNEt JUNE1 NCV, ( ENEq JAI J4WEG MULCki S RIMMED GRATJE / MAY1 AFTRpB,? s AE'MpIL7 OOTLp.14 AUG.'..!' 2 RAM ,A QE iR MAY tT T FMY 19 NgY.tD 53fl�E'.tD PLANTING DETA&FMMMOPLrW INGBEDS OPRARIA PLARTWO DAZE 2ANBS IN MHVNEROTA db ZONE I WRIGHT F11i°116ENJ PLANT HARDINESS IN CHANHASSEN IS ZONE AEG AVERAGE ANNUAL. EXTREME MINIMUM TEMPERATURE RANGE FOR ZONE 4D IS -25 TO -20. DECREES (F) ALL PtAHtr $ft30X £HALL RE DEEMED ASLFFOR HMDINESS: i,'NTTW Y4'O THRMWNB6LTTA ZONE 46 WHERETHE BREIS LOCATEDANO: � A"P W$Tl CKMOEOMUMENTEDAB S!HPLAENE STOCK, IrTaRom OUEBioi ACB'&PTASFB CONEEAND LT GROWN FOR AT EGMWTNG GABA ORGANIC RANGE LIMIT& CNE BE DOOU.WNMDA3 TWOYVAF4W3THIN TGEACOEPTAALRUMRS HAVINOTHS WWSO=gND ROMMANDIRRAFT VANESSA ELT SSMI ONEAVACCEPTARIMPYAUNDE flTOCK 9PJGINATS#i WITIDI THEAOOEPTABLR S'fOCNfaiOWING RRNOE ABOVE. SPENDING PANGS LSATT& AGASPFABIfiPIJNt PriDA(G;I.NIY9 N.YNIA11Fp 1 Uaawnawxapm�eazaAENm (f REVISED: FILE NAME. ENGINEERING PI - 3 --14 G:\ENG\SPECS\5310 DEPARTNENT 11 A 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PHONE (612) 990-0666 INSTALL TLE DRAINAGE INSTALL GRANULAR FILTER E.°'EXC4VAIE IDLE OR SED TO ALLOW FLACINGTHE TOP GIF THE ROOlMASB 1'3' 1."EX{YAVATE MME OR DEC TOAULQW f RTi Wi FINMHEO F TMETEXOFROOr MASS1"-B' E +'MINIMUM OiAMBEHA TLE THENWAREAN FINISHED GRAM, DAYUGHT9NGAT ALOWREi ORAD&AS Y E NGIN AFP R TH E EER :'°AUGER S'OAMETEHHOLESENRAELY & ETE RANTINOAO TU THIROUbTIi7MERMOUS OR DENRMEWKG DE'PALS (SHEETFy . ORA WRDFAttWILiAYBRTS TO ATJEOUATELY ORNk SLAGSQIL 0."T CdiLI4LAWOER HOLES}ttR!A UNWIITH":NRM INCDRFORAiED MANAGE SOIL aPBBW SANOANO bO% .'•- b,'`GTgAt4iUMPLTNTINGNNXNMING INSTALL MINI -BERM T TOPLAMONOm M'NLR SHEER 1.•"EXOAVATE HOLE p'i SEARABto T HE mm E2 QFTt1ENWTMM1SS. HEINSIDE MAY UBifK3 ALTERNATIVE 2,•`BENSMCTRB VAPOR USEaBALLeF. S9ND WNDOY TAPE TO S"OON'SIAUCTR6EMWRH SN'DvttMVM USE SHALIIk DF.TERMWEOBY'THE T'OR�It. EY.TENDTHEBERiA BASETOA f3CDlTRALTOF?WDBURNEgrro wIDTHDP2TGMES RNEREwM HF.KGHr. APPNC%At OYTHE ENGINEER gpygTEAAtiiWGACCO�IFk3T4 pGdVMRMGh�TALS (SHEETA) . AI.TERNATNE PLANTING DETAILS FOR POORLY ORAtNED L - evAga� SUBSIDINq O R DETERIORATING SNRCdi SHALL EE ACCEPTAOLE THROUGHaVTTGaNTRAP PTTGNTHEMULDHDEFTH IS MABNAWED AT&M-T`XHATALL MBEEREA{NYJQLYUEDHVMPENll AOCEpTWLACENWMULCHSNAlL TOATS, CPEiATOORDS TH E NAVE CONTPMWATPDTFIE MEKgt WEM Spl. NOTE: 1."REMOVE MULCH FLACIRDIGATOUP111 GRATER THAN! THAT SPEiCIPTEB WHENI SUPPORTED BY Tt#PENPSANBER 2"1MULLMLR.CHLACK NOLESS THANSAND NO MOMS MW FROEd THE'IRIINKK MIREN PIAGEMFM'UETAG 5310 ' PLANTING DETAILS FOR STEEP SLOPES/MASS BED PLANTINGS 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX A L L I A N T www.alliant-inc.com ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DR? ECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA MARK KRONBECK , ASLA DATE LICENSE NO PROJECT TEAM DESIGNED: MPR DRAWN: EMK PROJECT NO: 215.0030 QA/QC REVIEW BY DATE 1 YYH ?M A Of1JB.F LAYERED CYppNDER UANO 0.25' tiD I ",MN OVER INE TOP ECS CE WE OALVANIi.EO PfidOEO MkRE NEER {HARCWAPE SOTTO?. NAPE NIGH DENSITY POYETYAPPE) Tp UBLAP FIE AIF SAM 2".' nwNV.5 DIE THREE MITTEN TAea, 2.RNRit£ Rq P A P OPPOSING HEARi'NOOD WHERE MEN 2 •,`Wi ISE TIDE NITD a OFFLE HITH STAKES INTO THE MOMS r" FROM ME CENTER OF THE IHE SOD TARS OH ME ENTOW W TREE STEM. T`.E CIRO.E 24" .111 W FGR DEGWffi5 ].•'SECURE THE MEEH CttINCER i0 THE OVTAOE CF ME I HaEE TAHNEES D' MIN. xr Far ,}.•ALIGN ME HIfI4ES AND B£(1f1 STAKES URAL SHEET. SCREWS AND WASHERS E 1/ WJE RATCH£RipCY.WC ➢ES AWING THE OVERLAP. SHAW ttc Ix ALvgNlzm APPROAM1IAh1Y 4• qt CENTER ALDNC TIE OKRLNP. STAKE fi'Anl HOOH TLRIXIGH YHE OMAN 0 INTIXC NECT THE HOPE yI)fiLM" SMALL BE RW .` HEAD GALVANIZED 11V OA, x AFER SLUING ME WaF MVOUGH 3(0 `LNG MIH WASHERS,. ALL A' ME HBCES. NPN Tic FOIE GR ,W.BI IE(NARQS THE IH91GE 6 ££ THE NC. "RATCHET -LOOK FES SHALL BE ii AND AT LEAS! rV B'Y'USH HiE ST�HE RITC THE tD1tARM, LCP10. _ WANE A MINIMUM CF'20 IVO WE lANOS D UuPLES 8• LENGTH, 2 PER 4."'IM@ED hIE LItRER fW:E OF TIE ME31 CYLINDER i' TAH} THRWGH THEN LEE 81 RELc NOT SW, SURFACE MAHOUT P15TJRBIINQ DIE BtEE THE 3 BOTTOM TAM AT OPMERTE. ROOTS. KNOLLS TO SLUDGE THE HOPE TO OU -MILT EMS DIEMS ACUL NOT GE PERMITTED AT ME TOP OF THE THE ERRING. gHJN�ER, CUT E ETANE MUSH WITH TEE TDP D " F ME "MULCH WORN THE CNJNOER Mi HJ NOT TWEED 3. DEPTH AND SHAll RE C"AILRDH YAMW ]HE CYUINDIM SHALL NOT E%CEGO S" l ' Mill,,, PULLED BACK FROM THE HOPE AS OF.HTIt AND RLtIL EY. 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Ulm IN COLOR Lops N DLL R TO A M'wNtW LRNP`sx M $TAPE DIIRINC (ivLOV PER TAB USE CULTIVATE BACKFILL SOL REM04E ALL C ' 24" SIt.E FCR DECIDUOUS TAE£$ IS, 912E POR i P Y9 t J CONIf6ROUS TREES 55.23 PREVAILING AMND�a 3.25" MIN, L•«tSE SEAMLESS. SHELTER. MIN -WA -I ._.. ... PAID NTD SEMI TRANELUNEfNT PWMAaVA11 NE TIMES WE A LA$EH RODENT P?OTECT ON DETAIL (OPTION 2) NETTING UNE PEIADRAHDN AND MI LASER JUNE WTWARO-FLARED TOP RIM. PERFRNATpV TUBE SHELTER E"SEECUM THE SHELTER WTH NYLON NOTES: CxCi LUekIIVD TIES APACnEA 10 A 1 % t" VWI R OAK STAN" 10 `M`G4 L115TEEL POSTS 10 Be W9FCYY0 MAY CHILLED TO j5''[[AII�Y ^ n, P pIS.000ANG OR iWI5TN0. IMBEp THE RETAIN GUY SM PUtS OUTSIDE (P RMT LENGTH VARIEs5 W{Si1W OF THF, N5£ A MINIMUM OF BALL. CRIVE PLUMP REGA&OLE56 iF CROINID 1 BELOW ME SOIL SURFACE WEMUT 9 T RO LEp 5144E REIEA'�M.E UISTERDHO ME TREE BO.M, t-FIAME G 1111E SYSTEMS NOT pGER HOSE AILD ORR�MRHdi� A"N,`L RATCHET TE i0 ,T'NNSlN.L A PLASTIC RHOTOOE'FlADA&E APPROVED. SECURE SOME W /1 MI NETTHAO OMAN AND ACBE MEE THE Ttl" LONG ANGLES NEE RECESS ?CP U TNF. MBE TO ITSVONT TWEE 5 AttTNC Ig rypi SELLERS SNILFtG DItRMMANT GB OWLS, RLL. FP:TIIMO IPtW oR CEGE5Sb'1Y TO MAIN AM 1Y!�E5 PCLWRbWEEYVE !}i NEWDOM AS SHOVES. In A FLYMO CONPTQY MAY. NOUNE M PGLYEMHPtFE AN MIL, i N SOu Ofl N9NU CQNOIRAHA4 ARE A PR(RE.EL, I'a AGE STRAPS, _ DA A9 ItEQUEBTEO EY' ]N6 ENWaTER. ATTACH WON 10 Oc WRE, {` M•'AEMOVE AFTER ONE YEAR J i z SEEDLING TREE SHELTER DETAIL ' / r KATHY DYE All PLANTING SOIL mom �,il,r C[PPUF �-^- VNOfSNR8t9 So, LOGUNFA SOIL ANN SAL AMENDNENTi 1 Ni EVIL aEvnnoN MIN. 1^" LOO5ENE0 ' s0u, llAnH SOIL AMeuUM£nm UNLIISNRBFD SAIL STANDARD WEAK STAKING / GUYING DETAIL ENGINEERING REVISED: 1-14 FXE NAMEQ,.\84G\9PEOS\5311 DEPARTMENT 1 BFnarM SArac ml IJE:M1O RRRNCH .fi 6 (� LURE BRAWN i' JJ/ 1E E .� F p.�J�JJI A N (B,'iI AT x BRANCH CDLUR lI I( DRAM MACH PRUN M TR SOME CONIFERS INcoRF£QT GILT m0 GIDS�I REwLnnD IN DISCp9ITM CALLUS FGRMARCN AFTER ME SEASON OF GROM4TH CORRECT CUT WERE, 6RAfIGFT NOTTAR BUT NO STUB) RESULTING IN TENEMENTS IX%IGN .1 S{hKIM CALLUS A.... AFTER ONE MATIN OY ANIIWM, 213 TO PRpN NG TI. �S BUT PN AT � WAY THRWSH HE STEV'MM OUT COMPLETELY HAI BRANCH FROM POINT B TO A. J-HTOW CUT FR00 PONT C TO D. P-^T 0 i5 HARD 10 AND. DROP A LUMB L HE VERTICALLY VOWED TO PAN INS i F, SHI H$ APPPOAAAAMUY EQUAL TO%CE- PHOINO LCIS' IV'wme VAPHON CnLLttR (C: 10 D) vNED NOi GLEN WT IC TO K) 9Lb0 NOT LEAL£ STUDS IS To A) N ARMS, ME TD PRUNE IS EAM R UN T U2D FOR RETN1Cwc TME B DO SElSUf CR EFRLY ,SPIN C, A CVNTRD:f TUG TE1Q SM HOOD t%Y BRANCH! OF MAIN C PRUNIIYO tt09E LONG BIARITBD S'UK AN PAINTING NAXE IN APRIL MAY. 5TFJL5 GP BRANCHES NV CUT .LINE M .MA QITNNR BACK TO A LARGE 8 e. M4EA%pRly PAINT DPH W,ONNO$ LM1TEPA' BNAtKX' W MAA IN APRS, MAY .UNE O6! DULY ,'{����I1{I'��(�}�E�/� WIN ihEE% PAINT OE EH0.LAIC. M II I� 111 DROP CROTCH OR CUTTING BACK BRANCHES SMALLER EACH 2` M DIAMETER SHOULD BE CLD .NMT BEYOND A LATERAL BUD CR PRUNING SMALL BRANCHES ANOTTHER WALL LATERA. DAMO . ME IDEAL CUT SHOULD BE SHARP, P RUN71tG DETAILS (Sh A ygM tphpd55) ii DEAN, AND MADE ON A SLIGHT MOVES SIGNWIT DC QUINT MADE HMAN pry THE PLAN ORC BY WENPGNEER AND PRESERVED RY Art CNINTRAYMN, _. NDiEffi C DRIP INF. I."PU GE THE TEMPORARY FENCE. 2"REDUCE SLOPE ROUNGNC INHERE Rtlbi ZONES 1LALL OCNBTRUCTIOP UEDS S,6 RIOV ED By W NORMAL ELOPE ftO:NDUIG. A9 "M�CVON APPROVED RY BY ORMAL R S^VARY SPIN SLCFE MEYNESS TN AMD 184E LOSS9t UNNECulWAV,' MET CAMACL A$ APPROVED DYMEE ENCNEER////-1EAPORMY FENCE X / :NORNAp IMMANDC FLRHISI AND INSTALL ,EM(bRARV FENCE AT THE 1REE'S [4!PIINE CR CONSTROCEON LAMINS AS SPCCINED, PRIM N A.Y 4ONSiRIICMXLL WHEN POMMINC MACE MOMS 23 FEET BEYOND ME DRIP LIRE, PLACE PRENESROM STOPS ALONG FWLE AT 26• MTERTL S SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL MADAM MASSE PREM GFFUND ONE TO NET MASK BRANCH, 1d, 2.2 LB, PLANNED CHAA2L STEEL SIGN OR {Mn(O4Y 5epi) ON AF110.11 Et#IPL, MULC4! --� 1ISHOUe0 6fiL \ FlN19XEL CABLE TO GEUDUCUS TREES OVER a Ctil ANFl EMEAMCY WWAS ,Jt2R 1V Hr 5311 FER ilU2ER MN/DDi S9at COMPOST wH/POT ALM NABS FERMI.. TWAS FAULTING WHEN TYPE MACHINE TRANSPLANTER TREES Jd• ANG UP BARE DMT YREES WA".No BALLED A CURLAPPED Sawas MMEEUFIES tlARE ROOT CA AOATAINER GIRUBS R¢K4 LARGER THAN UANWTUHOLfS LARGE WACHINE TRANSPLANT IRE PLANTING DETAIL FP,MgC 4i INNCAOOL01191ER PER 50 - 100 MOMS: 11UNICE COMPACRON UP fli VIILTI'a WERE IT MEAUNS BY DRNtAC. 50 (2") PAM. HUES In THE MAL TO A CEPTN OF ASU 1 (2b11. KOH a RFBMA THETREE .� CONCENTRIC ARMS our T6 THE YF3T CTIUY MS. -Rom sysmr BaDGE / Ott ATTEND OF ROOT OANAC&T TREFB LULL BE f NRRATORY PIIN xEgDIEED TO MAINTAIN PERCH E BUT NOT EKEPSIVE SOIL MOISTURE TO A OR TH OF Ya YNmw ME UND4NRREO FAR DF THE TMEM. MARC DFANRN IE 3."A 5 INCH LAMB OF Vt%3KNEP MULCH PLACED OVER A TYPE N (37A3) ODO1EXTILE IYANIC MAY NO ABU Ix LIE' Up ME NUNI OMWTM PRIp4E. - a -MADE OUTURNATEO r THE TAVT OR WHON ^' WOOD D BY ME PICRJEEF, ALL TRF£ ROOTS AT THE GCNSTRUCnW NATO A UT SHAU- Q.EA'AE i0 IHE MINIMUM NEPTN ROOT SYSTEM p121pGE AND VIpRA70ftPY PLOW yNNEcTRepssT�AEa1'gFOrt %n 1HCeffi WITHNO A HOOT _ UITTQ PRICRDTO kV CxJ,VAnAN ROOTT ENDS EXPOSED BY E%ChVATICM ACNVI11E5 BNALL BE 1MMEpAIELY MHEAREO WITH A 6" LA. OP AMACEM SOIL 8A[K£ LL. REGRAOE, - AN INSTALL RETAINING WAN. A DESIGNATED N THE PLAN OF WEEN DIRECTED BY THE NNNEL. Oi1ANEER' PROIEORgH ZONE '+ f CONSIIPMCTIOA No Q t8 NOS PASc p'vCft NOWT NES, OON5YP11rvY ROOT 5>*u',FM MANE VIM MEF S" w 1vrT¢B pN Y.a IYMRCR^a PLACRO flAUiE3Y 10 111E TINES. Ai1NK. TREE PROTECTIO`! 2" INCE DIVAEYEH AT ' ININIMY! gSEANCE FRIX,1 Al, ASWf ORWNP FADE A' TREE TRNIK N f'� _ 2 '$NMNEryNN UFFnStuW INSTALLATIONS 1MANY E�OCCCCUpRe ED UTILITY INSTALIATON TUNNEL kYTTEE A905fEL'MbRi Ti n£ CUJIRALTdE OXT. GORE (NIINEL UNPEW TREE ROOTS MAT ARE TO SO IX R�O. IME CWTRACTOR SHALL MAKE NDTSLURFAEDVIININTTHI ATEfiELIw THE ROOT PROTECTIOIN ANtS TRENCHI"""Po^^^i��NOi DETAILS Lw Prahcliwl Oo NUT FTHIF'J? ME FENCED AREA W5 appre�a< W1 Wt1 A. {IMta cT IAd TU rt rVW aurvnq ryc lruclion % 12" FABRICATE 12• x DX a/D' STUN Wm D,>R' RADIUS CORNE ll SDN SHALL BE WIFE WM BLACK LETTERING. ADMAN SIQN f0 POS! USING I- LENOIH WOOL FUTEW5, PLACED AT 2.Y AND 1,3' RESPECTIVELY FROM TINE SCTTOM EDGE OF ME SOL PROTECTION SIGN DETAIL ANY ML NEIXHREB MOM THE ORP LINE OF 1X445 WALL BE AN UNOMPACTEU (NTH A COURSE SAND COMPONENT) SAVOY LOAM TOPMAL KNOUGAM ME MAY DOWNS INSTALLING PERFORMED) in LAW AT LEAST MAC PALBAYECD ENO OFTEDON AS W AERABD5 $Y RACAL SANDY LOAM FILL DETAIL cm Of ENGINEERING IM IC: REVISELT 1-10 FILE NAME:G \ENG\SPEfS\5312 maw DEPARTMENT 6312 VEGETATION PROTEC71ON DETAIL DATE ISSUE DATE ISSUE 6-5-15 CITY SUBMITTAL 6-16-15 CITY COMMENTS GILL l GLACCUM PROPERTY 12 PRELIMINARY PLAT AND REZONING LANDSCAPE DETAILS SUBMITTAL SHEET 12 OF 12 db ZONE I WRIGHT F11i°116ENJ PLANT HARDINESS IN CHANHASSEN IS ZONE AEG AVERAGE ANNUAL. EXTREME MINIMUM TEMPERATURE RANGE FOR ZONE 4D IS -25 TO -20. DECREES (F) ALL PtAHtr $ft30X £HALL RE DEEMED ASLFFOR HMDINESS: i,'NTTW Y4'O THRMWNB6LTTA ZONE 46 WHERETHE BREIS LOCATEDANO: � A"P W$Tl CKMOEOMUMENTEDAB S!HPLAENE STOCK, IrTaRom OUEBioi ACB'&PTASFB CONEEAND LT GROWN FOR AT EGMWTNG GABA ORGANIC RANGE LIMIT& CNE BE DOOU.WNMDA3 TWOYVAF4W3THIN TGEACOEPTAALRUMRS HAVINOTHS WWSO=gND ROMMANDIRRAFT VANESSA ELT SSMI ONEAVACCEPTARIMPYAUNDE flTOCK 9PJGINATS#i WITIDI THEAOOEPTABLR S'fOCNfaiOWING RRNOE ABOVE. SPENDING PANGS LSATT& AGASPFABIfiPIJNt PriDA(G;I.NIY9 N.YNIA11Fp 1 Uaawnawxapm�eazaAENm (f REVISED: FILE NAME. ENGINEERING PI - 3 --14 G:\ENG\SPECS\5310 DEPARTNENT 11 A 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PHONE (612) 990-0666 INSTALL TLE DRAINAGE INSTALL GRANULAR FILTER E.°'EXC4VAIE IDLE OR SED TO ALLOW FLACINGTHE TOP GIF THE ROOlMASB 1'3' 1."EX{YAVATE MME OR DEC TOAULQW f RTi Wi FINMHEO F TMETEXOFROOr MASS1"-B' E +'MINIMUM OiAMBEHA TLE THENWAREAN FINISHED GRAM, DAYUGHT9NGAT ALOWREi ORAD&AS Y E NGIN AFP R TH E EER :'°AUGER S'OAMETEHHOLESENRAELY & ETE RANTINOAO TU THIROUbTIi7MERMOUS OR DENRMEWKG DE'PALS (SHEETFy . ORA WRDFAttWILiAYBRTS TO ATJEOUATELY ORNk SLAGSQIL 0."T CdiLI4LAWOER HOLES}ttR!A UNWIITH":NRM INCDRFORAiED MANAGE SOIL aPBBW SANOANO bO% .'•- b,'`GTgAt4iUMPLTNTINGNNXNMING INSTALL MINI -BERM T TOPLAMONOm M'NLR SHEER 1.•"EXOAVATE HOLE p'i SEARABto T HE mm E2 QFTt1ENWTMM1SS. HEINSIDE MAY UBifK3 ALTERNATIVE 2,•`BENSMCTRB VAPOR USEaBALLeF. S9ND WNDOY TAPE TO S"OON'SIAUCTR6EMWRH SN'DvttMVM USE SHALIIk DF.TERMWEOBY'THE T'OR�It. EY.TENDTHEBERiA BASETOA f3CDlTRALTOF?WDBURNEgrro wIDTHDP2TGMES RNEREwM HF.KGHr. APPNC%At OYTHE ENGINEER gpygTEAAtiiWGACCO�IFk3T4 pGdVMRMGh�TALS (SHEETA) . AI.TERNATNE PLANTING DETAILS FOR POORLY ORAtNED L - evAga� SUBSIDINq O R DETERIORATING SNRCdi SHALL EE ACCEPTAOLE THROUGHaVTTGaNTRAP PTTGNTHEMULDHDEFTH IS MABNAWED AT&M-T`XHATALL MBEEREA{NYJQLYUEDHVMPENll AOCEpTWLACENWMULCHSNAlL TOATS, CPEiATOORDS TH E NAVE CONTPMWATPDTFIE MEKgt WEM Spl. NOTE: 1."REMOVE MULCH FLACIRDIGATOUP111 GRATER THAN! THAT SPEiCIPTEB WHENI SUPPORTED BY Tt#PENPSANBER 2"1MULLMLR.CHLACK NOLESS THANSAND NO MOMS MW FROEd THE'IRIINKK MIREN PIAGEMFM'UETAG 5310 ' PLANTING DETAILS FOR STEEP SLOPES/MASS BED PLANTINGS 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX A L L I A N T www.alliant-inc.com ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DR? ECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA MARK KRONBECK , ASLA DATE LICENSE NO PROJECT TEAM DESIGNED: MPR DRAWN: EMK PROJECT NO: 215.0030 QA/QC REVIEW BY DATE 1 YYH ?M A Of1JB.F LAYERED CYppNDER UANO 0.25' tiD I ",MN OVER INE TOP ECS CE WE OALVANIi.EO PfidOEO MkRE NEER {HARCWAPE SOTTO?. NAPE NIGH DENSITY POYETYAPPE) Tp UBLAP FIE AIF SAM 2".' nwNV.5 DIE THREE MITTEN TAea, 2.RNRit£ Rq P A P OPPOSING HEARi'NOOD WHERE MEN 2 •,`Wi ISE TIDE NITD a OFFLE HITH STAKES INTO THE MOMS r" FROM ME CENTER OF THE IHE SOD TARS OH ME ENTOW W TREE STEM. T`.E CIRO.E 24" .111 W FGR DEGWffi5 ].•'SECURE THE MEEH CttINCER i0 THE OVTAOE CF ME I HaEE TAHNEES D' MIN. xr Far ,}.•ALIGN ME HIfI4ES AND B£(1f1 STAKES URAL SHEET. SCREWS AND WASHERS E 1/ WJE RATCH£RipCY.WC ➢ES AWING THE OVERLAP. SHAW ttc Ix ALvgNlzm APPROAM1IAh1Y 4• qt CENTER ALDNC TIE OKRLNP. STAKE fi'Anl HOOH TLRIXIGH YHE OMAN 0 INTIXC NECT THE HOPE yI)fiLM" SMALL BE RW .` HEAD GALVANIZED 11V OA, x AFER SLUING ME WaF MVOUGH 3(0 `LNG MIH WASHERS,. ALL A' ME HBCES. NPN Tic FOIE GR ,W.BI IE(NARQS THE IH91GE 6 ££ THE NC. "RATCHET -LOOK FES SHALL BE ii AND AT LEAS! rV B'Y'USH HiE ST�HE RITC THE tD1tARM, LCP10. _ WANE A MINIMUM CF'20 IVO WE lANOS D UuPLES 8• LENGTH, 2 PER 4."'IM@ED hIE LItRER fW:E OF TIE ME31 CYLINDER i' TAH} THRWGH THEN LEE 81 RELc NOT SW, SURFACE MAHOUT P15TJRBIINQ DIE BtEE THE 3 BOTTOM TAM AT OPMERTE. ROOTS. KNOLLS TO SLUDGE THE HOPE TO OU -MILT EMS DIEMS ACUL NOT GE PERMITTED AT ME TOP OF THE THE ERRING. gHJN�ER, CUT E ETANE MUSH WITH TEE TDP D " F ME "MULCH WORN THE CNJNOER Mi HJ NOT TWEED 3. DEPTH AND SHAll RE C"AILRDH YAMW ]HE CYUINDIM SHALL NOT E%CEGO S" l ' Mill,,, PULLED BACK FROM THE HOPE AS OF.HTIt AND RLtIL EY. FW,Tp@ @ROY, FROM M IRUHX A6 SPECIFlEU IN MPLCH PLACEMENT SPECIFIED IN 4RALT{ PLACEMENT � DETAIL Y UE THL' 1 *"1GTIE 5WQ!A t1RAMl IATC BIO`NCNCE MAY NAVf TO R d r"ME WITHIN 'WHORL OF PINE REM KQ ID ERlei IH AL TIN 1R Mlly NEWT IFIfgNCHES MAY HACK TO 9E RODENT WARDS. RENOWN N PERM, IN$IALLAHM INSTALL OW N1 MpDUODS AND P114E TREES, 00 DDT MST?LL OF IP' MIN. MMMT RODENT GVAROR ON SPRUCC niCES. R n' 7 INSTALL 014 ALL OMPUWS ANO WHO TAKES, M NOT INSTALL ON SPRUCE TREES, RODENT PROIECTILNJ DETAIL CJP'fION T W MIN RY TAB FfYQ IJiIE ?i y i -HINGE R ! L �bTYOAf TA9 ijN.) R GENERAL NOTES SEE SPECIAL PP.OVGSIONS FOR SPECIFIC PROJECT RECHIIREMENTS. ITE PLAN. MEADS REPPEEAN1 ATICLA ELr TMINA1 snR MAINTAINS ME CCNTRADIOIR SHOULD EMBOYST ®IRPLETICH IN SETTING APYHS P• LUSHER IN POURLY rM STO-S DR USING 'TENTATIVE PLANTING FEE TAILS ON SHEET B IC HOLE APIC LTIYATIIXJ 141E GONTIEADIOR I6 REFCYMEY FIND PRUNCNU M£OUATE DRATICKE D LBB -NIGH DENTI .w N HEAVt Pp0 LYETNYLENE. 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SECURE SOME W /1 MI NETTHAO OMAN AND ACBE MEE THE Ttl" LONG ANGLES NEE RECESS ?CP U TNF. MBE TO ITSVONT TWEE 5 AttTNC Ig rypi SELLERS SNILFtG DItRMMANT GB OWLS, RLL. FP:TIIMO IPtW oR CEGE5Sb'1Y TO MAIN AM 1Y!�E5 PCLWRbWEEYVE !}i NEWDOM AS SHOVES. In A FLYMO CONPTQY MAY. NOUNE M PGLYEMHPtFE AN MIL, i N SOu Ofl N9NU CQNOIRAHA4 ARE A PR(RE.EL, I'a AGE STRAPS, _ DA A9 ItEQUEBTEO EY' ]N6 ENWaTER. ATTACH WON 10 Oc WRE, {` M•'AEMOVE AFTER ONE YEAR J i z SEEDLING TREE SHELTER DETAIL ' / r KATHY DYE All PLANTING SOIL mom �,il,r C[PPUF �-^- VNOfSNR8t9 So, LOGUNFA SOIL ANN SAL AMENDNENTi 1 Ni EVIL aEvnnoN MIN. 1^" LOO5ENE0 ' s0u, llAnH SOIL AMeuUM£nm UNLIISNRBFD SAIL STANDARD WEAK STAKING / GUYING DETAIL ENGINEERING REVISED: 1-14 FXE NAMEQ,.\84G\9PEOS\5311 DEPARTMENT 1 BFnarM SArac ml IJE:M1O RRRNCH .fi 6 (� LURE BRAWN i' JJ/ 1E E .� F p.�J�JJI A N (B,'iI AT x BRANCH CDLUR lI I( DRAM MACH PRUN M TR SOME CONIFERS INcoRF£QT GILT m0 GIDS�I REwLnnD IN DISCp9ITM CALLUS FGRMARCN AFTER ME SEASON OF GROM4TH CORRECT CUT WERE, 6RAfIGFT NOTTAR BUT NO STUB) RESULTING IN TENEMENTS IX%IGN .1 S{hKIM CALLUS A.... AFTER ONE MATIN OY ANIIWM, 213 TO PRpN NG TI. �S BUT PN AT � WAY THRWSH HE STEV'MM OUT COMPLETELY HAI BRANCH FROM POINT B TO A. J-HTOW CUT FR00 PONT C TO D. P-^T 0 i5 HARD 10 AND. DROP A LUMB L HE VERTICALLY VOWED TO PAN INS i F, SHI H$ APPPOAAAAMUY EQUAL TO%CE- PHOINO LCIS' IV'wme VAPHON CnLLttR (C: 10 D) vNED NOi GLEN WT IC TO K) 9Lb0 NOT LEAL£ STUDS IS To A) N ARMS, ME TD PRUNE IS EAM R UN T U2D FOR RETN1Cwc TME B DO SElSUf CR EFRLY ,SPIN C, A CVNTRD:f TUG TE1Q SM HOOD t%Y BRANCH! OF MAIN C PRUNIIYO tt09E LONG BIARITBD S'UK AN PAINTING NAXE IN APRIL MAY. 5TFJL5 GP BRANCHES NV CUT .LINE M .MA QITNNR BACK TO A LARGE 8 e. M4EA%pRly PAINT DPH W,ONNO$ LM1TEPA' BNAtKX' W MAA IN APRS, MAY .UNE O6! DULY ,'{����I1{I'��(�}�E�/� WIN ihEE% PAINT OE EH0.LAIC. M II I� 111 DROP CROTCH OR CUTTING BACK BRANCHES SMALLER EACH 2` M DIAMETER SHOULD BE CLD .NMT BEYOND A LATERAL BUD CR PRUNING SMALL BRANCHES ANOTTHER WALL LATERA. DAMO . ME IDEAL CUT SHOULD BE SHARP, P RUN71tG DETAILS (Sh A ygM tphpd55) ii DEAN, AND MADE ON A SLIGHT MOVES SIGNWIT DC QUINT MADE HMAN pry THE PLAN ORC BY WENPGNEER AND PRESERVED RY Art CNINTRAYMN, _. NDiEffi C DRIP INF. I."PU GE THE TEMPORARY FENCE. 2"REDUCE SLOPE ROUNGNC INHERE Rtlbi ZONES 1LALL OCNBTRUCTIOP UEDS S,6 RIOV ED By W NORMAL ELOPE ftO:NDUIG. A9 "M�CVON APPROVED RY BY ORMAL R S^VARY SPIN SLCFE MEYNESS TN AMD 184E LOSS9t UNNECulWAV,' MET CAMACL A$ APPROVED DYMEE ENCNEER////-1EAPORMY FENCE X / :NORNAp IMMANDC FLRHISI AND INSTALL ,EM(bRARV FENCE AT THE 1REE'S [4!PIINE CR CONSTROCEON LAMINS AS SPCCINED, PRIM N A.Y 4ONSiRIICMXLL WHEN POMMINC MACE MOMS 23 FEET BEYOND ME DRIP LIRE, PLACE PRENESROM STOPS ALONG FWLE AT 26• MTERTL S SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL MADAM MASSE PREM GFFUND ONE TO NET MASK BRANCH, 1d, 2.2 LB, PLANNED CHAA2L STEEL SIGN OR {Mn(O4Y 5epi) ON AF110.11 Et#IPL, MULC4! --� 1ISHOUe0 6fiL \ FlN19XEL CABLE TO GEUDUCUS TREES OVER a Ctil ANFl EMEAMCY WWAS ,Jt2R 1V Hr 5311 FER ilU2ER MN/DDi S9at COMPOST wH/POT ALM NABS FERMI.. TWAS FAULTING WHEN TYPE MACHINE TRANSPLANTER TREES Jd• ANG UP BARE DMT YREES WA".No BALLED A CURLAPPED Sawas MMEEUFIES tlARE ROOT CA AOATAINER GIRUBS R¢K4 LARGER THAN UANWTUHOLfS LARGE WACHINE TRANSPLANT IRE PLANTING DETAIL FP,MgC 4i INNCAOOL01191ER PER 50 - 100 MOMS: 11UNICE COMPACRON UP fli VIILTI'a WERE IT MEAUNS BY DRNtAC. 50 (2") PAM. HUES In THE MAL TO A CEPTN OF ASU 1 (2b11. KOH a RFBMA THETREE .� CONCENTRIC ARMS our T6 THE YF3T CTIUY MS. -Rom sysmr BaDGE / Ott ATTEND OF ROOT OANAC&T TREFB LULL BE f NRRATORY PIIN xEgDIEED TO MAINTAIN PERCH E BUT NOT EKEPSIVE SOIL MOISTURE TO A OR TH OF Ya YNmw ME UND4NRREO FAR DF THE TMEM. 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TREE PROTECTIO`! 2" INCE DIVAEYEH AT ' ININIMY! gSEANCE FRIX,1 Al, ASWf ORWNP FADE A' TREE TRNIK N f'� _ 2 '$NMNEryNN UFFnStuW INSTALLATIONS 1MANY E�OCCCCUpRe ED UTILITY INSTALIATON TUNNEL kYTTEE A905fEL'MbRi Ti n£ CUJIRALTdE OXT. GORE (NIINEL UNPEW TREE ROOTS MAT ARE TO SO IX R�O. IME CWTRACTOR SHALL MAKE NDTSLURFAEDVIININTTHI ATEfiELIw THE ROOT PROTECTIOIN ANtS TRENCHI"""Po^^^i��NOi DETAILS Lw Prahcliwl Oo NUT FTHIF'J? ME FENCED AREA W5 appre�a< W1 Wt1 A. {IMta cT IAd TU rt rVW aurvnq ryc lruclion % 12" FABRICATE 12• x DX a/D' STUN Wm D,>R' RADIUS CORNE ll SDN SHALL BE WIFE WM BLACK LETTERING. ADMAN SIQN f0 POS! USING I- LENOIH WOOL FUTEW5, PLACED AT 2.Y AND 1,3' RESPECTIVELY FROM TINE SCTTOM EDGE OF ME SOL PROTECTION SIGN DETAIL ANY ML NEIXHREB MOM THE ORP LINE OF 1X445 WALL BE AN UNOMPACTEU (NTH A COURSE SAND COMPONENT) SAVOY LOAM TOPMAL KNOUGAM ME MAY DOWNS INSTALLING PERFORMED) in LAW AT LEAST MAC PALBAYECD ENO OFTEDON AS W AERABD5 $Y RACAL SANDY LOAM FILL DETAIL cm Of ENGINEERING IM IC: REVISELT 1-10 FILE NAME:G \ENG\SPEfS\5312 maw DEPARTMENT 6312 VEGETATION PROTEC71ON DETAIL DATE ISSUE DATE ISSUE 6-5-15 CITY SUBMITTAL 6-16-15 CITY COMMENTS GILL l GLACCUM PROPERTY 12 PRELIMINARY PLAT AND REZONING LANDSCAPE DETAILS SUBMITTAL SHEET 12 OF 12 11 A 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PHONE (612) 990-0666 INSTALL TLE DRAINAGE INSTALL GRANULAR FILTER E.°'EXC4VAIE IDLE OR SED TO ALLOW FLACINGTHE TOP GIF THE ROOlMASB 1'3' 1."EX{YAVATE MME OR DEC TOAULQW f RTi Wi FINMHEO F TMETEXOFROOr MASS1"-B' E +'MINIMUM OiAMBEHA TLE THENWAREAN FINISHED GRAM, DAYUGHT9NGAT ALOWREi ORAD&AS Y E NGIN AFP R TH E EER :'°AUGER S'OAMETEHHOLESENRAELY & ETE RANTINOAO TU THIROUbTIi7MERMOUS OR DENRMEWKG DE'PALS (SHEETFy . ORA WRDFAttWILiAYBRTS TO ATJEOUATELY ORNk SLAGSQIL 0."T CdiLI4LAWOER HOLES}ttR!A UNWIITH":NRM INCDRFORAiED MANAGE SOIL aPBBW SANOANO bO% .'•- b,'`GTgAt4iUMPLTNTINGNNXNMING INSTALL MINI -BERM T TOPLAMONOm M'NLR SHEER 1.•"EXOAVATE HOLE p'i SEARABto T HE mm E2 QFTt1ENWTMM1SS. HEINSIDE MAY UBifK3 ALTERNATIVE 2,•`BENSMCTRB VAPOR USEaBALLeF. S9ND WNDOY TAPE TO S"OON'SIAUCTR6EMWRH SN'DvttMVM USE SHALIIk DF.TERMWEOBY'THE T'OR�It. EY.TENDTHEBERiA BASETOA f3CDlTRALTOF?WDBURNEgrro wIDTHDP2TGMES RNEREwM HF.KGHr. APPNC%At OYTHE ENGINEER gpygTEAAtiiWGACCO�IFk3T4 pGdVMRMGh�TALS (SHEETA) . AI.TERNATNE PLANTING DETAILS FOR POORLY ORAtNED L - evAga� SUBSIDINq O R DETERIORATING SNRCdi SHALL EE ACCEPTAOLE THROUGHaVTTGaNTRAP PTTGNTHEMULDHDEFTH IS MABNAWED AT&M-T`XHATALL MBEEREA{NYJQLYUEDHVMPENll AOCEpTWLACENWMULCHSNAlL TOATS, CPEiATOORDS TH E NAVE CONTPMWATPDTFIE MEKgt WEM Spl. NOTE: 1."REMOVE MULCH FLACIRDIGATOUP111 GRATER THAN! THAT SPEiCIPTEB WHENI SUPPORTED BY Tt#PENPSANBER 2"1MULLMLR.CHLACK NOLESS THANSAND NO MOMS MW FROEd THE'IRIINKK MIREN PIAGEMFM'UETAG 5310 ' PLANTING DETAILS FOR STEEP SLOPES/MASS BED PLANTINGS 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX A L L I A N T www.alliant-inc.com ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DR? ECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA MARK KRONBECK , ASLA DATE LICENSE NO PROJECT TEAM DESIGNED: MPR DRAWN: EMK PROJECT NO: 215.0030 QA/QC REVIEW BY DATE 1 YYH ?M A Of1JB.F LAYERED CYppNDER UANO 0.25' tiD I ",MN OVER INE TOP ECS CE WE OALVANIi.EO PfidOEO MkRE NEER {HARCWAPE SOTTO?. 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"RATCHET -LOOK FES SHALL BE ii AND AT LEAS! rV B'Y'USH HiE ST�HE RITC THE tD1tARM, LCP10. _ WANE A MINIMUM CF'20 IVO WE lANOS D UuPLES 8• LENGTH, 2 PER 4."'IM@ED hIE LItRER fW:E OF TIE ME31 CYLINDER i' TAH} THRWGH THEN LEE 81 RELc NOT SW, SURFACE MAHOUT P15TJRBIINQ DIE BtEE THE 3 BOTTOM TAM AT OPMERTE. ROOTS. KNOLLS TO SLUDGE THE HOPE TO OU -MILT EMS DIEMS ACUL NOT GE PERMITTED AT ME TOP OF THE THE ERRING. gHJN�ER, CUT E ETANE MUSH WITH TEE TDP D " F ME "MULCH WORN THE CNJNOER Mi HJ NOT TWEED 3. DEPTH AND SHAll RE C"AILRDH YAMW ]HE CYUINDIM SHALL NOT E%CEGO S" l ' Mill,,, PULLED BACK FROM THE HOPE AS OF.HTIt AND RLtIL EY. FW,Tp@ @ROY, FROM M IRUHX A6 SPECIFlEU IN MPLCH PLACEMENT SPECIFIED IN 4RALT{ PLACEMENT � DETAIL Y UE THL' 1 *"1GTIE 5WQ!A t1RAMl IATC BIO`NCNCE MAY NAVf TO R d r"ME WITHIN 'WHORL OF PINE REM KQ ID ERlei IH AL TIN 1R Mlly NEWT IFIfgNCHES MAY HACK TO 9E RODENT WARDS. RENOWN N PERM, IN$IALLAHM INSTALL OW N1 MpDUODS AND P114E TREES, 00 DDT MST?LL OF IP' MIN. MMMT RODENT GVAROR ON SPRUCC niCES. R n' 7 INSTALL 014 ALL OMPUWS ANO WHO TAKES, M NOT INSTALL ON SPRUCE TREES, RODENT PROIECTILNJ DETAIL CJP'fION T W MIN RY TAB FfYQ IJiIE ?i y i -HINGE R ! L �bTYOAf TA9 ijN.) R GENERAL NOTES SEE SPECIAL PP.OVGSIONS FOR SPECIFIC PROJECT RECHIIREMENTS. ITE PLAN. MEADS REPPEEAN1 ATICLA ELr TMINA1 snR MAINTAINS ME CCNTRADIOIR SHOULD EMBOYST ®IRPLETICH IN SETTING APYHS P• LUSHER IN POURLY rM STO-S DR USING 'TENTATIVE PLANTING FEE TAILS ON SHEET B IC HOLE APIC LTIYATIIXJ 141E GONTIEADIOR I6 REFCYMEY FIND PRUNCNU M£OUATE DRATICKE D LBB -NIGH DENTI .w N HEAVt Pp0 LYETNYLENE. Ulm IN COLOR Lops N DLL R TO A M'wNtW LRNP`sx M $TAPE DIIRINC (ivLOV PER TAB USE CULTIVATE BACKFILL SOL REM04E ALL C ' 24" SIt.E FCR DECIDUOUS TAE£$ IS, 912E POR i P Y9 t J CONIf6ROUS TREES 55.23 PREVAILING AMND�a 3.25" MIN, L•«tSE SEAMLESS. SHELTER. MIN -WA -I ._.. ... PAID NTD SEMI TRANELUNEfNT PWMAaVA11 NE TIMES WE A LA$EH RODENT P?OTECT ON DETAIL (OPTION 2) NETTING UNE PEIADRAHDN AND MI LASER JUNE WTWARO-FLARED TOP RIM. PERFRNATpV TUBE SHELTER E"SEECUM THE SHELTER WTH NYLON NOTES: CxCi LUekIIVD TIES APACnEA 10 A 1 % t" VWI R OAK STAN" 10 `M`G4 L115TEEL POSTS 10 Be W9FCYY0 MAY CHILLED TO j5''[[AII�Y ^ n, P pIS.000ANG OR iWI5TN0. IMBEp THE RETAIN GUY SM PUtS OUTSIDE (P RMT LENGTH VARIEs5 W{Si1W OF THF, N5£ A MINIMUM OF BALL. CRIVE PLUMP REGA&OLE56 iF CROINID 1 BELOW ME SOIL SURFACE WEMUT 9 T RO LEp 5144E REIEA'�M.E UISTERDHO ME TREE BO.M, t-FIAME G 1111E SYSTEMS NOT pGER HOSE AILD ORR�MRHdi� A"N,`L RATCHET TE i0 ,T'NNSlN.L A PLASTIC RHOTOOE'FlADA&E APPROVED. SECURE SOME W /1 MI NETTHAO OMAN AND ACBE MEE THE Ttl" LONG ANGLES NEE RECESS ?CP U TNF. MBE TO ITSVONT TWEE 5 AttTNC Ig rypi SELLERS SNILFtG DItRMMANT GB OWLS, RLL. FP:TIIMO IPtW oR CEGE5Sb'1Y TO MAIN AM 1Y!�E5 PCLWRbWEEYVE !}i NEWDOM AS SHOVES. In A FLYMO CONPTQY MAY. NOUNE M PGLYEMHPtFE AN MIL, i N SOu Ofl N9NU CQNOIRAHA4 ARE A PR(RE.EL, I'a AGE STRAPS, _ DA A9 ItEQUEBTEO EY' ]N6 ENWaTER. ATTACH WON 10 Oc WRE, {` M•'AEMOVE AFTER ONE YEAR J i z SEEDLING TREE SHELTER DETAIL ' / r KATHY DYE All PLANTING SOIL mom �,il,r C[PPUF �-^- VNOfSNR8t9 So, LOGUNFA SOIL ANN SAL AMENDNENTi 1 Ni EVIL aEvnnoN MIN. 1^" LOO5ENE0 ' s0u, llAnH SOIL AMeuUM£nm UNLIISNRBFD SAIL STANDARD WEAK STAKING / GUYING DETAIL ENGINEERING REVISED: 1-14 FXE NAMEQ,.\84G\9PEOS\5311 DEPARTMENT 1 BFnarM SArac ml IJE:M1O RRRNCH .fi 6 (� LURE BRAWN i' JJ/ 1E E .� F p.�J�JJI A N (B,'iI AT x BRANCH CDLUR lI I( DRAM MACH PRUN M TR SOME CONIFERS INcoRF£QT GILT m0 GIDS�I REwLnnD IN DISCp9ITM CALLUS FGRMARCN AFTER ME SEASON OF GROM4TH CORRECT CUT WERE, 6RAfIGFT NOTTAR BUT NO STUB) RESULTING IN TENEMENTS IX%IGN .1 S{hKIM CALLUS A.... AFTER ONE MATIN OY ANIIWM, 213 TO PRpN NG TI. �S BUT PN AT � WAY THRWSH HE STEV'MM OUT COMPLETELY HAI BRANCH FROM POINT B TO A. J-HTOW CUT FR00 PONT C TO D. P-^T 0 i5 HARD 10 AND. DROP A LUMB L HE VERTICALLY VOWED TO PAN INS i F, SHI H$ APPPOAAAAMUY EQUAL TO%CE- PHOINO LCIS' IV'wme VAPHON CnLLttR (C: 10 D) vNED NOi GLEN WT IC TO K) 9Lb0 NOT LEAL£ STUDS IS To A) N ARMS, ME TD PRUNE IS EAM R UN T U2D FOR RETN1Cwc TME B DO SElSUf CR EFRLY ,SPIN C, A CVNTRD:f TUG TE1Q SM HOOD t%Y BRANCH! OF MAIN C PRUNIIYO tt09E LONG BIARITBD S'UK AN PAINTING NAXE IN APRIL MAY. 5TFJL5 GP BRANCHES NV CUT .LINE M .MA QITNNR BACK TO A LARGE 8 e. M4EA%pRly PAINT DPH W,ONNO$ LM1TEPA' BNAtKX' W MAA IN APRS, MAY .UNE O6! DULY ,'{����I1{I'��(�}�E�/� WIN ihEE% PAINT OE EH0.LAIC. M II I� 111 DROP CROTCH OR CUTTING BACK BRANCHES SMALLER EACH 2` M DIAMETER SHOULD BE CLD .NMT BEYOND A LATERAL BUD CR PRUNING SMALL BRANCHES ANOTTHER WALL LATERA. DAMO . ME IDEAL CUT SHOULD BE SHARP, P RUN71tG DETAILS (Sh A ygM tphpd55) ii DEAN, AND MADE ON A SLIGHT MOVES SIGNWIT DC QUINT MADE HMAN pry THE PLAN ORC BY WENPGNEER AND PRESERVED RY Art CNINTRAYMN, _. NDiEffi C DRIP INF. I."PU GE THE TEMPORARY FENCE. 2"REDUCE SLOPE ROUNGNC INHERE Rtlbi ZONES 1LALL OCNBTRUCTIOP UEDS S,6 RIOV ED By W NORMAL ELOPE ftO:NDUIG. A9 "M�CVON APPROVED RY BY ORMAL R S^VARY SPIN SLCFE MEYNESS TN AMD 184E LOSS9t UNNECulWAV,' MET CAMACL A$ APPROVED DYMEE ENCNEER////-1EAPORMY FENCE X / :NORNAp IMMANDC FLRHISI AND INSTALL ,EM(bRARV FENCE AT THE 1REE'S [4!PIINE CR CONSTROCEON LAMINS AS SPCCINED, PRIM N A.Y 4ONSiRIICMXLL WHEN POMMINC MACE MOMS 23 FEET BEYOND ME DRIP LIRE, PLACE PRENESROM STOPS ALONG FWLE AT 26• MTERTL S SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL MADAM MASSE PREM GFFUND ONE TO NET MASK BRANCH, 1d, 2.2 LB, PLANNED CHAA2L STEEL SIGN OR {Mn(O4Y 5epi) ON AF110.11 Et#IPL, MULC4! --� 1ISHOUe0 6fiL \ FlN19XEL CABLE TO GEUDUCUS TREES OVER a Ctil ANFl EMEAMCY WWAS ,Jt2R 1V Hr 5311 FER ilU2ER MN/DDi S9at COMPOST wH/POT ALM NABS FERMI.. 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MEADS REPPEEAN1 ATICLA ELr TMINA1 snR MAINTAINS ME CCNTRADIOIR SHOULD EMBOYST ®IRPLETICH IN SETTING APYHS P• LUSHER IN POURLY rM STO-S DR USING 'TENTATIVE PLANTING FEE TAILS ON SHEET B IC HOLE APIC LTIYATIIXJ 141E GONTIEADIOR I6 REFCYMEY FIND PRUNCNU M£OUATE DRATICKE D LBB -NIGH DENTI .w N HEAVt Pp0 LYETNYLENE. Ulm IN COLOR Lops N DLL R TO A M'wNtW LRNP`sx M $TAPE DIIRINC (ivLOV PER TAB USE CULTIVATE BACKFILL SOL REM04E ALL C ' 24" SIt.E FCR DECIDUOUS TAE£$ IS, 912E POR i P Y9 t J CONIf6ROUS TREES 55.23 PREVAILING AMND�a 3.25" MIN, L•«tSE SEAMLESS. SHELTER. MIN -WA -I ._.. ... PAID NTD SEMI TRANELUNEfNT PWMAaVA11 NE TIMES WE A LA$EH RODENT P?OTECT ON DETAIL (OPTION 2) NETTING UNE PEIADRAHDN AND MI LASER JUNE WTWARO-FLARED TOP RIM. PERFRNATpV TUBE SHELTER E"SEECUM THE SHELTER WTH NYLON NOTES: CxCi LUekIIVD TIES APACnEA 10 A 1 % t" VWI R OAK STAN" 10 `M`G4 L115TEEL POSTS 10 Be W9FCYY0 MAY CHILLED TO j5''[[AII�Y ^ n, P pIS.000ANG OR iWI5TN0. IMBEp THE RETAIN GUY SM PUtS OUTSIDE (P RMT LENGTH VARIEs5 W{Si1W OF THF, N5£ A MINIMUM OF BALL. CRIVE PLUMP REGA&OLE56 iF CROINID 1 BELOW ME SOIL SURFACE WEMUT 9 T RO LEp 5144E REIEA'�M.E UISTERDHO ME TREE BO.M, t-FIAME G 1111E SYSTEMS NOT pGER HOSE AILD ORR�MRHdi� A"N,`L RATCHET TE i0 ,T'NNSlN.L A PLASTIC RHOTOOE'FlADA&E APPROVED. SECURE SOME W /1 MI NETTHAO OMAN AND ACBE MEE THE Ttl" LONG ANGLES NEE RECESS ?CP U TNF. MBE TO ITSVONT TWEE 5 AttTNC Ig rypi SELLERS SNILFtG DItRMMANT GB OWLS, RLL. FP:TIIMO IPtW oR CEGE5Sb'1Y TO MAIN AM 1Y!�E5 PCLWRbWEEYVE !}i NEWDOM AS SHOVES. In A FLYMO CONPTQY MAY. NOUNE M PGLYEMHPtFE AN MIL, i N SOu Ofl N9NU CQNOIRAHA4 ARE A PR(RE.EL, I'a AGE STRAPS, _ DA A9 ItEQUEBTEO EY' ]N6 ENWaTER. ATTACH WON 10 Oc WRE, {` M•'AEMOVE AFTER ONE YEAR J i z SEEDLING TREE SHELTER DETAIL ' / r KATHY DYE All PLANTING SOIL mom �,il,r C[PPUF �-^- VNOfSNR8t9 So, LOGUNFA SOIL ANN SAL AMENDNENTi 1 Ni EVIL aEvnnoN MIN. 1^" LOO5ENE0 ' s0u, llAnH SOIL AMeuUM£nm UNLIISNRBFD SAIL STANDARD WEAK STAKING / GUYING DETAIL ENGINEERING REVISED: 1-14 FXE NAMEQ,.\84G\9PEOS\5311 DEPARTMENT 1 BFnarM SArac ml IJE:M1O RRRNCH .fi 6 (� LURE BRAWN i' JJ/ 1E E .� F p.�J�JJI A N (B,'iI AT x BRANCH CDLUR lI I( DRAM MACH PRUN M TR SOME CONIFERS INcoRF£QT GILT m0 GIDS�I REwLnnD IN DISCp9ITM CALLUS FGRMARCN AFTER ME SEASON OF GROM4TH CORRECT CUT WERE, 6RAfIGFT NOTTAR BUT NO STUB) RESULTING IN TENEMENTS IX%IGN .1 S{hKIM CALLUS A.... AFTER ONE MATIN OY ANIIWM, 213 TO PRpN NG TI. �S BUT PN AT � WAY THRWSH HE STEV'MM OUT COMPLETELY HAI BRANCH FROM POINT B TO A. J-HTOW CUT FR00 PONT C TO D. P-^T 0 i5 HARD 10 AND. DROP A LUMB L HE VERTICALLY VOWED TO PAN INS i F, SHI H$ APPPOAAAAMUY EQUAL TO%CE- PHOINO LCIS' IV'wme VAPHON CnLLttR (C: 10 D) vNED NOi GLEN WT IC TO K) 9Lb0 NOT LEAL£ STUDS IS To A) N ARMS, ME TD PRUNE IS EAM R UN T U2D FOR RETN1Cwc TME B DO SElSUf CR EFRLY ,SPIN C, A CVNTRD:f TUG TE1Q SM HOOD t%Y BRANCH! OF MAIN C PRUNIIYO tt09E LONG BIARITBD S'UK AN PAINTING NAXE IN APRIL MAY. 5TFJL5 GP BRANCHES NV CUT .LINE M .MA QITNNR BACK TO A LARGE 8 e. M4EA%pRly PAINT DPH W,ONNO$ LM1TEPA' BNAtKX' W MAA IN APRS, MAY .UNE O6! DULY ,'{����I1{I'��(�}�E�/� WIN ihEE% PAINT OE EH0.LAIC. M II I� 111 DROP CROTCH OR CUTTING BACK BRANCHES SMALLER EACH 2` M DIAMETER SHOULD BE CLD .NMT BEYOND A LATERAL BUD CR PRUNING SMALL BRANCHES ANOTTHER WALL LATERA. DAMO . ME IDEAL CUT SHOULD BE SHARP, P RUN71tG DETAILS (Sh A ygM tphpd55) ii DEAN, AND MADE ON A SLIGHT MOVES SIGNWIT DC QUINT MADE HMAN pry THE PLAN ORC BY WENPGNEER AND PRESERVED RY Art CNINTRAYMN, _. NDiEffi C DRIP INF. I."PU GE THE TEMPORARY FENCE. 2"REDUCE SLOPE ROUNGNC INHERE Rtlbi ZONES 1LALL OCNBTRUCTIOP UEDS S,6 RIOV ED By W NORMAL ELOPE ftO:NDUIG. A9 "M�CVON APPROVED RY BY ORMAL R S^VARY SPIN SLCFE MEYNESS TN AMD 184E LOSS9t UNNECulWAV,' MET CAMACL A$ APPROVED DYMEE ENCNEER////-1EAPORMY FENCE X / :NORNAp IMMANDC FLRHISI AND INSTALL ,EM(bRARV FENCE AT THE 1REE'S [4!PIINE CR CONSTROCEON LAMINS AS SPCCINED, PRIM N A.Y 4ONSiRIICMXLL WHEN POMMINC MACE MOMS 23 FEET BEYOND ME DRIP LIRE, PLACE PRENESROM STOPS ALONG FWLE AT 26• MTERTL S SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL MADAM MASSE PREM GFFUND ONE TO NET MASK BRANCH, 1d, 2.2 LB, PLANNED CHAA2L STEEL SIGN OR {Mn(O4Y 5epi) ON AF110.11 Et#IPL, MULC4! --� 1ISHOUe0 6fiL \ FlN19XEL CABLE TO GEUDUCUS TREES OVER a Ctil ANFl EMEAMCY WWAS ,Jt2R 1V Hr 5311 FER ilU2ER MN/DDi S9at COMPOST wH/POT ALM NABS FERMI.. TWAS FAULTING WHEN TYPE MACHINE TRANSPLANTER TREES Jd• ANG UP BARE DMT YREES WA".No BALLED A CURLAPPED Sawas MMEEUFIES tlARE ROOT CA AOATAINER GIRUBS R¢K4 LARGER THAN UANWTUHOLfS LARGE WACHINE TRANSPLANT IRE PLANTING DETAIL FP,MgC 4i INNCAOOL01191ER PER 50 - 100 MOMS: 11UNICE COMPACRON UP fli VIILTI'a WERE IT MEAUNS BY DRNtAC. 50 (2") PAM. HUES In THE MAL TO A CEPTN OF ASU 1 (2b11. KOH a RFBMA THETREE .� CONCENTRIC ARMS our T6 THE YF3T CTIUY MS. -Rom sysmr BaDGE / Ott ATTEND OF ROOT OANAC&T TREFB LULL BE f NRRATORY PIIN xEgDIEED TO MAINTAIN PERCH E BUT NOT EKEPSIVE SOIL MOISTURE TO A OR TH OF Ya YNmw ME UND4NRREO FAR DF THE TMEM. MARC DFANRN IE 3."A 5 INCH LAMB OF Vt%3KNEP MULCH PLACED OVER A TYPE N (37A3) ODO1EXTILE IYANIC MAY NO ABU Ix LIE' Up ME NUNI OMWTM PRIp4E. - a -MADE OUTURNATEO r THE TAVT OR WHON ^' WOOD D BY ME PICRJEEF, ALL TRF£ ROOTS AT THE GCNSTRUCnW NATO A UT SHAU- Q.EA'AE i0 IHE MINIMUM NEPTN ROOT SYSTEM p121pGE AND VIpRA70ftPY PLOW yNNEcTRepssT�AEa1'gFOrt %n 1HCeffi WITHNO A HOOT _ UITTQ PRICRDTO kV CxJ,VAnAN ROOTT ENDS EXPOSED BY E%ChVATICM ACNVI11E5 BNALL BE 1MMEpAIELY MHEAREO WITH A 6" LA. OP AMACEM SOIL 8A[K£ LL. REGRAOE, - AN INSTALL RETAINING WAN. A DESIGNATED N THE PLAN OF WEEN DIRECTED BY THE NNNEL. Oi1ANEER' PROIEORgH ZONE '+ f CONSIIPMCTIOA No Q t8 NOS PASc p'vCft NOWT NES, OON5YP11rvY ROOT 5>*u',FM MANE VIM MEF S" w 1vrT¢B pN Y.a IYMRCR^a PLACRO flAUiE3Y 10 111E TINES. Ai1NK. TREE PROTECTIO`! 2" INCE DIVAEYEH AT ' ININIMY! gSEANCE FRIX,1 Al, ASWf ORWNP FADE A' TREE TRNIK N f'� _ 2 '$NMNEryNN UFFnStuW INSTALLATIONS 1MANY E�OCCCCUpRe ED UTILITY INSTALIATON TUNNEL kYTTEE A905fEL'MbRi Ti n£ CUJIRALTdE OXT. GORE (NIINEL UNPEW TREE ROOTS MAT ARE TO SO IX R�O. IME CWTRACTOR SHALL MAKE NDTSLURFAEDVIININTTHI ATEfiELIw THE ROOT PROTECTIOIN ANtS TRENCHI"""Po^^^i��NOi DETAILS Lw Prahcliwl Oo NUT FTHIF'J? ME FENCED AREA W5 appre�a< W1 Wt1 A. {IMta cT IAd TU rt rVW aurvnq ryc lruclion % 12" FABRICATE 12• x DX a/D' STUN Wm D,>R' RADIUS CORNE ll SDN SHALL BE WIFE WM BLACK LETTERING. ADMAN SIQN f0 POS! USING I- LENOIH WOOL FUTEW5, PLACED AT 2.Y AND 1,3' RESPECTIVELY FROM TINE SCTTOM EDGE OF ME SOL PROTECTION SIGN DETAIL ANY ML NEIXHREB MOM THE ORP LINE OF 1X445 WALL BE AN UNOMPACTEU (NTH A COURSE SAND COMPONENT) SAVOY LOAM TOPMAL KNOUGAM ME MAY DOWNS INSTALLING PERFORMED) in LAW AT LEAST MAC PALBAYECD ENO OFTEDON AS W AERABD5 $Y RACAL SANDY LOAM FILL DETAIL cm Of ENGINEERING IM IC: REVISELT 1-10 FILE NAME:G \ENG\SPEfS\5312 maw DEPARTMENT 6312 VEGETATION PROTEC71ON DETAIL DATE ISSUE DATE ISSUE 6-5-15 CITY SUBMITTAL 6-16-15 CITY COMMENTS GILL l GLACCUM PROPERTY 12 PRELIMINARY PLAT AND REZONING LANDSCAPE DETAILS SUBMITTAL SHEET 12 OF 12 ' 24" SIt.E FCR DECIDUOUS TAE£$ IS, 912E POR i P Y9 t J CONIf6ROUS TREES 55.23 PREVAILING AMND�a 3.25" MIN, L•«tSE SEAMLESS. SHELTER. MIN -WA -I ._.. ... PAID NTD SEMI TRANELUNEfNT PWMAaVA11 NE TIMES WE A LA$EH RODENT P?OTECT ON DETAIL (OPTION 2) NETTING UNE PEIADRAHDN AND MI LASER JUNE WTWARO-FLARED TOP RIM. PERFRNATpV TUBE SHELTER E"SEECUM THE SHELTER WTH NYLON NOTES: CxCi LUekIIVD TIES APACnEA 10 A 1 % t" VWI R OAK STAN" 10 `M`G4 L115TEEL POSTS 10 Be W9FCYY0 MAY CHILLED TO j5''[[AII�Y ^ n, P pIS.000ANG OR iWI5TN0. IMBEp THE RETAIN GUY SM PUtS OUTSIDE (P RMT LENGTH VARIEs5 W{Si1W OF THF, N5£ A MINIMUM OF BALL. CRIVE PLUMP REGA&OLE56 iF CROINID 1 BELOW ME SOIL SURFACE WEMUT 9 T RO LEp 5144E REIEA'�M.E UISTERDHO ME TREE BO.M, t-FIAME G 1111E SYSTEMS NOT pGER HOSE AILD ORR�MRHdi� A"N,`L RATCHET TE i0 ,T'NNSlN.L A PLASTIC RHOTOOE'FlADA&E APPROVED. SECURE SOME W /1 MI NETTHAO OMAN AND ACBE MEE THE Ttl" LONG ANGLES NEE RECESS ?CP U TNF. MBE TO ITSVONT TWEE 5 AttTNC Ig rypi SELLERS SNILFtG DItRMMANT GB OWLS, RLL. FP:TIIMO IPtW oR CEGE5Sb'1Y TO MAIN AM 1Y!�E5 PCLWRbWEEYVE !}i NEWDOM AS SHOVES. In A FLYMO CONPTQY MAY. NOUNE M PGLYEMHPtFE AN MIL, i N SOu Ofl N9NU CQNOIRAHA4 ARE A PR(RE.EL, I'a AGE STRAPS, _ DA A9 ItEQUEBTEO EY' ]N6 ENWaTER. ATTACH WON 10 Oc WRE, {` M•'AEMOVE AFTER ONE YEAR J i z SEEDLING TREE SHELTER DETAIL ' / r KATHY DYE All PLANTING SOIL mom �,il,r C[PPUF �-^- VNOfSNR8t9 So, LOGUNFA SOIL ANN SAL AMENDNENTi 1 Ni EVIL aEvnnoN MIN. 1^" LOO5ENE0 ' s0u, llAnH SOIL AMeuUM£nm UNLIISNRBFD SAIL STANDARD WEAK STAKING / GUYING DETAIL ENGINEERING REVISED: 1-14 FXE NAMEQ,.\84G\9PEOS\5311 DEPARTMENT 1 BFnarM SArac ml IJE:M1O RRRNCH .fi 6 (� LURE BRAWN i' JJ/ 1E E .� F p.�J�JJI A N (B,'iI AT x BRANCH CDLUR lI I( DRAM MACH PRUN M TR SOME CONIFERS INcoRF£QT GILT m0 GIDS�I REwLnnD IN DISCp9ITM CALLUS FGRMARCN AFTER ME SEASON OF GROM4TH CORRECT CUT WERE, 6RAfIGFT NOTTAR BUT NO STUB) RESULTING IN TENEMENTS IX%IGN .1 S{hKIM CALLUS A.... AFTER ONE MATIN OY ANIIWM, 213 TO PRpN NG TI. �S BUT PN AT � WAY THRWSH HE STEV'MM OUT COMPLETELY HAI BRANCH FROM POINT B TO A. J-HTOW CUT FR00 PONT C TO D. P-^T 0 i5 HARD 10 AND. DROP A LUMB L HE VERTICALLY VOWED TO PAN INS i F, SHI H$ APPPOAAAAMUY EQUAL TO%CE- PHOINO LCIS' IV'wme VAPHON CnLLttR (C: 10 D) vNED NOi GLEN WT IC TO K) 9Lb0 NOT LEAL£ STUDS IS To A) N ARMS, ME TD PRUNE IS EAM R UN T U2D FOR RETN1Cwc TME B DO SElSUf CR EFRLY ,SPIN C, A CVNTRD:f TUG TE1Q SM HOOD t%Y BRANCH! OF MAIN C PRUNIIYO tt09E LONG BIARITBD S'UK AN PAINTING NAXE IN APRIL MAY. 5TFJL5 GP BRANCHES NV CUT .LINE M .MA QITNNR BACK TO A LARGE 8 e. M4EA%pRly PAINT DPH W,ONNO$ LM1TEPA' BNAtKX' W MAA IN APRS, MAY .UNE O6! DULY ,'{����I1{I'��(�}�E�/� WIN ihEE% PAINT OE EH0.LAIC. M II I� 111 DROP CROTCH OR CUTTING BACK BRANCHES SMALLER EACH 2` M DIAMETER SHOULD BE CLD .NMT BEYOND A LATERAL BUD CR PRUNING SMALL BRANCHES ANOTTHER WALL LATERA. DAMO . ME IDEAL CUT SHOULD BE SHARP, P RUN71tG DETAILS (Sh A ygM tphpd55) ii DEAN, AND MADE ON A SLIGHT MOVES SIGNWIT DC QUINT MADE HMAN pry THE PLAN ORC BY WENPGNEER AND PRESERVED RY Art CNINTRAYMN, _. NDiEffi C DRIP INF. I."PU GE THE TEMPORARY FENCE. 2"REDUCE SLOPE ROUNGNC INHERE Rtlbi ZONES 1LALL OCNBTRUCTIOP UEDS S,6 RIOV ED By W NORMAL ELOPE ftO:NDUIG. A9 "M�CVON APPROVED RY BY ORMAL R S^VARY SPIN SLCFE MEYNESS TN AMD 184E LOSS9t UNNECulWAV,' MET CAMACL A$ APPROVED DYMEE ENCNEER////-1EAPORMY FENCE X / :NORNAp IMMANDC FLRHISI AND INSTALL ,EM(bRARV FENCE AT THE 1REE'S [4!PIINE CR CONSTROCEON LAMINS AS SPCCINED, PRIM N A.Y 4ONSiRIICMXLL WHEN POMMINC MACE MOMS 23 FEET BEYOND ME DRIP LIRE, PLACE PRENESROM STOPS ALONG FWLE AT 26• MTERTL S SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL MADAM MASSE PREM GFFUND ONE TO NET MASK BRANCH, 1d, 2.2 LB, PLANNED CHAA2L STEEL SIGN OR {Mn(O4Y 5epi) ON AF110.11 Et#IPL, MULC4! --� 1ISHOUe0 6fiL \ FlN19XEL CABLE TO GEUDUCUS TREES OVER a Ctil ANFl EMEAMCY WWAS ,Jt2R 1V Hr 5311 FER ilU2ER MN/DDi S9at COMPOST wH/POT ALM NABS FERMI.. TWAS FAULTING WHEN TYPE MACHINE TRANSPLANTER TREES Jd• ANG UP BARE DMT YREES WA".No BALLED A CURLAPPED Sawas MMEEUFIES tlARE ROOT CA AOATAINER GIRUBS R¢K4 LARGER THAN UANWTUHOLfS LARGE WACHINE TRANSPLANT IRE PLANTING DETAIL FP,MgC 4i INNCAOOL01191ER PER 50 - 100 MOMS: 11UNICE COMPACRON UP fli VIILTI'a WERE IT MEAUNS BY DRNtAC. 50 (2") PAM. HUES In THE MAL TO A CEPTN OF ASU 1 (2b11. KOH a RFBMA THETREE .� CONCENTRIC ARMS our T6 THE YF3T CTIUY MS. -Rom sysmr BaDGE / Ott ATTEND OF ROOT OANAC&T TREFB LULL BE f NRRATORY PIIN xEgDIEED TO MAINTAIN PERCH E BUT NOT EKEPSIVE SOIL MOISTURE TO A OR TH OF Ya YNmw ME UND4NRREO FAR DF THE TMEM. MARC DFANRN IE 3."A 5 INCH LAMB OF Vt%3KNEP MULCH PLACED OVER A TYPE N (37A3) ODO1EXTILE IYANIC MAY NO ABU Ix LIE' Up ME NUNI OMWTM PRIp4E. - a -MADE OUTURNATEO r THE TAVT OR WHON ^' WOOD D BY ME PICRJEEF, ALL TRF£ ROOTS AT THE GCNSTRUCnW NATO A UT SHAU- Q.EA'AE i0 IHE MINIMUM NEPTN ROOT SYSTEM p121pGE AND VIpRA70ftPY PLOW yNNEcTRepssT�AEa1'gFOrt %n 1HCeffi WITHNO A HOOT _ UITTQ PRICRDTO kV CxJ,VAnAN ROOTT ENDS EXPOSED BY E%ChVATICM ACNVI11E5 BNALL BE 1MMEpAIELY MHEAREO WITH A 6" LA. OP AMACEM SOIL 8A[K£ LL. REGRAOE, - AN INSTALL RETAINING WAN. A DESIGNATED N THE PLAN OF WEEN DIRECTED BY THE NNNEL. Oi1ANEER' PROIEORgH ZONE '+ f CONSIIPMCTIOA No Q t8 NOS PASc p'vCft NOWT NES, OON5YP11rvY ROOT 5>*u',FM MANE VIM MEF S" w 1vrT¢B pN Y.a IYMRCR^a PLACRO flAUiE3Y 10 111E TINES. Ai1NK. TREE PROTECTIO`! 2" INCE DIVAEYEH AT ' ININIMY! gSEANCE FRIX,1 Al, ASWf ORWNP FADE A' TREE TRNIK N f'� _ 2 '$NMNEryNN UFFnStuW INSTALLATIONS 1MANY E�OCCCCUpRe ED UTILITY INSTALIATON TUNNEL kYTTEE A905fEL'MbRi Ti n£ CUJIRALTdE OXT. GORE (NIINEL UNPEW TREE ROOTS MAT ARE TO SO IX R�O. IME CWTRACTOR SHALL MAKE NDTSLURFAEDVIININTTHI ATEfiELIw THE ROOT PROTECTIOIN ANtS TRENCHI"""Po^^^i��NOi DETAILS Lw Prahcliwl Oo NUT FTHIF'J? ME FENCED AREA W5 appre�a< W1 Wt1 A. {IMta cT IAd TU rt rVW aurvnq ryc lruclion % 12" FABRICATE 12• x DX a/D' STUN Wm D,>R' RADIUS CORNE ll SDN SHALL BE WIFE WM BLACK LETTERING. ADMAN SIQN f0 POS! USING I- LENOIH WOOL FUTEW5, PLACED AT 2.Y AND 1,3' RESPECTIVELY FROM TINE SCTTOM EDGE OF ME SOL PROTECTION SIGN DETAIL ANY ML NEIXHREB MOM THE ORP LINE OF 1X445 WALL BE AN UNOMPACTEU (NTH A COURSE SAND COMPONENT) SAVOY LOAM TOPMAL KNOUGAM ME MAY DOWNS INSTALLING PERFORMED) in LAW AT LEAST MAC PALBAYECD ENO OFTEDON AS W AERABD5 $Y RACAL SANDY LOAM FILL DETAIL cm Of ENGINEERING IM IC: REVISELT 1-10 FILE NAME:G \ENG\SPEfS\5312 maw DEPARTMENT 6312 VEGETATION PROTEC71ON DETAIL DATE ISSUE DATE ISSUE 6-5-15 CITY SUBMITTAL 6-16-15 CITY COMMENTS GILL l GLACCUM PROPERTY 12 PRELIMINARY PLAT AND REZONING LANDSCAPE DETAILS SUBMITTAL SHEET 12 OF 12 PLANTING SOIL mom �,il,r C[PPUF �-^- VNOfSNR8t9 So, LOGUNFA SOIL ANN SAL AMENDNENTi 1 Ni EVIL aEvnnoN MIN. 1^" LOO5ENE0 ' s0u, llAnH SOIL AMeuUM£nm UNLIISNRBFD SAIL STANDARD WEAK STAKING / GUYING DETAIL ENGINEERING REVISED: 1-14 FXE NAMEQ,.\84G\9PEOS\5311 DEPARTMENT 1 BFnarM SArac ml IJE:M1O RRRNCH .fi 6 (� LURE BRAWN i' JJ/ 1E E .� F p.�J�JJI A N (B,'iI AT x BRANCH CDLUR lI I( DRAM MACH PRUN M TR SOME CONIFERS INcoRF£QT GILT m0 GIDS�I REwLnnD IN DISCp9ITM CALLUS FGRMARCN AFTER ME SEASON OF GROM4TH CORRECT CUT WERE, 6RAfIGFT NOTTAR BUT NO STUB) RESULTING IN TENEMENTS IX%IGN .1 S{hKIM CALLUS A.... AFTER ONE MATIN OY ANIIWM, 213 TO PRpN NG TI. �S BUT PN AT � WAY THRWSH HE STEV'MM OUT COMPLETELY HAI BRANCH FROM POINT B TO A. J-HTOW CUT FR00 PONT C TO D. P-^T 0 i5 HARD 10 AND. DROP A LUMB L HE VERTICALLY VOWED TO PAN INS i F, SHI H$ APPPOAAAAMUY EQUAL TO%CE- PHOINO LCIS' IV'wme VAPHON CnLLttR (C: 10 D) vNED NOi GLEN WT IC TO K) 9Lb0 NOT LEAL£ STUDS IS To A) N ARMS, ME TD PRUNE IS EAM R UN T U2D FOR RETN1Cwc TME B DO SElSUf CR EFRLY ,SPIN C, A CVNTRD:f TUG TE1Q SM HOOD t%Y BRANCH! OF MAIN C PRUNIIYO tt09E LONG BIARITBD S'UK AN PAINTING NAXE IN APRIL MAY. 5TFJL5 GP BRANCHES NV CUT .LINE M .MA QITNNR BACK TO A LARGE 8 e. M4EA%pRly PAINT DPH W,ONNO$ LM1TEPA' BNAtKX' W MAA IN APRS, MAY .UNE O6! DULY ,'{����I1{I'��(�}�E�/� WIN ihEE% PAINT OE EH0.LAIC. M II I� 111 DROP CROTCH OR CUTTING BACK BRANCHES SMALLER EACH 2` M DIAMETER SHOULD BE CLD .NMT BEYOND A LATERAL BUD CR PRUNING SMALL BRANCHES ANOTTHER WALL LATERA. DAMO . ME IDEAL CUT SHOULD BE SHARP, P RUN71tG DETAILS (Sh A ygM tphpd55) ii DEAN, AND MADE ON A SLIGHT MOVES SIGNWIT DC QUINT MADE HMAN pry THE PLAN ORC BY WENPGNEER AND PRESERVED RY Art CNINTRAYMN, _. NDiEffi C DRIP INF. I."PU GE THE TEMPORARY FENCE. 2"REDUCE SLOPE ROUNGNC INHERE Rtlbi ZONES 1LALL OCNBTRUCTIOP UEDS S,6 RIOV ED By W NORMAL ELOPE ftO:NDUIG. A9 "M�CVON APPROVED RY BY ORMAL R S^VARY SPIN SLCFE MEYNESS TN AMD 184E LOSS9t UNNECulWAV,' MET CAMACL A$ APPROVED DYMEE ENCNEER////-1EAPORMY FENCE X / :NORNAp IMMANDC FLRHISI AND INSTALL ,EM(bRARV FENCE AT THE 1REE'S [4!PIINE CR CONSTROCEON LAMINS AS SPCCINED, PRIM N A.Y 4ONSiRIICMXLL WHEN POMMINC MACE MOMS 23 FEET BEYOND ME DRIP LIRE, PLACE PRENESROM STOPS ALONG FWLE AT 26• MTERTL S SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL MADAM MASSE PREM GFFUND ONE TO NET MASK BRANCH, 1d, 2.2 LB, PLANNED CHAA2L STEEL SIGN OR {Mn(O4Y 5epi) ON AF110.11 Et#IPL, MULC4! --� 1ISHOUe0 6fiL \ FlN19XEL CABLE TO GEUDUCUS TREES OVER a Ctil ANFl EMEAMCY WWAS ,Jt2R 1V Hr 5311 FER ilU2ER MN/DDi S9at COMPOST wH/POT ALM NABS FERMI.. TWAS FAULTING WHEN TYPE MACHINE TRANSPLANTER TREES Jd• ANG UP BARE DMT YREES WA".No BALLED A CURLAPPED Sawas MMEEUFIES tlARE ROOT CA AOATAINER GIRUBS R¢K4 LARGER THAN UANWTUHOLfS LARGE WACHINE TRANSPLANT IRE PLANTING DETAIL FP,MgC 4i INNCAOOL01191ER PER 50 - 100 MOMS: 11UNICE COMPACRON UP fli VIILTI'a WERE IT MEAUNS BY DRNtAC. 50 (2") PAM. HUES In THE MAL TO A CEPTN OF ASU 1 (2b11. KOH a RFBMA THETREE .� CONCENTRIC ARMS our T6 THE YF3T CTIUY MS. -Rom sysmr BaDGE / Ott ATTEND OF ROOT OANAC&T TREFB LULL BE f NRRATORY PIIN xEgDIEED TO MAINTAIN PERCH E BUT NOT EKEPSIVE SOIL MOISTURE TO A OR TH OF Ya YNmw ME UND4NRREO FAR DF THE TMEM. MARC DFANRN IE 3."A 5 INCH LAMB OF Vt%3KNEP MULCH PLACED OVER A TYPE N (37A3) ODO1EXTILE IYANIC MAY NO ABU Ix LIE' Up ME NUNI OMWTM PRIp4E. - a -MADE OUTURNATEO r THE TAVT OR WHON ^' WOOD D BY ME PICRJEEF, ALL TRF£ ROOTS AT THE GCNSTRUCnW NATO A UT SHAU- Q.EA'AE i0 IHE MINIMUM NEPTN ROOT SYSTEM p121pGE AND VIpRA70ftPY PLOW yNNEcTRepssT�AEa1'gFOrt %n 1HCeffi WITHNO A HOOT _ UITTQ PRICRDTO kV CxJ,VAnAN ROOTT ENDS EXPOSED BY E%ChVATICM ACNVI11E5 BNALL BE 1MMEpAIELY MHEAREO WITH A 6" LA. OP AMACEM SOIL 8A[K£ LL. REGRAOE, - AN INSTALL RETAINING WAN. A DESIGNATED N THE PLAN OF WEEN DIRECTED BY THE NNNEL. Oi1ANEER' PROIEORgH ZONE '+ f CONSIIPMCTIOA No Q t8 NOS PASc p'vCft NOWT NES, OON5YP11rvY ROOT 5>*u',FM MANE VIM MEF S" w 1vrT¢B pN Y.a IYMRCR^a PLACRO flAUiE3Y 10 111E TINES. Ai1NK. TREE PROTECTIO`! 2" INCE DIVAEYEH AT ' ININIMY! gSEANCE FRIX,1 Al, ASWf ORWNP FADE A' TREE TRNIK N f'� _ 2 '$NMNEryNN UFFnStuW INSTALLATIONS 1MANY E�OCCCCUpRe ED UTILITY INSTALIATON TUNNEL kYTTEE A905fEL'MbRi Ti n£ CUJIRALTdE OXT. GORE (NIINEL UNPEW TREE ROOTS MAT ARE TO SO IX R�O. IME CWTRACTOR SHALL MAKE NDTSLURFAEDVIININTTHI ATEfiELIw THE ROOT PROTECTIOIN ANtS TRENCHI"""Po^^^i��NOi DETAILS Lw Prahcliwl Oo NUT FTHIF'J? ME FENCED AREA W5 appre�a< W1 Wt1 A. {IMta cT IAd TU rt rVW aurvnq ryc lruclion % 12" FABRICATE 12• x DX a/D' STUN Wm D,>R' RADIUS CORNE ll SDN SHALL BE WIFE WM BLACK LETTERING. ADMAN SIQN f0 POS! USING I- LENOIH WOOL FUTEW5, PLACED AT 2.Y AND 1,3' RESPECTIVELY FROM TINE SCTTOM EDGE OF ME SOL PROTECTION SIGN DETAIL ANY ML NEIXHREB MOM THE ORP LINE OF 1X445 WALL BE AN UNOMPACTEU (NTH A COURSE SAND COMPONENT) SAVOY LOAM TOPMAL KNOUGAM ME MAY DOWNS INSTALLING PERFORMED) in LAW AT LEAST MAC PALBAYECD ENO OFTEDON AS W AERABD5 $Y RACAL SANDY LOAM FILL DETAIL cm Of ENGINEERING IM IC: REVISELT 1-10 FILE NAME:G \ENG\SPEfS\5312 maw DEPARTMENT 6312 VEGETATION PROTEC71ON DETAIL DATE ISSUE DATE ISSUE 6-5-15 CITY SUBMITTAL 6-16-15 CITY COMMENTS GILL l GLACCUM PROPERTY 12 PRELIMINARY PLAT AND REZONING LANDSCAPE DETAILS SUBMITTAL SHEET 12 OF 12 FLRHISI AND INSTALL ,EM(bRARV FENCE AT THE 1REE'S [4!PIINE CR CONSTROCEON LAMINS AS SPCCINED, PRIM N A.Y 4ONSiRIICMXLL WHEN POMMINC MACE MOMS 23 FEET BEYOND ME DRIP LIRE, PLACE PRENESROM STOPS ALONG FWLE AT 26• MTERTL S SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL MADAM MASSE PREM GFFUND ONE TO NET MASK BRANCH, 1d, 2.2 LB, PLANNED CHAA2L STEEL SIGN OR {Mn(O4Y 5epi) ON AF110.11 Et#IPL, MULC4! --� 1ISHOUe0 6fiL \ FlN19XEL CABLE TO GEUDUCUS TREES OVER a Ctil ANFl EMEAMCY WWAS ,Jt2R 1V Hr 5311 FER ilU2ER MN/DDi S9at COMPOST wH/POT ALM NABS FERMI.. TWAS FAULTING WHEN TYPE MACHINE TRANSPLANTER TREES Jd• ANG UP BARE DMT YREES WA".No BALLED A CURLAPPED Sawas MMEEUFIES tlARE ROOT CA AOATAINER GIRUBS R¢K4 LARGER THAN UANWTUHOLfS LARGE WACHINE TRANSPLANT IRE PLANTING DETAIL FP,MgC 4i INNCAOOL01191ER PER 50 - 100 MOMS: 11UNICE COMPACRON UP fli VIILTI'a WERE IT MEAUNS BY DRNtAC. 50 (2") PAM. HUES In THE MAL TO A CEPTN OF ASU 1 (2b11. KOH a RFBMA THETREE .� CONCENTRIC ARMS our T6 THE YF3T CTIUY MS. -Rom sysmr BaDGE / Ott ATTEND OF ROOT OANAC&T TREFB LULL BE f NRRATORY PIIN xEgDIEED TO MAINTAIN PERCH E BUT NOT EKEPSIVE SOIL MOISTURE TO A OR TH OF Ya YNmw ME UND4NRREO FAR DF THE TMEM. MARC DFANRN IE 3."A 5 INCH LAMB OF Vt%3KNEP MULCH PLACED OVER A TYPE N (37A3) ODO1EXTILE IYANIC MAY NO ABU Ix LIE' Up ME NUNI OMWTM PRIp4E. - a -MADE OUTURNATEO r THE TAVT OR WHON ^' WOOD D BY ME PICRJEEF, ALL TRF£ ROOTS AT THE GCNSTRUCnW NATO A UT SHAU- Q.EA'AE i0 IHE MINIMUM NEPTN ROOT SYSTEM p121pGE AND VIpRA70ftPY PLOW yNNEcTRepssT�AEa1'gFOrt %n 1HCeffi WITHNO A HOOT _ UITTQ PRICRDTO kV CxJ,VAnAN ROOTT ENDS EXPOSED BY E%ChVATICM ACNVI11E5 BNALL BE 1MMEpAIELY MHEAREO WITH A 6" LA. OP AMACEM SOIL 8A[K£ LL. REGRAOE, - AN INSTALL RETAINING WAN. A DESIGNATED N THE PLAN OF WEEN DIRECTED BY THE NNNEL. Oi1ANEER' PROIEORgH ZONE '+ f CONSIIPMCTIOA No Q t8 NOS PASc p'vCft NOWT NES, OON5YP11rvY ROOT 5>*u',FM MANE VIM MEF S" w 1vrT¢B pN Y.a IYMRCR^a PLACRO flAUiE3Y 10 111E TINES. Ai1NK. TREE PROTECTIO`! 2" INCE DIVAEYEH AT ' ININIMY! gSEANCE FRIX,1 Al, ASWf ORWNP FADE A' TREE TRNIK N f'� _ 2 '$NMNEryNN UFFnStuW INSTALLATIONS 1MANY E�OCCCCUpRe ED UTILITY INSTALIATON TUNNEL kYTTEE A905fEL'MbRi Ti n£ CUJIRALTdE OXT. GORE (NIINEL UNPEW TREE ROOTS MAT ARE TO SO IX R�O. IME CWTRACTOR SHALL MAKE NDTSLURFAEDVIININTTHI ATEfiELIw THE ROOT PROTECTIOIN ANtS TRENCHI"""Po^^^i��NOi DETAILS Lw Prahcliwl Oo NUT FTHIF'J? ME FENCED AREA W5 appre�a< W1 Wt1 A. {IMta cT IAd TU rt rVW aurvnq ryc lruclion % 12" FABRICATE 12• x DX a/D' STUN Wm D,>R' RADIUS CORNE ll SDN SHALL BE WIFE WM BLACK LETTERING. ADMAN SIQN f0 POS! USING I- LENOIH WOOL FUTEW5, PLACED AT 2.Y AND 1,3' RESPECTIVELY FROM TINE SCTTOM EDGE OF ME SOL PROTECTION SIGN DETAIL ANY ML NEIXHREB MOM THE ORP LINE OF 1X445 WALL BE AN UNOMPACTEU (NTH A COURSE SAND COMPONENT) SAVOY LOAM TOPMAL KNOUGAM ME MAY DOWNS INSTALLING PERFORMED) in LAW AT LEAST MAC PALBAYECD ENO OFTEDON AS W AERABD5 $Y RACAL SANDY LOAM FILL DETAIL cm Of ENGINEERING IM IC: REVISELT 1-10 FILE NAME:G \ENG\SPEfS\5312 maw DEPARTMENT 6312 VEGETATION PROTEC71ON DETAIL DATE ISSUE DATE ISSUE 6-5-15 CITY SUBMITTAL 6-16-15 CITY COMMENTS GILL l GLACCUM PROPERTY 12 PRELIMINARY PLAT AND REZONING LANDSCAPE DETAILS SUBMITTAL SHEET 12 OF 12 Oo NUT FTHIF'J? ME FENCED AREA W5 appre�a< W1 Wt1 A. {IMta cT IAd TU rt rVW aurvnq ryc lruclion % 12" FABRICATE 12• x DX a/D' STUN Wm D,>R' RADIUS CORNE ll SDN SHALL BE WIFE WM BLACK LETTERING. ADMAN SIQN f0 POS! USING I- LENOIH WOOL FUTEW5, PLACED AT 2.Y AND 1,3' RESPECTIVELY FROM TINE SCTTOM EDGE OF ME SOL PROTECTION SIGN DETAIL ANY ML NEIXHREB MOM THE ORP LINE OF 1X445 WALL BE AN UNOMPACTEU (NTH A COURSE SAND COMPONENT) SAVOY LOAM TOPMAL KNOUGAM ME MAY DOWNS INSTALLING PERFORMED) in LAW AT LEAST MAC PALBAYECD ENO OFTEDON AS W AERABD5 $Y RACAL SANDY LOAM FILL DETAIL cm Of ENGINEERING IM IC: REVISELT 1-10 FILE NAME:G \ENG\SPEfS\5312 maw DEPARTMENT 6312 VEGETATION PROTEC71ON DETAIL DATE ISSUE DATE ISSUE 6-5-15 CITY SUBMITTAL 6-16-15 CITY COMMENTS GILL l GLACCUM PROPERTY 12 PRELIMINARY PLAT AND REZONING LANDSCAPE DETAILS SUBMITTAL SHEET 12 OF 12 ALLIANT ENGINEERING Letter of Transmittal DATE: June 5, 2015 TO: City of Chanhassen Planning and Zoning 7700 Market Blvd. Chanhassen, MN. 55317 Attn: Bob Generous FROM: Mark Rausch 017YFCWANHAl3gEtl RECEIVED JUN 0 5 2015 CNANNAWN Pt.ANNM DEPT JOB NO.: 2015-0030.0 SENT BY: Mail a Hand Delivered Courier RE: Glaccum Property — Preliminary Subdivision, Rezoning, and Variance Submittal Copies Date Description 1 6-5-15 Development Application and Fee 1 6-5-15 Submittal Narrative 1 6-5-15 Variance Request Narrative 1 6-5-15 Legal Description 7 6-5-15 Full Size Preliminary Subdivision Plan Set (2204) 1 6-5-15 8.5x11 Preliminary Subdivision Plan Set 1 6-5-15 11x17 Preliminary Subdivision Plan Set 1 6-5-15 Stormwater Management Calculations 1 6-5-15 Preliminary Soil Investigation 1 6-5-15 CD of electronic document copies REMARKS: Bob, On behalf of Estate Development Corporation, Alliant Engineering is providing the enclosed information for City Review. We respectfully request that you or a member of your staff review the contents of our application to confirm all the necessary information has been provided. Please call me directly at 612-758- 9339 should you require any additional information of have and questions. We look forward to working with the City of Chanhassen during the entitlements process. Thank you, Mark F3aA;la��7 COPY TO: Tom Gonyea, Ian Peterson 233 Park Ave S. Ste 300 612.758.3080 MAIN Minneapolis, MN 55415 612.758.3099 FAx www.alliant-inc.com L INTERTEC The Science You Build On May 14, 2015 Mr. Tom Gonyea Estate Development Corporation 15250 Wayzata Boulevard, Suite 101 Wayzata, MN 55391 Re: Test Pit Observations Lake Lucy Road Site Lake Lucy Road and Yosemite Avenue Chanhassen, Minnesota Dear Mr. Gonyea: Braun Intertec Corporation Phone: 952.995.2000 11001 Hampshire Avenue 5 Fax: 952.995.2020 Minneapolis, MN 55438 Web: braunintertec.com Project B1503769 CITY FC A E SSEN JUN n 5 2015 CH*YA9%N PLANNING DEPT We recently completed test pit observations for a proposed 4 -lot single-family residential development in Chanhassen, Minnesota. The purpose of the test pit observations was to assist you and your design team in evaluating the subsurface soil conditions with regard to designing and constructing the new development. Site Conditions This site is mostly wooded with some open space in the boulevard area along Lake Lucy Road. The boulevard area is also about 4 to 8 feet higher than Lake Lucy Road with a high point elevation of about 1040. The northwest side of the property slopes down into a wetland at an elevation of about 1000. An existing house is also present on this site. Test Pit Observations A total of 4 shallow test pits were excavated on May 6, 2015 on the lower side of the slope on this property. The test pits were taken on the north side of the existing slope on this property. The soils observed in the test pits generally consisted of about 1 to 11/2 feet of organic clay topsoil followed by lean clay or sandy lean clay to the termination depths of the test pits of around 3 feet. The test pits were terminated at shallow depths to avoid disturbing the roots of the trees on this property. At this depth, the soils observed also consisted of glacially deposited soils that were judged to be stiff. We also noted several small mounds of soil on the lower part of the north -facing slope that appeared to be fill soils. The backhoe dug into these shallow mounds and it was determined that these mounds were fill soils. SCANNE Estate Development Corporation Project B1503769 May 14, 2015 Page 2 Recommendations Based on the results of our test pit observations, we recommend removing the fill soils and topsoil from beneath the proposed future houses and then placing engineered fill as needed to construct the house pads. The excavations to remove poor soil should also be extended laterally at least 1 foot for each foot of fill required below the proposed house pads (1:1 oversizing). A geotechnical engineer should evaluate the suitability of the soils in the bottoms of these excavations prior to placing compacted fill. As the fill soils are placed on the future house pads, we recommend benching into the natural sloped soils to key the fill soils into the existing slopes. The benches should be at least 8 feet wide and be constructed about every 4 to 5 feet vertically. The fill soils should be placed in thin lifts with each lift compacted to a minimum of 98 percent of the standard Proctor dry density (ASTM D 698). If clayey soils are used to construct the house pads, the moisture content of the fill soils should be no less than 1 percentage point below and no more than 3 percentage points above the soils optimum moisture content. If the compacted fill soils on individual lots exceed 10 feet, we also recommend a construction delay between site grading and house construction of 3 to 6 months be implemented so that the clay fill can consolidate under its own weight. If a construction delay is not possible, some of the house pads can be constructed with imported sand fill and limiting the thickness of clay fill to 10 feet or less. If the house pads are constructed as recommended, it is our opinion that the natural clayey soils as well as the compacted fill soils should be suitable to support the proposed houses using typical spread footing foundations sized for a maximum net allowable soil bearing pressure of up to 2,000 pounds per square foot (psf). Construction Observations and Testing As the house pads are being prepared, we recommend that a geotechnical engineer be present to observe the suitability of the soils to support the additional fill and house loads. Compaction testing should also be completed on the fill soils used to construct the house pads. BRAUN I NTERTEC Estate Development Corporation Project 81503769 May 14, 2015 Page 3 Remarks In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. If you have any questions about this report, please contact Henry Vloo at 952.995.2238 or hvloo@braunintertec.com. Sincerely, BRAUN INTERTEC CORPORATION Professional Certification: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Henry Vloo, PE < Associate Principal — Senior Engineei ENRY VLOO, PE License Number: 21140 w 21140 May 13, 20152015 �o c Ray A. Huber, PE Vice President—Principal Engineer Attachments: Sketch of Test Pit Locations c: Mr. Mark Rausch; Alliant Engineering BRAUN I NTERTEC