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HomeMy WebLinkAboutItem 5bRH-1 RH-1 P/OS RH-1 P/OS RH-1 O-R RS-2 P/OS PUD P/OS PUD C-3 RS-3 RM-1 RS-2 K E NWOOD T RL 181ST ST W KENWOODTRLJUREL WAYJ A G U A R PATHJARL CT JUREL CT ORCHARDTRL JAVATRLKENRICKAVEKENRIC K A V E ± City of Lakeville Location and Zoning Map Kenwood Hills Preliminary Plat Comp Plan Amend. Zoning Map Amend. EXHIBIT A JurelW ayJurel Ct Jubilee Way KenwoodTr ai l (CSAH50)Kach in a C t JarlCt J a g u arPathK e n rickAve185th St (CSAH 60) OrchardTrail ± Kenwood Hills Preliminary Plat Kenwood Hills Prelim ina ry Plat Comp Plan Amend Zoning Map Amend City of Lakeville Aerial Ma p EXHIBIT B Professional Services: CADD Qualification: by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing or for completion of this project by others without written approval shall not be used on other projects, for additions to this project, for use solely with respect to this project. These CADD files are instruments of the Consultant professional services CADD files prepared by the Consultant for this project Consultant from any & all responsibilities, claims, and liabilities. deletions and that party shall hold harmless and indemnify the at the full risk of that party making such revisions, additions or revisions, additions, or deletions to these CADD files shall be made files for information and reference only. All intentional or unintentional Professional Signature: Quality Control: Sheet Title: Sheet No.: Project No.: Checked By: Project Lead: Review Date: Drawn By: Project Name: Owner/Developer Name:W:\2013\13585\CADD DATA\SURVEYPlotted: 11 /11 / 2014 8:51 AMVicinity Map: Revisions: Landscape Architecture Environmental Planning Civil Engineering Land Surveying 2014 7200 Hemlock Lane - Suite 300 Maple Grove, MN 55369 Telephone: (763) 424-5505 www.LoucksAssociates.com 525 15th Avenue South Hopkins, MN 55343 C0-1 C1-1 C2-1 C2-2 C3-1 C3-2 C4-1 C8-1 L1-1 L1-2 COVER SHEET CERTIFICATE OF SURVEY PRELIMINARY PLAT SITE PLAN GRADING PLAN SWPP PLAN UTILITY PLAN CIVIL DETAILS LANDSCAPE PLAN TREE INVENTORY PLAN S13585-MASTER.DWG /CERT 06/27/14 CITY SUBMITTAL 07/11/14 PRELIMINARY PLAT SUBMITTAL PRELIM I N A R Y 09/04/14 PRELIMINARY PLAT RE-SUBMITTAL 10/06/14 PRELIMINARY PLAT-CITY COMMENTS 11/03/14 PRELIMINARY PLAT-CITY COMMENTS 11/12/14 PRELIMINARY PLAT-CITY COMMENTS N SCALE IN FEET 0 50 C1-1 RLL SFM RLL Richard L. Licht - PLS 26724 License No.Date I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Vicinity Map:Sheet Index: NOTE: 1.Contours shown hereon were obtained from the MnTopo website http://arcgis.dnr.state.mn.us/maps/mntopo/ on June 19, 2014. 2.The wetlands shown hereon were obtained from a previous delineation performed by Earth Science Associates, Inc. 3. Benchmark: Top nut of hydrant located at end of constructed Jurel Way as shown. Elev. = 1088.93 Feet (City of Lakeville Datum) DESCRIPTION OF PROPERTY SURVEYED (Per Schedule A as described in the Commitment for Title Insurance issued by Custom Home Builders Title, LLC as issuing agent for Stewart Title Guaranty Company, File No. HB-27199, dated November 12, 2013) Outlot A in Lakeway Park East Campus, according to the recorded plat thereof, Dakota County, Minnesota. Torrens Property Torrens Certificate No. 151844 NOTES 1)The easements of record, shown hereon, were obtained from the above described title commitment. 2)This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27037C0191E, effective date of December 2, 2011. 3)The Gross land area is 771,983 +/- square feet or 17.7 +/- acres. 4)We have shown buried structures and utilities on and/or serving the site Per Gopher State One-Call Ticket No.'s 141152199 and 141152239. The following utilities and municipalities were notified: ARVIG (218) 298-1025 CHARTER COMMUNICATIONS (800) 778-9140 AT&T TRANSMISSION (903) 753-3145 CENTER POINT ENERGY (763) 559-5185 CITY OF LAKEVILLE (952) 985-2740 GREAT RIVER ENERGY (763) 241-2301 DAKOTA COUNTY HIGHWAY DEPT (952) 891-7900 DAKOTA ELECTRIC (651) 463-6268 DEPARTMENT OF TRANSPORTATION (651) 366-5750 FRONTIER COMMUNICATIONS (763) 682-3514 LEVEL 3 COMMUNICATIONS (877) 366-8344 QWEST COMMUNICATIONS (800) 283-4237 ZAYO BANDWIDTH (888) 267-1063 i)Utility operators do not consistently respond to locate requests through the Gopher State One Call service for boundary purposes such as this. Those utility operators that do respond often will not locate services from their main line to the customer's structure or facility - they consider those segments private installations that are outside their jurisdiction. If a private service to an adjoiner's site crosses this site or a service to this site crosses an adjoiner, it may not be located since most operators will not mark such "private" services. ii)Snow and ice conditions during winter months may obscure otherwise visible evidence of a buried structure or utility. iii)Maps provided by operators, either along with a field location or in lieu of such a location, are very often inaccurate or inconclusive. EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 651/454-0002. Submittal: Professional Services: CADD Qualification: by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing or for completion of this project by others without written approval shall not be used on other projects, for additions to this project, for use solely with respect to this project. These CADD files are instruments of the Consultant professional services CADD files prepared by the Consultant for this project Consultant from any & all responsibilities, claims, and liabilities. deletions and that party shall hold harmless and indemnify the at the full risk of that party making such revisions, additions or revisions, additions, or deletions to these CADD files shall be made files for information and reference only. All intentional or unintentional Professional Signature: Quality Control: Sheet Title: Sheet No.: Project No.: Checked By: Project Lead: Review Date: Drawn By: Project Name: Owner/Developer Name:W:\2013\13585\CADD DATA\SURVEYPlotted: 11 /13 / 2014 11:7 AMVicinity Map: Revisions: Landscape Architecture Environmental Planning Civil Engineering Land Surveying 2014 7200 Hemlock Lane - Suite 300 Maple Grove, MN 55369 Telephone: (763) 424-5505 www.LoucksAssociates.com 525 15th Avenue South Hopkins, MN 55343 C0-1 C1-1 C2-1 C2-2 C3-1 C3-2 C4-1 C8-1 L1-1 L1-2 COVER SHEET CERTIFICATE OF SURVEY PRELIMINARY PLAT SITE PLAN GRADING PLAN SWPP PLAN UTILITY PLAN CIVIL DETAILS LANDSCAPE PLAN TREE INVENTORY PLAN S13585-MASTER.DWG /PRE-PLAT 06/27/14 CITY SUBMITTAL 07/11/14 PRELIMINARY PLAT SUBMITTAL PRELIM I N A R Y 09/04/14 PRELIMINARY PLAT RE-SUBMITTAL 10/06/14 PRELIMINARY PLAT-CITY COMMENTS 11/03/14 PRELIMINARY PLAT-CITY COMMENTS 11/13/14 PRELIMINARY PLAT-CITY COMMENTS Richard L. Licht - PLS 26724 License No.Date I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Vicinity Map: N SCALE IN FEET 0 50 PRELIMINARY PLAT GENERAL NOTES SURVEYOR:OWNER/DEVELOPER: Loucks Associates, Inc.Homestead Partners 7200 Hemlock Lane, Suite 300 525 - 15th Avenue South Maple Grove, MN 55330 Hopkins, MN 55343 763-424-5505 952-294-2113 LEGAL DESCRIPTION: Outlot A, LAKEWAY PARK EAST CAMPUS, according to the recorded plat thereof, Dakota County, Minnesota Torren Property (Certificate No. 151844) DATE OF PREPARATION: June 2014 BENCHMARK: Top nut of hydrant located at end of constructed Jurel Way as shown. Elev. = 1088.93 Feet (City of Lakeville Datum) EXISTING ZONING: Zone (RM-1) Medium Density Residential District PROPOSED ZONING: Zone (PUD) AREAS: 45 Lots @ 2,200 Sq. Ft. Each = 99,000 Sq. Ft. Lot 13, Block 1 = 95,120 Sq. Ft. Lot 23, Block 2 = 118,467 Sq. Ft. Lot 12, Block 3 = 48,878 Sq. Ft. Outlot A = 275,858 Sq. Ft. Outlot B = 29,554 Sq. Ft. Right of way Dedication Area = 105,106 Sq. Ft. Total Area = 771,983 Sq. Ft. FLOOD ZONE DESIGNATION: This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27037C0191E, effective date of December 2, 2011. C2-1 PAK SFM RLL NOTE: 1.The wetlands shown hereon were obtained from a previous delineation performed by Earth Science Associates, Inc. Sheet Index: Submittal: Professional Services: CADD Qualification: by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing or for completion of this project by others without written approval shall not be used on other projects, for additions to this project, for use solely with respect to this project. These CADD files are instruments of the Consultant professional services CADD files prepared by the Consultant for this project Consultant from any & all responsibilities, claims, and liabilities. deletions and that party shall hold harmless and indemnify the at the full risk of that party making such revisions, additions or revisions, additions, or deletions to these CADD files shall be made files for information and reference only. All intentional or unintentional Professional Signature: Quality Control: Sheet Title: Sheet No.: Project No.: Checked By: Project Lead: Review Date: Drawn By: Project Name: Owner/Developer Name:W:\2013\13585\CADD DATA\CIVIL\_dwg Sheet FilesPlotted: 11 /13 / 2014 10:41 AMSheet Index: Submittal: Landscape Architecture Environmental Planning Civil Engineering Land Surveying 2014 7200 Hemlock Lane - Suite 300 Maple Grove, MN 55369 Telephone: (763) 424-5505 www.LoucksAssociates.com 525 15th Avenue South Hopkins, MN 55343 C0-1 C1-1 C2-1 C2-2 C3-1 C3-2 C4-1 C8-1 L1-1 L1-2 COVER SHEET CERTIFICATE OF SURVEY PRELIMINARY PLAT SITE PLAN GRADING PLAN SWPP PLAN UTILITY PLAN CIVIL DETAILS LANDSCAPE PLAN TREE INVENTORY PLAN C2-2 SITE PLAN.DWG /C2-2 06/27/14 CITY SUBMITTAL 07/11/14 PRELIMINARY PLAT SUBMITTAL Todd W. McLouth - PE of the State of Minnesota. 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 20383 License No.Date PRELIM I N A R Y 09/04/14 PRELIMINARY PLAT RE-SUBMITTAL 10/06/14 PRELIMINARY PLAT-CITY COMMENTS 11/03/14 PRELIMINARY PLAT-CITY COMMENTS 11/13/14 PRELIMINARY PLAT-CITY COMMENTS C2-2 TWM DDL TWM 11/13/14 N SITE PLAN GENERAL NOTES SETBACKS: FRONT BUILDING SETBACK = 25' ZONING: EXISTING ZONING = RST-2 MULTIPLE FAMILEY RESIDENTIAL PROPOSED ZONING = PLANNED UNIT DEVELOPMENT SITE AREA: TOTAL AREA = ~17.7 AC TOTAL HOUSING UNITS = 45 NET DENSITY = 3.11 UNITS/ACRE IMPERVIOUS SURFACE AREA = 4.0 AC = 22.6% PERVIOUS SURFACE AREA = 13.7 AC = 77.4% ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER SHEET C8-1 AND THE REQUIREMENTS OF THE CITY. CURB AND GUTTER SHALL BE D412 PER CITY DETAIL. ALL INLET LOCATIONS SHALL BE B618 AT AS PER CITY DETAIL THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPT. AND THE CONSTRUCTION ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE STREET RIGHT OF WAY (SIDEWALK, STREET OR DRIVEWAYS) MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONE CALL" PRIOR TO COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK. APPROXIMATE LOCATION OF ON STREET PARKING STALL. (8'X22') TOTAL ON STREET PARKING STALLS - 87  WETLAND DATA: AREA OF EXISTING WETLANDS (ON PROPERTY): WETLAND 'A' = 14,262 SF WETLAND 'B' = 6,904 SF WETLAND 'C' = 3,628 SF WETLAND 'D' = 7,432 SF WETLAND 'E' = 1,982 SF WETLAND 'F' = 10,686 SF WETLAND 'G' = 16,974 SF WETLAND 'H' = 2,059 SF TOTAL AREA OF IMPACTED WETLAND = 11,984 SF WETLAND BUFFERS ARE BEING AVERAGED FOR WIDTH (SEE PLAN). PROPOSED WETLAND BUFFER TOTAL AREA - 83,381 SF PROPOSED GRADING AND RESTORATION PLAN FOR THE WETLAND MITIGATION AREAS TO BE CORDINATED WITH THE CITY OF LAKEVILLE AND THE VERMILLION RIVER WMO. AREA OF UTILITY EASMENT - APPROX. 60,182 SF (INCLUDES ALL PAVEMENT, ESTIMATED HOME AREA, AND ESTIMATED DRIVEWAY AREA) 28' 28.0' Professional Services: CADD Qualification: by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing or for completion of this project by others without written approval shall not be used on other projects, for additions to this project, for use solely with respect to this project. These CADD files are instruments of the Consultant professional services CADD files prepared by the Consultant for this project Consultant from any & all responsibilities, claims, and liabilities. deletions and that party shall hold harmless and indemnify the at the full risk of that party making such revisions, additions or revisions, additions, or deletions to these CADD files shall be made files for information and reference only. All intentional or unintentional Professional Signature: Quality Control: Sheet Title: Sheet No.: Project No.: Checked By: Project Lead: Review Date: Drawn By: Project Name: Owner/Developer Name:W:\2013\13585\CADD DATA\CIVIL\_dwg Sheet FilesPlotted: 11 /13 / 2014 10:44 AMSheet Index: Submittal: Landscape Architecture Environmental Planning Civil Engineering Land Surveying 2014 7200 Hemlock Lane - Suite 300 Maple Grove, MN 55369 Telephone: (763) 424-5505 www.LoucksAssociates.com 525 15th Avenue South Hopkins, MN 55343 C0-1 C1-1 C2-1 C2-2 C3-1 C3-2 C4-1 C8-1 L1-1 L1-2 COVER SHEET CERTIFICATE OF SURVEY PRELIMINARY PLAT SITE PLAN GRADING PLAN SWPP PLAN UTILITY PLAN CIVIL DETAILS LANDSCAPE PLAN TREE INVENTORY PLAN C3-1 GRADING PLAN.DWG /C3-1 06/27/14 CITY SUBMITTAL 07/11/14 PRELIMINARY PLAT SUBMITTAL Todd W. McLouth - PE of the State of Minnesota. 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 20383 License No.Date PRELIM I N A R Y 09/04/14 PRELIMINARY PLAT RE-SUBMITTAL 10/06/14 PRELIMINARY PLAT-CITY COMMENTS 11/03/14 PRELIMINARY PLAT-CITY COMMENTS 11/13/14 PRELIMINARY PLAT-CITY COMMENTS C3-1 TWM DDL TWM 11/13/14 N N GRADING, DRAINAGE & EROSION CONTROL NOTES 1.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 6 INCHES OF TOP SOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED BY THE CONTRACTOR UNTIL THE SOD OR SEED IS GROWING IN A HEALTHY MANNER. 2.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 3.THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 4.IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 5.THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES IN, OR NEAR THE CONSTRUCTION SITE. 6.BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALL A TEMPORARY ROCK ENTRANCE PAD AT ALL POINTS OF VEHICLE EXIT FROM THE PROJECT SITE. SAID ROCK ENTRANCE PAD SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE PROJECT. SEE DETAILS SHOWN ON SHEET C8-1 OF THE PROJECT PLANS. 7.EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND THE ENTIRE SITE PERIMETER AND IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT PRACTICES, CITY REQUIREMENTS AND THE DETAILS SHOWN ON SHEET C8-1 OF THE PROJECT PLANS. 8.ALL ENTRANCES AND CONNECTIONS TO CITY STREETS SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND NOTIFICATIONS AS REQUIRED BY THE CITY. 9.SEE UTILITY PLAN (C4-1) FURTHER DETAIL REGARDING THE STORM SEWER AND OTHER UTILITY STRUCTURE CASTING ELEVATION DETAILS. 10.EACH LOT SHALL HAVE A BACK YARD SLOPE OF 10:1 OR FLATTER FOR A MINIMUM OF 20 FEET FROM THE BUILDING.  Professional Services: CADD Qualification: by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing or for completion of this project by others without written approval shall not be used on other projects, for additions to this project, for use solely with respect to this project. These CADD files are instruments of the Consultant professional services CADD files prepared by the Consultant for this project Consultant from any & all responsibilities, claims, and liabilities. deletions and that party shall hold harmless and indemnify the at the full risk of that party making such revisions, additions or revisions, additions, or deletions to these CADD files shall be made files for information and reference only. All intentional or unintentional Professional Signature: Quality Control: Sheet Title: Sheet No.: Project No.: Checked By: Project Lead: Review Date: Drawn By: Project Name: Owner/Developer Name:W:\2013\13585\CADD DATA\CIVIL\_dwg Sheet FilesPlotted: 11 /13 / 2014 10:49 AMSheet Index: Submittal: Landscape Architecture Environmental Planning Civil Engineering Land Surveying 2014 7200 Hemlock Lane - Suite 300 Maple Grove, MN 55369 Telephone: (763) 424-5505 www.LoucksAssociates.com 525 15th Avenue South Hopkins, MN 55343 C0-1 C1-1 C2-1 C2-2 C3-1 C3-2 C4-1 C8-1 L1-1 L1-2 COVER SHEET CERTIFICATE OF SURVEY PRELIMINARY PLAT SITE PLAN GRADING PLAN SWPP PLAN UTILITY PLAN CIVIL DETAILS LANDSCAPE PLAN TREE INVENTORY PLAN C3-2 STORMWATER POLLUTION PREVENTION PLAN.DWG /C3-2 06/27/14 CITY SUBMITTAL 07/11/14 PRELIMINARY PLAT SUBMITTAL Todd W. McLouth - PE of the State of Minnesota. 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 20383 License No.Date PRELIM I N A R Y 09/04/14 PRELIMINARY PLAT RE-SUBMITTAL 10/06/14 PRELIMINARY PLAT-CITY COMMENTS 11/03/14 PRELIMINARY PLAT-CITY COMMENTS 11/13/14 PRELIMINARY PLAT-CITY COMMENTS C3-2 TWM DDL TWM 11/13/14 N STORM WATER POLLUTION PREVENTION PLAN (SWPPP) GENERAL NOTES: 1. THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING: A SINGLE FAMILY RESIDENTIAL DEVELOPMENT WITH STREETS, UTILITIES, STORM WATER MANAGEMENT AND MASS GRADING OF LOTS. 2. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE PAD. 2. INSTALLATION OF STAGE 1 SILT FENCE AROUND SITE. 3. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN 4.INSTALL STAGE 2 SILT FENCE AROUND STRUCTURES, PONDS AND DITCHES. 5. CONSTRUCT TEMPORARY SEDIMENTATION BASIN. 6. CLEAR AND GRUB REMAINDER OF SITE 7. STRIP AND STOCKPILE TOPSOIL. 8. ROUGH GRADING OF SITE 9. STABILIZE DENUDED AREAS AND STOCKPILES 10. INSTALL SANITARY, WATER, STORM SEWER AND SERVICES 11. SUB-CUT STREET, INSTALL STREET SECTION 12.INSTALL CURB AND GUTTER. 13.BITUMINOUS ON STREETS. 14. FINAL GRADE BOULEVARD INSTALL SEED AND MULCH. 15. INSTALL STAGE 3 SILT FENCE BEHIND ALL CURB. 16. REMOVE ACCUMULATED SEDIMENT FROM BASIN. 17. REPEAT STEPS 1-16 AS NECESSARY THROUGH PHASES UNTIL CONSTRUCTION IS COMPLETE. 18. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. 3. SITE DATA: AREA TO BE DISTURBED = 17.7 ac. PRIOR TO CONSTRUCTION POST CONSTRUCTION IMPERVIOUS AREA: 0 ac. 4.0 ac. SOIL TYPES: SEE SOILS REPORT POST CONSTRUCTION RUNOFF COEFFICIENT: CN=70 4. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. 5. CONSTRUCTION ACTIVITY - EROSION PREVENTION PRACTICES TIME AN AREA CAN REMAIN OPEN WHEN NOT ACTIVELY BEING WORKED TYPE OF SLOPE 7 DAYS STEEPER THAN 3:1 7 DAYS 10:1 TO 3:1 7 DAYS FLATTER THAN 10:1 AREAS TO BE COVERED WITH EROSION CONTROL BLANKET. 6. ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. 7. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. 8. TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEMPT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. 9. SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 10. SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 11. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. 12. NO ENGINE DEGREASING IS ALLOWED ON SITE. 13. THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE FOR PARTS II.B., PART II.C AND PART IV. OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. 14. ALL CONSTRUCTION DOCUMENTS AND SPECIFICATIONS ARE CONSIDERED PART OF THE SWPPP. 15. DOCUMENTATION OF INFEASABILITY-THE PERMITEE MUST DOCUMENT THE DETERMINATION AND SUBSTITUTE BMP'S IN THE SWPPP IF THEY DETERMINE THAT COMPLIANCE WITH THE REQUIREMENTS FOR TEMPORARY SEDIMENT BASINS(III.C) OR OBTAINING ROW (III.D) IS INFEASIBLE. 16. CHANGE OF COVERAGE-UPON COMPLETION OF GRADING, UTILITIES, AND STREET CONSTRUCTION THE NEW OWNER (HOME BUILDER) MUST SUBMIT A SUBDIVISION REGISTRATION WITHIN 7 DAYS OF ASSUMING OPERATIONAL CONTROL OF THE SITE, COMMENCING WORK ON THEIR PORTION OF THE SITE, OR OF THE LEGAL TRANSFER, SALE OR CLOSING ON THE PROPERTY. NOTE: THE NEW CAN IMPLEMENT THE ORIGINAL SWPPP CREATED FOR THE PROJECT OR DEVELOP AND IMPLEMENT THEIR OWN SWPPP. 17. TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET: A. FINAL STABILIZATION, PER NPDES PERMIT PART IV.G. AND DEFINITION IN APPENDIX B HAS BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. B. ANOTHER OWNER HAS ASSUMED CONTROL OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED. 18. INSPECTIONS A. INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE IS REQUIRED. B. EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.5" OVER 24 HOURS RAIN EVENT. C. STABILIZED AREAS: ONCE EVERY 30 DAYS D. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. 19. OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE RETAINED FOR THREE YEARS. RECORDS TO INCLUDE: DATE & TIME OF INSPECTION, NAME OF INSPECTOR, FINDINGS & RECOMMENDATIONS OF CORRECTIVE ACTIONS, DATE & AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5" IN 24 HOURS. 20. SWPPP MUST BE AMENDED WHEN: A. THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE B. INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING WATER QUALITY STANDARDS. C. THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. 21. OWNER: HOMESTEAD PARTNERS MATT HANISH 525 15TH AVENUE S. HOPKINS, MN 55343 (952) 949-3630 CONTRACTOR: PENDING THE CONTRACTOR SHALL OVERSEE THE IMPLEMENTATION OF THE SWPPP AND SHALL BE THE RESPONSIBLE PARTY FOR ALL OPERATIONS ON SITE. IF THE CONTRACTOR FAILS TO IMPLEMENT THE SWPPP THE OWNER SHALL ASSUME RESPONSIBILITY FOR THE SWPPP. THE OWNER SHALL BE RESPONSIBLE FOR THE LONG TERM OPERATION & MAINTAINABLE OF THE SEDIMENTATION/DETENTION BASIN AND STORM SEWER ON SITE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION COMPLYING WITH THE REQUIREMENTS AS STATED IN PART III OF THE NPDES PERMIT. 22. BMP TABULATION: APPROXIMATE QUANTITIES SILT FENCE - 5,800 LF ROCK ENTRANCE PAD - 1 EA SEED/MULCH - 13.7 AC EROSION CONTROL BLANKET - 3,600 SY SWPP MAINTENANCE - 1 EA 23. THE FOLLOWING INDIVIDUALS MUST BE TRAINED IN ACCORDANCE WITH THE NPDES PERMIT REQUIREMENTS: THE INDIVIDUAL WHO PREPARES THE SWPPP; THE INDIVIDUAL OVERSEEING THE IMPLEMENTATION, REVISING, & AMENDING THE SWPPP; THE INDIVIDUAL(S) PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE, & REPAIR OF THE BMP'S. 24.HAZARDOUS MATERIALS SUCH AS OIL, GASOLINE, PAINT, AND ANY OTHER HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS, OR OTHER DISCHARGES. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. CONCRETE WASH MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND RUNOFF MUST BE CONTAINED WITHIN THE DEFINED AREA. 25. ALL WASTE AND UNUSED BUILDING MATERIALS SHALL BE PROPERLY DISPOSED OF OFF SITE AND NOT ALLOWED TO BE CARRIED BY RUNOFF INTO A RECEIVING CHANNEL OR STORAGE SEWER SYSTEM. 26.CONTRACTOR TO SEE SHEET C8-1 FOR STANDARD DETAILS FOR EROSION CONTROL DEVICES. SILT FENCE REQUIRED MAINTENANCE: 1. WHEN SEDIMENT REACHES 1/3 THE HEIGHT OF SILT FENCE IT MUST BE REMOVED WITHIN 24 HOURS. 2. REPAIR OR REPLACE DYSFUNCTIONAL SILT FENCE WITHIN 24 HOURS. 3. SEDIMENT REMOVED FROM SURFACE WATERS WITHIN 7 DAYS. 4. SITE EXITS INSPECTED AND TRACKED SEDIMENT REMOVED WITHIN 24 HOURS. INLET PROTECTION REQU'D MAINTENANCE: BASKET DEPTH IT MUST BE CLEANED WITHIN 24 HOURS. 2. REPAIR OR REPLACE DYSFUNCTIONAL INLET PROTECTION WITHIN 24 HOURS. 1. WHEN SEDIMENT REACHES 1/3 THE HEIGHT OF Professional Services: CADD Qualification: by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing or for completion of this project by others without written approval shall not be used on other projects, for additions to this project, for use solely with respect to this project. These CADD files are instruments of the Consultant professional services CADD files prepared by the Consultant for this project Consultant from any & all responsibilities, claims, and liabilities. deletions and that party shall hold harmless and indemnify the at the full risk of that party making such revisions, additions or revisions, additions, or deletions to these CADD files shall be made files for information and reference only. All intentional or unintentional Professional Signature: Quality Control: Sheet Title: Sheet No.: Project No.: Checked By: Project Lead: Review Date: Drawn By: Project Name: Owner/Developer Name:W:\2013\13585\CADD DATA\CIVIL\_dwg Sheet FilesPlotted: 11 /13 / 2014 10:52 AMSheet Index: Submittal: Landscape Architecture Environmental Planning Civil Engineering Land Surveying 2014 7200 Hemlock Lane - Suite 300 Maple Grove, MN 55369 Telephone: (763) 424-5505 www.LoucksAssociates.com 525 15th Avenue South Hopkins, MN 55343 C0-1 C1-1 C2-1 C2-2 C3-1 C3-2 C4-1 C8-1 L1-1 L1-2 COVER SHEET CERTIFICATE OF SURVEY PRELIMINARY PLAT SITE PLAN GRADING PLAN SWPP PLAN UTILITY PLAN CIVIL DETAILS LANDSCAPE PLAN TREE INVENTORY PLAN C4-1 UTILITY PLAN.DWG /C4-1 06/27/14 CITY SUBMITTAL 07/11/14 PRELIMINARY PLAT SUBMITTAL Todd W. McLouth - PE of the State of Minnesota. 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 20383 License No.Date PRELIM I N A R Y 09/04/14 PRELIMINARY PLAT RE-SUBMITTAL 10/06/14 PRELIMINARY PLAT-CITY COMMENTS 11/03/14 PRELIMINARY PLAT-CITY COMMENTS 11/13/14 PRELIMINARY PLAT-CITY COMMENTS C4-1 TWM DDL TWM 11/13/14 N UTILITY PLAN GENERAL NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS, THE CITY AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. ALL HDPE CONNECTIONS TO CONCRETE MANHOLES SHALL BE CONNECTED WITH AN INTERNAL RUBBER GASKET OR BY USING ADS WATERSTOP GASKET. ALL SANITARY SEWER MAIN LINE SHALL BE SDR 35. ALL SANITARY SEWER SERVICES SHALL BE SDR 26. 2. SEE SHEET C8-1 AND THE CONTRACT SPECIFICATIONS FOR SPECIFIC UTILITY DETAILS AND UTILITY SERVICE DETAILS. 3. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL PER THE REQUIREMENTS OF THE CITY. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION. 4. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 5. ALL SANITARY SEWER AND WATER SERVICES SHALL TERMINATE AT THE PROPERTY LINE UNLESS OTHERWISE NOTED. 6. THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION OR UNDERGROUND WORK. 7. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 8. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY. 9. ALL NEW WATERMAIN MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. 10. ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED GRADES WHERE DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 11. HORIZONTAL SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER TO BE 10 FEET. 12. PROPOSED PIPE MATERIALS: WATERMAIN C900 PVC NO LESS THAN 8' DEEP. WATER SERVICE COPPER TYPE K,1" SERVICE TO PROPERTY LINE. SANITARY SEWER PVC SDR 35 NO MORE THAN 20' DEEP. SANITARY SEWER PVC SDR 26 20' - 25' DEEP. SANITARY SEWER PVC 4" SCH. 40 SERVICE TO PROPERTY LINE. STORM SEWER RCP CLASS 5 12" TO 30" DIAMETER.  Professional Services: CADD Qualification: by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing or for completion of this project by others without written approval shall not be used on other projects, for additions to this project, for use solely with respect to this project. These CADD files are instruments of the Consultant professional services CADD files prepared by the Consultant for this project Consultant from any & all responsibilities, claims, and liabilities. deletions and that party shall hold harmless and indemnify the at the full risk of that party making such revisions, additions or revisions, additions, or deletions to these CADD files shall be made files for information and reference only. All intentional or unintentional Professional Signature: Quality Control: Sheet Title: Sheet No.: Project No.: Checked By: Project Lead: Review Date: Drawn By: Project Name: Owner/Developer Name:W:\2013\13585\CADD DATA\LANDSCAPE\_dwg Sheet FilesPlotted: 11 /13 / 2014 11:12 AMSheet Index: Submittal: Landscape Architecture Environmental Planning Civil Engineering Land Surveying 2014 7200 Hemlock Lane - Suite 300 Maple Grove, MN 55369 Telephone: (763) 424-5505 www.LoucksAssociates.com 525 15th Avenue South Hopkins, MN 55343 C0-1 C1-1 C2-1 C2-2 C3-1 C3-2 C4-1 C8-1 L1-1 L1-2 COVER SHEET CERTIFICATE OF SURVEY PRELIMINARY PLAT SITE PLAN GRADING PLAN SWPP PLAN UTILITY PLAN CIVIL DETAILS LANDSCAPE PLAN TREE INVENTORY PLAN L1-1 LANDSCAPE PLAN.DWG /L1-1 06/27/14 CITY SUBMITTAL 07/11/14 PRELIMINARY PLAT SUBMITTAL PRELIM I N A R Y 09/04/14 PRELIMINARY PLAT RE-SUBMITTAL 10/06/14 PRELIMINARY PLAT-CITY COMMENTS 11/03/14 PRELIMINARY PLAT-CITY COMMENTS 11/13/14 PRELIMINARY PLAT-CITY COMMENTS L1-1 TWM DDL TWM 11/13/14 N Date of the State of Minnesota. Douglas D. Loken, LA I am a duly Licensed Landscape Architect under the laws prepared by me or under my direct supervision and that I hereby certify that this plan, specification or report was 45591 License No. PLANT SCHEDULE: THE CITY REQUIRES LANDSCAPE AT SITE PERIMETER. A CONIFEROUS TREE ROW HAS BEEN PLACED ON THE NORTHERN PERIMETER TO PROVIDE SCREEN FROM ADJACENT RESIDENTIAL NEIGHBORHOOD. CITY REQUIRES LANDSCAPING QUANTITIES BASED ON A PERCENTAGE OF SITE IMPROVEMENTS TO COST. THIS FIGURE IS UNKNOWN AT THIS TIME. THE PLAN SHOWS 1 TREE PER LOT, AT STREET INTERSECTIONS, AS WELL AS THE PERIMETER. GENERAL NOTES CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. LANDSCAPE INSTALLATION: COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. SEED SHALL BE INSTALLED AND MULCHED AS PER MNDOT SPECS. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, DECIDUOUS SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED SHRUB HEIGHT. ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE FINISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL, OTHER APPROVED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS OR MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 0-20-20 OF 12 OZ PER 2.5" CALIPER PER TREE AND 6 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 10-10-10 THE FOLLOWING SPRING IN THE TREE SAUCER. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. ALL TREES TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURES RECOMMENDATIONS UNDER ALL MULCHED AREAS. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND/OR INSTALLATION. CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE. WARRANTY (ONE FULL GROWING SEASON) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. REPRODUCIBLE AS-BUILT DRAWING(S) OF ALL LANDSCAPE INSTALLATION AND SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO PROJECT ACCEPTANCE. UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED/SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND FALL DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. PROTECT ALL EXISTING OAKS ON SITE SCHEDULED TO REMAIN. IF EXISTING OAKS ARE DAMAGED IN ANY MANNER, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. OAKS ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15 AND JULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES ARE UNAVOIDABLE. LANDSCAPE CONTRACTOR SHALL ESTABLISH TO HIS SATISFACTION THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. LANDSCAPE PLAN: NOTES: TURF SEED MIX - MNDOT SEED MIX # 25-131. APPLY AT 220 LBS/AC. MID TERM STABILIZATION SEED MIX - MNDOT SEED MIX # 22-112. APPLY AT 40 LBS/AC. DRY PRAIRIE SEED MIX - MNDOT SEED MIX # 35-221. APPLY AT 36.5 LBS/AC. STORMWATER POND SEED MIX - MNDOT SEED MIX # 33-261. APPLY AT 35 LBS/AC. DRY POND SEED MIX - MNDOT SEED MIX # 33-262. APPLY AT 44 LBS/AC. SEEDING LEGEND: SITE IMPROVEMENTS CONSTRUCTION COST IS ESTIMATED TO BE LESS THAN $1M. TWO PERCENT OF THIS COST IS TO BE USED FOR LANDSCAPING. EXACT COST IS CURRENTLY UNKNOWN. THIS INFORMATION IS TO BE PROVIDED AFTER CONSTRUCTION DOCUMENTS ARE GENERATED. MINIMUM LANDSCAPE VALUE: TYPICAL HOUSE FOUNDATION PLANTINGS: FOUNDATION PLANTINGS MUST CONSIST OF A COMBINATION OF DECIDUOUS AND CONIFEROUS SHRUBS AS WELL AS PERENNIALS. EACH TOWNHOME UNIT SHALL INCLUDE A MINIMUM 10 SHRUBS AND 10 PERENNIALS. PLANTINGS TO BE INSTALLED BY BUILDER AT TIME OF HOME CONSTRUCTION. Professional Services: CADD Qualification: by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing or for completion of this project by others without written approval shall not be used on other projects, for additions to this project, for use solely with respect to this project. These CADD files are instruments of the Consultant professional services CADD files prepared by the Consultant for this project Consultant from any & all responsibilities, claims, and liabilities. deletions and that party shall hold harmless and indemnify the at the full risk of that party making such revisions, additions or revisions, additions, or deletions to these CADD files shall be made files for information and reference only. All intentional or unintentional Professional Signature: Quality Control: Sheet Title: Sheet No.: Project No.: Checked By: Project Lead: Review Date: Drawn By: Project Name: Owner/Developer Name:W:\2013\13585\CADD DATA\LANDSCAPE\_dwg Sheet FilesPlotted: 11 /13 / 2014 11:17 AMSheet Index: Submittal: Landscape Architecture Environmental Planning Civil Engineering Land Surveying 2014 7200 Hemlock Lane - Suite 300 Maple Grove, MN 55369 Telephone: (763) 424-5505 www.LoucksAssociates.com 525 15th Avenue South Hopkins, MN 55343 C0-1 C1-1 C2-1 C2-2 C3-1 C3-2 C4-1 C8-1 L1-1 L1-2 COVER SHEET CERTIFICATE OF SURVEY PRELIMINARY PLAT SITE PLAN GRADING PLAN SWPP PLAN UTILITY PLAN CIVIL DETAILS LANDSCAPE PLAN TREE INVENTORY PLAN L1-2 TREE INVENTORY.DWG /L1-2 06/27/14 CITY SUBMITTAL 07/11/14 PRELIMINARY PLAT SUBMITTAL PRELIM I N A R Y 09/04/14 PRELIMINARY PLAT RE-SUBMITTAL 10/06/14 PRELIMINARY PLAT-CITY COMMENTS 11/03/14 PRELIMINARY PLAT-CITY COMMENTS 11/13/14 PRELIMINARY PLAT-CITY COMMENTS L1-2 PAK DDL DDL 11/13/14 N OVERALL TREE DATA: TOTAL NUMBER OF TREES SURVEYED: 358 TREES Date of the State of Minnesota. Douglas D. Loken, LA I am a duly Licensed Landscape Architect under the laws prepared by me or under my direct supervision and that I hereby certify that this plan, specification or report was 45591 License No. TREE INFORMATION: TREE INVENTORY NOTES: THE EXISTING TREES SHOWN ON THIS PLAN WERE SURVEYED BY LOUCKS ASSOCIATES FROM 10/29/14 TO 11/05/14. SEE CHART BELOW FOR TREE INFORMATION. NOT ALL TREES LISTED ARE ON THE PROJECT'S PROPERTY. SOME TREES LISTED ARE ON ADJACENT PROPERTIES. ALL TREES WITHIN THE CONSTRUCTION LIMITS WERE SURVEYED. TREES 50' BEYOND CONSTRUCTION LIMITS ON PROJECT PROPERTY WERE SURVEYED. ALL TREES WITHIN THE CONSTRUCTION LIMITS WERE SURVEYED. TREES 50' BEYOND CONSTRUCTION LIMITS ON PROJECT PROPERTY WERE SURVEYED. ALL TREES WITHIN THE CONSTRUCTION LIMITS WERE SURVEYED. TREES 50' BEYOND CONSTRUCTION LIMITS ON PROJECT PROPERTY WERE SURVEYED. ALL TREES WITHIN THE CONSTRUCTION LIMITS WERE SURVEYED. TREES 50' BEYOND CONSTRUCTION LIMITS ON PROJECT PROPERTY WERE SURVEYED. 3800 TREE LEGEND: TREE TO REMAIN TREE TO BE REMOVED