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Item 09
August 20, 2018 Item No. ______ HERITAGE COMMONS 7TH ADDITION PROPOSED ACTION Staff recommends adoption of the following motion: Move to approve: 1) a resolution approving the final plat of Heritage Commons 7th Addition, 2) a resolution vacating public drainage and utility easements and, 3) a conditional use permit allowing a senior assisted living facility in the C-3 District. OVERVIEW Jin Fang, representing JHF Investments, LLC, has submitted applications for the final plat of one lot and one outlot to be known as Heritage Commons 7th Addition, the vacation of platted public drainage and utility easements, and a conditional use permit to allow a senior assisted living facility in the C-3, General Commercial District. The facility would be located at the southeast corner of Heritage Drive and Iberia Avenue. The Planning Commission held a public hearing on August 2, 2018 to consider the applications. The Planning Commission recommended unanimous approval subject to the eight stipulations listed in the July 27, 2018 planning report. There were no public comments at the public hearing. PRIMARY ISSUES TO CONSIDER Is the Heritage Commons 7th Addition final plat consistent with the approved preliminary plat? The final plat is consistent with the Heritage Commons preliminary plat approved in 1999, which included one commercial lot at this location. SUPPORTING INFORMATION ◊ Final plat resolution ◊ Vacation resolution ◊ Conditional use permit and findings of fact ◊ Signed development contract, stormwater maintenance and encroachment agreements and warranty deed ◊ August 2, 2018 draft Planning Commission meeting minutes ◊ July 27, 2018 planning report and July 25, 2018 engineering report Financial Impact: $ N/A Budgeted: Y☐ N☐ Source: Related Documents (CIP, ERP, etc.): Zoning and Subdivision Ordinances Envision Lakeville Community Values: A Home for All Ages and Stages of Life Report Completed By: Frank Dempsey, AICP, Associate Planner (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. 18-____ RESOLUTION APPROVING THE FINAL PLAT OF HERITAGE COMMONS 7TH ADDITION WHEREAS, the owner of the plat described as HERITGE COMMONS 7TH ADDITION has requested approval of a final plat; and WHEREAS, the final plat is consistent with the approved preliminary plat, and WHEREAS, the final plat is acceptable to the City. NOW THEREFORE BE IT RESOLVED by the Lakeville City Council: 1. The HERITAGE COMMONS 7TH ADDITION final plat is approved subject to the developer’s execution of the development contract and security requirements. 2. The Mayor and City Clerk are hereby authorized to sign the development contract, the final plat mylars, and the stormwater management agreement and encroachment agreement. 3. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. ADOPTED by the Lakeville City Council this 20th day of August 2018 CITY OF LAKEVILLE _______ Douglas P. Anderson, Mayor ATTEST: ______________________________ Charlene Friedges, City Clerk STATE OF MINNESOTA ) CITY OF LAKEVILLE ) I hereby certify that the foregoing Resolution No. 18-_______is a true and correct copy of the resolution presented to and adopted by the City Council of the City of Lakeville at a duly authorized meeting thereof held on the 20th day of August 2018 as shown by the minutes of said meeting in my possession. ______________________________ Charlene Friedges, City Clerk (SEAL) Drafted By: City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 1 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. 18-_____ RESOLUTION VACATING PUBLIC DRAINAGE AND UTILITY EASEMENTS WHEREAS, the City Council has conducted a public hearing preceded by two (2) weeks published notice, to consider the vacation of the following described public drainage and utility easements; and WHEREAS, the City Council has determined that it is in the public interest to vacate said public drainage and utility easements. NOW, THEREFORE, BE IT RESOLVED by the Lakeville City Council: 1. The following public drainage and utility easement is hereby vacated: (SEE ATTACHED EASEMENT VACATION EXHIBIT) 2. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. ADOPTED by the Lakeville City Council this 20th day of August 2018 CITY OF LAKEVILLE BY:________________________________ Douglas P. Anderson, Mayor ATTEST: BY:___________________________ Charlene Friedges, City Clerk 2 STATE OF MINNESOTA ) ( CITY OF LAKEVILLE ) I hereby certify that the foregoing Resolution No. 18-___ is a true and correct copy of the resolution presented to and adopted by the City Council of the City of Lakeville at a duly authorized meeting thereof held on the 20th day of August 2018 as shown by the minutes of said meeting in my possession. __________________________ Charlene Friedges, City Clerk (Seal) DRAFTED BY: City of Lakeville 20195 Holyoke Ave Lakeville, MN 55044 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA BEE HIVE CONDITIONAL USE PERMIT FINDINGS OF FACT AND DECISION On August 2, 2018, the Lakeville Planning Commission met at it’s regularly scheduled meeting to consider the application of JHF Investments, LLC for a conditional use permit to allow a senior assisted living facility in the C-3, General Commercial District. The Planning Commission held a public hearing on the proposed conditional use permit preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. The City Council hereby adopts the following: FINDINGS OF FACT 1. The property is located in Comprehensive Planning District No. 5, Central Business District/Heritage Commons, which guides the property for commercial use. 2. The property is zoned C-3, General Commercial District. 3. The legal description of the property is: Lot 1, Block 1, Heritage Commons 7th Addition 4. Section 11-4-3E of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be issued unless certain criteria are satisfied. The criteria 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. Finding: The senior assisted living facility is consistent with uses allowed on the subject property. The senior living use of the property is consistent with the policies and provisions of Planning District 5 of the Comprehensive Land Use Plan. b) The proposed use is or will be compatible with future land uses of the area. 2 Finding: The senior assisted living use in the C-3 District will be compatible with existing land uses in the area provided compliance with the stipulations outlined in the conditional use permit. c) The proposed use conforms with all performance standards contained in the Zoning Ordinance and the City Code. Finding: The senior assisted living use in the C-3 District conforms to the performance standards set forth in the Zoning Ordinance required for a conditional use permit for the senior assisted living use. d) The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The senior assisted living use is served with existing public services and will not overburden the City’s service capacity. e) Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: Traffic generation from the senior assisted living use can be accommodated by streets serving the property. 5. The planning report dated July 27, 2018 prepared by Associate Planner Frank Dempsey are incorporated herein. DECISION The City Council approves the City Council approve the conditional use permit in the form attached thereto. Dated: August 20, 2018 CITY OF LAKEVILLE BY: ________________________________ Douglas P. Anderson, Mayor BY: ________________________________ Charlene Friedges, City Clerk 1 City of Lakeville Planning Department Memorandum To: Planning Director, Mayor and City Council From: Frank Dempsey, AICP, Associate Planner Date: July 27, 2018 Subject: Packet Material for the August 2, 2018 City Council Meeting Agenda Item: Heritage Commons 7th Addition 1. Conditional Use Permit to allow a senior living facility in the C-3 District 2. Easement Vacation 3. Final Plat Application Action Deadline: August 20, 2018 (Extended to October 16, 2018) INTRODUCTION A representative of JHF Investments, LLC has submitted applications for the final plat of one lot and one block to be known as Heritage Commons 7th Addition, an easement vacation of existing platted public drainage and utility easements and a conditional use permit to allow a senior assisted living facility in the C-3, General Commercial District. The senior assisted living facility would be part of the Beehive Senior Assisted Living/Memory Assisted Living franchise of senior assisted living homes. Similar Beehive senior assisted living homes in Minnesota are located in Excelsior, Duluth and Elk River. The facility would be located at the southeast corner of Heritage Drive and Iberia Avenue within the Heritage Commons Planned Unit Development. The conditional use permit, easement vacation and final plat plans have been reviewed by Planning Department, Engineering Division and Parks and Recreation Department staff. 2 EXHIBITS A. Aerial Photo Map B. Location and Zoning Map C. Easement Vacation Sketch D. Survey E. Final Plat – Heritage Commons 7th Addition F. Approved Preliminary Plat – 1999 G. Site Plan H. Grading Plan I. Erosion Control Plan J. Utility Plan K. Landscape Plan (2 Pages) L. Floor Plan M. Proposed Building Elevations Plan (3 Pages) PLANNING ANALYSIS CONDITIONAL USE PERMIT A conditional use permit is required to allow the senior living facility in the C-3, General Commercial District. Considerations to allow this use in a commercial district include availability of city sewer and water, streets to accommodate the use, and compatibility with other uses in the same district. Building. The Beehive building will be 12,170 square feet in area and 18 feet in height and of a residential style design. The building will include rooms and associated spaces for up to 20 individuals. The building will be constructed of cultured stone, engineered wood (LP Smartside), glass and roofing of asphalt shingles. The designer’s intent is to design the building with residential characteristics. The exterior materials as proposed are being revised to comply with Section 11-61-9 of the Zoning Ordinance which requires a minimum of 50% of the combined area of all elevations to have an exterior finish of brick, stucco and/or natural or artificial stone. The applicant will submit the revised plan to staff for review prior to submittal to the Planning Commission at the public hearing. Setbacks. Setback requirements for a commercial building in the C-3 District are noted below: Yard Public Road Right of Way Interior Lot Lines Setbacks 30 feet 10 feet/50 feet (stream edge) 3 The proposed Beehive building meets the C-3 District, Shoreland Overlay District and Floodplain District setback requirements. Parking and Drive Aisles. Parking requirements for the 20 bed senior assisted living use, are four spaces + one space for each three beds (seven spaces) for a total of 11 spaces. The site plan proposes 14 parking spaces plus room for up to two additional parking spaces for a total of 16 spaces. All drive aisle and parking space dimensions and setback requirements comply with Zoning Ordinance requirements. Landscaping. The landscape plan proposes seven deciduous overstory trees and five ornamental trees including numerous shrubs and perennial plantings. Landscaping is also proposed in and around the rain garden located on the west end of the property adjacent to the public streets. All plant materials meet Zoning Ordinance requirements. Trash/Recycling Storage. A trash/recyclables enclosure is proposed to be located facing the parking lot near the southwest corner of the building. The enclosure will be six feet in height and constructed of materials that match the exterior materials of the principal building. Mechanical Unit Screening. Any ground mounted mechanical equipment must be screened with landscaping. Any roof mounted mechanical units require screening. Site Lighting. Light poles are proposed at the street entrance on the west side of the parking lot and four additional light poles near the east elevation of the building. A photometric plan and light fixture specifications must be submitted prior to issuance of a building permit. All lighting shall comply with Zoning Ordinance requirements for light intensity at the property lines. All light fixtures shall be downcast design. EASEMENT VACATION The public drainage and utility easements created with the final plat of Heritage Commons. All existing easements will be vacated and re-established with the Heritage Commons 7th Addition final plat. All parties with a real or potential interest in the easement vacation were notified, including utility companies. No utility companies or other have responded with opposition to the easement vacation. FINAL PLAT Existing Conditions. The property was preliminary platted as Lot 1, Block 3, Heritage Commons and totals 1.17 acres. The property was preliminary graded in 1999 with the mass graded of the Heritage Commons preliminary plat. The property is moderately sloped from west to east and includes areas of stormwater basin and stream floodplain. The Heritage Commons preliminary plat approved in 1999 included 12 commercial lots. The final plat of 4 Heritage Commons was approved in 1999 and included the subject property as Outlot C. The proposed final plat includes one lot and one outlot. Outlot A will be deeded to the City for stormwater basins, floodplain preservation and tree preservation purposes. The property is located north of US Bank, west of and across the stream from the Heritage Library, and south of residential condominiums and Heritage Commons commercial buildings. The subject property and the US Bank property are not zoned PUD, Planned Unit Development as is the case with the other commercial lots in Heritage Commons. Consistency with the Preliminary Plat. The proposed final plat is consistent with the approved preliminary plat. Easement Vacation. All existing easements are being vacated to maintain clear title for the property. The vacated easements will be re-established with the final plat of Heritage Commons 7th Addition. All parties with a real or potential interest in the easement vacation were notified, including utility companies. No parties have responded with opposition to the easement vacation. Zoning. The zoning of the property is C-3, General Commercial District. The C-3 District allows senior assisted living facilities as a conditional use. The property is also in the Shoreland Overlay District of the South Creek Tributary stream. The Shoreland Overlay District requires a minimum setback of 50 feet from the stream edge. The impervious surface area requirements for Heritage Commons were addressed for the entire Heritage Commons development with the preliminary plat approved in 1999 with the condition that Heritage Commons dedicate to the City the green space west of the stream for trail and public open space purposes. The developer is deeding Outlot A to the City which will be held as permanent greenspace. Comprehensive Plan. The property is located in Planning District 5, Central Area/Heritage Commons District of the Comprehensive Plan. The commercial zoning and the proposed senior assisted living facility are consistent with the objectives of the Comprehensive Plan. Lot Area. Proposed Lot 1, Block 1, Heritage Commons 7th Addition is 0.96 acres (41,817 square feet) in area which meets the lot size requirement of 30,000 square feet for lots in the C-3 District. Lot Width. The proposed width of Lot 1, Block 1 exceeds the minimum lot width of 100-feet required in the C-3 District. Outlot. One outlot (Outlot A) totaling 0.21 acres will be deeded to the City for stormwater, floodplain and tree preservation purposes. Access. Access will be from a single shared driveway at Iberia Avenue. The driveway will be shared with US Bank as planned with the preliminary plat. A shared driveway easement is 5 required between the bank property and Beehive. Evidence of the private easement will be required prior to issuance of a building permit. Streets & Right-of-Way. All streets adjacent to the subject property have dedicated the necessary right-of-way with the Heritage Commons final plat. No additional right-of-way dedication or street construction is required. Park Dedication and Trails. The City’s Parks, Trails and Open Space Plan does not identify additional park land or new trail development in the vicinity of the subject property. Park land and dedication for Heritage Commons was satisfied with the first phase of the Heritage Commons development in 1999 that included greenspace, trails and landscaping along the west side of the stream. No additional park land or cash dedication is required with the Heritage Commons 7th Addition final plat. Tree Preservation. There are significant trees in the Lakeville Commerce Center 7th Addition final plat area, primarily in the area adjacent to the stream. The tree preservation plan shows four significant trees to be saved within the proposed Outlot A. Wetlands. There are no wetlands identified on site. Grading, Drainage and Erosion Control. The final plat plans include grading, drainage and erosion control plans and utilities associated with the proposed site plan. Grading, drainage and erosion control is discussed in more detail in the July 25, 2018 engineering memo. RECOMMENDATION The Heritage Commons 7th Addition easement vacation, final plat and the Beehive senior living conditional use permit are consistent with the approved preliminary plat and comply with the requirements of the Zoning and Subdivision Ordinances. Planning Department staff recommends approval subject to the following conditions: 1. The easement vacation is subject to the recording of the final plat of Heritage Commons 7th Addition. 2. The recommendations listed in the July 25, 2018 engineering report. 3. A shared driveway easement is required between the bank property and Beehive. Evidence of the private easement will be required prior to issuance of a building permit. 4. Construction of the senior living facility may not commence prior to building permit approval. 5. The building exterior shall comply with the requirements of Section 11-61-9 of the Zoning Ordinance. 6 6. Trash and recyclable bins shall be stored inside a trash enclosure. 7. A photometric plan and exterior lighting plan shall be submitted prior to issuance of a building permit in compliance with Zoning Ordinance requirements. 8. A $20,000 landscaping financial surety shall be submitted prior to issuance of a building permit. Findings of fact are attached. Beehive Homes Senior Care Property Information July 5, 2018 0 225 450112.5 ft 0 60 12030 m 1:2,400 Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. RM-1 PUD P/OS C-3 O-RRM-1 C-3 P/OS PUD PUD RM-1 C-3 O-R RH-1PUDRST-1 P/OS RS-3 PUD P/OS456750 IBERIA AVEHERITAGEDRHOMESTEAD CT202ND ST W IDEALIC AV E H O Y A C T 203RDST W HOMEFIREWAY HUNTER CTÜ BEEHIVE HOMES SENIOR CARE yT C_ ` T C: __ rPN Z 111'x,vI QJ OTI i * I ksCJIw w I rT1 ` 1 _- _____ _ ___ C - ----- ----------- 966--'-- 7.713 AgRES'fAlfTo I1Y L6 It O-323611rk bG 1 1 1 1L_ n _ r1 O 1/ N71 00j/ ynil x''af f f I OnFT / 1 Ii $ z o I sz . m 175.1Nt 1 b3 15 ^ IQ 6 J rVII ` Jr' O WE'1 I / m `\ sON ' 31 d`&;=^T.f-0 1 O O f n g6 r l / 250.3 1762jo m 00(;` P 1 tL6, % / \ y°f U7 g 1 8`/R /`.','.' /1-9 i/ / 1535 'J13 _4\4 1 . 1 1 ' r - i s mALT r .. • Y / gyp VVff AVERIA— i=moi /--- AVENUE I- --- ---------i {7--`---------- r- =— 22 2 q 46 m I ^ --- 6. 2 / Of5 T Ci I + N v -.ti' ' yY. ,N`980-. fel 1 u E3E 1 moil III -------------- M DR 1. W C rr aMUx OO. c2 tA y Y C> J A % C p `0 w P cm y N 0K. g t I8 "n iZ O roG7d 07 m O O 3- O< O C•t pN y 7 p1 fe O G ,,,•1 O O. f I I I I %I a+ R3' O n z Z f0/ 1 M AICdU C7 III _• o g0 A f S N cUh IJ N 'A' N ! i•'I rnZ 8g o y #o 6 h cD m SME,• _, OD• DATE REVISION sY HERITAGE COMMONS w, iy «aYt 6i, .my .,. P,Pw,6 ALL -METRO 7 16 CITY SUBNrtTN. Im s union my tlr,a n1P,rww. ,nE Nat 1 DRAWN: J.W.D. 7 27 sro BEV. PER CITY CONMEMS , d,y nglw..6 tab yn,.yw un6r e.. D6V6[API Mf CON9ULYANT6, PA C) oEsxx+ FOR AURORA INVESTMENTS, LLC a w aa. a 01° / strttvErurc . arecINEZRD)c . s17s PLANNING m T." PRELIMINARY PLATNPROJECTNO. , / 2 Z $ i,b b i9 7111 1!M &osd,n9 taN (812) 6YE-e{69 98007 LAKEVILLE, MINNESOTA Er ,t , MN saze nm (612) W-7 H E R I T A G E D R I V E I B E RI A A V E N U ES O U T H C R E E K FLOOD LINE (TYP.) H E R I T A G E D R I V E I B E RI A A V E N U ES O U T H C R E E K FLOOD LINE (TYP.)15' PARKING SETBACK15' PARKING SETBACK5' PARKING SETBACK 5' P A R K I N G S E T B A C K 10' BUILDING SETBACK 1 0 ' B U I L D I N G S E T B A C K 30' BUILDING SETBACK30' BUILDING SETBACK7 7 PROPOSED ASSISSTED LIVING 12,170 S.F. FFE=980.5 T5' PARK ING SETBACK10' BU ILD ING SETBACK15' PARKING SETBACK15' PARKING SETBACK5' PARKING SETBACK 5' P A R K I N G S E T B A C K 10' BUILDING SETBACK 1 0 ' B U I L D I N G S E T B A C K 30' BUILDING SETBACK30' BUILDING SETBACK7 7 PROPOSED ASSISSTED LIVING 12,170 S.F. FFE=980.5 T5' PARK ING SETBACK10' BU ILD ING SETBACK 18' 26' 18' 6'9'9'9'5'PATIOPATIOPATIOA B B A C C E FG H I J D K 12'L M M N A A O P P Q 23.7'6.5' 5.7' 37.1' 46.1' R10.0'R5.0' R5.0' R371.0' R5.0' R5.0' R433.0' C C C H R S T T T T 10.0'6.0'139.8' 84.1' 3 0 . 0 '60.4' 18.8'20.0'23.3' 18.3'21.5'38.9' 3.4' 12.1' FLOODLINE (TYP.) 15.2' PROPOSED PROPERTY LINE (TYP.)100' STREAM SETBACK65' STREAM SETBACK EXISTING TOP OF BANK (TYP.) EXISTING EDGE OF WATER (TYP.) EXISTING TOP OF BANK (TYP.) EXISTING EDGE OF WATER (TYP.)99.0'65.0'100.0'PROPOSED PROPERTY LINE (TYP.) LOT 1 OUTLOT A 14.0'15.8'U 127.3'V R PROPOSED STORMWATER MANAGEMENT EASEMENT PROPOSED STORMWATER MANAGEMENT EASEMENT PROPOSED UTILITY ACCESS AND MAINTENANCE EASEMENT PROPOSED DRAINAGE AND UTILITY EASEMENT PROPOSED DRAINAGE AND UTILITY EASEMENT PROPOSED DRAINAGE AND UTILITY EASEMENT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Jin Fang\beehive - lakeville, mn\3 Design\CAD\plansheets\C4-SITE PLAN.dwg July 20, 2018 - 3:00pm©BYREVISIONSNo.DATE1CITY COMMENTS06/21/18 MCB2ADDITIONAL CITY COMMENTS07/20/18 MCBPREPARED FORSITE PLANC400BEEHIVE HOMESOF LAKEVILLEJHF INVESTMENTS, LLCLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.MICHEAL C. BRANDTXX/XX/XXXX42661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT1609740005/21/2018AS SHOWNRAHRAHMCBSITE PLAN NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL INNER CURBED RADII ARE TO BE 5' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY EGAN, FIELD, & NOWAK, INC., DATED MARCH 27, 2018. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 9. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 10. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 11. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 12. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 13. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 14. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 15. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. BUILDING DATA SUMMARY AREAS BUILDING AREA 12,170 SF (24.0% OF TOTAL PROPERTY AREA) PARKING PARKING RATIO REQUIREMENT- NURSING HOME, REST HOME: 4 SPACES + 1 SPACE / 3 BEDS & ADDITIONAL SPACES AS DETERMINED BY ZONING ADMINISTRATOR REQUIRED PARKING 11 SPACES= 4 + (20 BEDS / 3) PROPOSED PARKING 14 SPACES PROOF OF PARKING 3 SPACES ADA STALLS REQ'D / PROVIDED 1 STALLS / 2 STALLS PROPERTY SUMMARY BEEHIVE HOMES OF LAKEVILLE TOTAL PROPERTY AREA 50,797 SF (1.17 AC) LOT 1 41,793 SF (0.96 AC) OUTLOT A 9,004 SF (0.21 AC) PROPOSED IMPERVIOUS AREA (LOT 1)20,220 SF (0.46 AC) PROPOSED PERVIOUS AREA (LOT 1)21,573 SF (0.50 AC) ZONING SUMMARY EXISTING ZONING C-3, GENERAL COMMERCIAL DISTRICT PARKING SETBACKS FRONT/SIDE ABUTTING STREET = 15' INTERIOR SIDE/REAR = 5' SIGN SETBACKS FRONT/ROW = 15' SIDE = 5' REAR = 5' BUILDING SETBACKS FRONT = 30' SIDE = 10' REAR = 10' PARKING SPACE/DRIVE AISLE 9' WIDE X 20' LONG*, 24' AISLE *2' MAY BE SUBTRACTED FROM EACH STALL DEPTH FOR EACH OVERHANG PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND NORTH PROPOSED HEAVY DUTY ASPHALT KEYNOTE LEGEND B612 CURB & GUTTER (SEE DETAIL) (TYP.) B618 CURB & GUTTER (MATCH EXISTING) (SEE DETAIL) (TYP.) SAWCUT AND MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER / SIDEWALK TRANSFORMER PAD CONCRETE PAVEMENT (SEE DETAIL) (TYP.) TRASH ENCLOSURE (SEE ARCHITECTURE) STANDARD DUTY BITUMINOUS PAVEMENT (SEE DETAIL- THIS SHEET) (TYP.) CONCRETE WALK (SEE DETAIL) (TYP.) ACCESSIBLE PARKING LOGO, STRIPING, & SIGNAGE (SEE DETAIL) (TYP.) ACCESSIBLE DROPPED PEDESTRIAN RAMP (WITHOUT TRUNCATED DOMES) (SEE DETAIL) (TYP.) 4" WHITE PARKING STRIPE (TYP.) MONUMENT SIGN (SEE ARCHITECTURE) RETAINING WALL (DESIGN BY OTHERS, SEE NOTE 23 ON SHEET C500) FLUSH CURB CURB CUT WITH 4-6" LIMESTONE RIP-RAP SWALE TRANSITION CURB- FULL TO FLUSH (SEE GRADING PLAN) STORMWATER POND 42'" HIGH ORNAMENTAL METAL FENCE, COLOR BLACK LOCKABLE GATE LIGHT POLE RIPRAP TO BE LIMESTONE (SEE GRADING PLAN) CLASS I-IV ROCK WEEPER, ROCK TO BE LIMESTONE (SEE GRADING PLAN) A B C D E F G H I J K L M N O P Q R S T U V T PROPOSED EASEMENT SAW CUT LINE PROPOSED TRANSFORMER PAD H E R I T A G E D R I V E I B E RI A A V E N U ES O U T H C R E E K FLOOD LINE (TYP.) PROPOSED ASSISSTED LIVING 12,170 S.F. FFE=980.598097998198298 2 980976977978979975 97 6 977 978 979 975974976977978979975976977978979980 977 978 979 981 980 978 979 EOF 981 980979 COCOCOCO2.42%2.32% 3.02%3.75%1.46% 33.1 7 %1.83%10.0 9 % 21.08%2.00% 2.34%3.97%1. 9 1%1.95%2.11%19.32%10.94%1 6 . 1 2%15.11%2.4 7 % 1. 1 5 % 3.15%2.17%2.14% 1.50%4.21%1.97%1.50%1.53%23.81%4.70%4.53%33.26% 31.08%1.71% 20.66% 29.37% 10.3 9 % 2.10 %1.26% 1.46% 1.92%2.03%0.69% 26 LF - 10" PVC @ 0.58% 9 LF - 8" HDPE @ 2.00% 70 LF - 8" HDPE @ 0.50% 8 LF - 8" HDPE @ 6.46% 44 LF - 12" HDPE @ 0.50% 9 LF - 12" HDPE @ 2.00% 71 LF - 12" HDPE @ 0.50% 980 976 977 978 979 32.05%CO113 LF - 12" HDPE @ 0.50% 4 LF - 12" HDPE @ 4.85% ME:979.02 ME:978.37 ME:974.01 ME:978.21 ME:974.21 ME:981.00 ME:982.09 ME:982.15 ME:982.12 ME:980.96 ME:980.38 LP:978.50 T/G:980.11 T/G:980.11 EOF:979.55 G:979.94 980.50 980.50 981.19 979.94 980.33 980.33 980.80 980.20 980.20 980.78 979.94 980.00 980.18 979.75 980.50 TW:980.22 TW:980.50 974.00 980.00 980.00 980.00 980.00 980.42 ME:974.00 ME:974.00 ME:976.00 BW:979.50 BW:976.18 G:978.70 G:979.59 G:978.60 G:980.11 G:980.64 G:980.58 979.82 979.83 979.85 979.82 980.00 980.50 980.50 980.50 980.00 980.50 980.50 980.00 980.00 T:980.74 T:980.71 G:980.39979.97 G:980.32 978.50 978.50 981.00 980.95 980.04 980.42 980.42 G:980.11 980.50 981.39981.28 981.71 981.71 ME:979.01 ME:979.38 ME:979.39 979.33 ME:981.62 ME:981.52 ME:981.56 ME:981.66 980.42 BW:978.00 TW:978.74 BW:975.92 TW:979.00 BW:977.00 TW:977.50 TW:979.87 TW:980.42 BW:976.23BW:976.69 TW:980.12 BW:976.46 980.39 980.42 976 977 978 979 7.33% 2.60%33.33%EXPOSED FOUNDATION MIN. 12" DEEP SWALE INFILTRATION BASIN 10-YR HWL = 977.99 100-YR HWL = 978.38 CONNECT TO EXISTING CATCH BASIN. FIELD VERIFY LOCATION AND INVERTS. RE: 980.60± IE: 967.20± CURB CUT FOREBAY PERMANENT ROCK WEEPER 100-YEAR FEMA FLOOD PLAIN OCMH-100 RE:978.90 IE:967.35 NW FES-1 IE:977.00 NE RD-1 IE:977.17 S STR -12 RE:979.67 WYE IE:976.98 N IE:976.98 W STR -8 RE:979.96 WYE IE:976.57 E IE:976.57 W RD-2 IE:977.17 S FES-2 IE:976.00 E RD-4 IE:977.75 N RD-3 IE:977.75 N STR -16 RE:978.98 WYE IE:977.22 S IE:977.22 E IE:977.22 SW STR -18 RE:978.37 WYE IE:977.57 S IE:977.57 W STR -21 RE:980.14 WYE IE:976.62 E IE:976.98 N IE:976.62 W EOF:979.52 EOF INFILTRATION BASIN 6" PRE-CAST BASE 48" 5" 10" PVC PIPE, IE=967.35 HOLE HOLE PLAN 1/2" SS ANCHOR BOLTS WITH CLIPS (4 THUS) 1/4"x1" FLAT BAR 1" TO OUTSIDE MH WALL HOT-DIPPED GALVANIZED GRATE #5 SMOOTH BARS @ 4" O.C. EACH WAY SECTION PRECAST 48" DIAM. MANHOLE STEPS AS PER STANDARD PLATE 16" O.C. CONSTRUCT 1.5" KEYWAY OR SUPPLY CERTIFIED SHOP DRAWING DETAILING CONCRETE WALL CONNECTOR TO MANHOLE SIDE WALL. OUTLET CONTROL STRUCTURE N.T.S. RIM EL=978.90 6" THICK WEIR WALL WITH ORIFICE, SEE SECTION VIEW FOR ORIFICE SIZE AND ELEVATOIN FLOW EXISTING SOIL 12" INLET IE: 976.00 B/POND EL=976.00 SURROUND ORIFICE WITH CLASS I-IV RIP RAP; RIP RAP TO BE LIMESTONE GRATE AT INLET ROCK WEEPER; ROCK TO BE LIMESTONE EL: 978.00 SEE DETAIL THIS SHEET B/FOREBAY EL=975.00 T/FOREBAY EL: 978.50 3 1 SECTION A-A: POND/FOREBAY N.T.S. 3 1 BROAD-CRESTED WEIR IE:977.80 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Jin Fang\beehive - lakeville, mn\3 Design\CAD\plansheets\C5-GRADING PLAN.dwg July 20, 2018 - 1:49pm©BYREVISIONSNo.DATE1CITY COMMENTS06/21/18 MCB2ADDITIONAL CITY COMMENTS07/20/18 MCBPREPARED FORGRADING PLANC500BEEHIVE HOMESOF LAKEVILLEJHF INVESTMENTS, LLCLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.MICHEAL C. BRANDTXX/XX/XXXX42661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT1609740005/21/2018AS SHOWNBPGBPGMCBNORTH GRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF LAKEVILLE, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-3034 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12. INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>. 14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. 23. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR WALL, BASE AND REINFORCEMENT/ANCHORING SIGNED BY A PROFESSIONAL STRUCTURAL ENGINEER PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D 3' PERMANENT ROCK WEEPER AND ROCK CHECK DAM 3' BW:0.0 PROPOSED BOTTOM OF WALL ELEVATION TW:0.0 PROPOSED TOP OF WALL ELEVATION A A H E R I T A G E D R I V E I B E RI A A V E N U ES O U T H C R E E K FLOOD LINE (TYP.) PROPOSED ASSISSTED LIVING 12,170 S.F. FFE=980.5 A A A B B B C B D D D975976977978976977978979 9 8 0 9779 7 8 9 7 9 9 8 1 975 980976977978979981980976977978979 980980 9 8 0 979981 980980980 977978979 B F G OUTLOT A LOT 1 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Jin Fang\beehive - lakeville, mn\3 Design\CAD\plansheets\C3-EROS PH2 PLAN.dwg July 20, 2018 - 1:48pmBYREVISIONSNo.DATE1CITY COMMENTS06/21/18 MCB2ADDITIONAL CITY COMMENTS07/20/18 MCBPREPARED FOREROSION ANDSEDIMENTCONTROL PLAN -PHASE 2C301BEEHIVE HOMESOF LAKEVILLEJHF INVESTMENTS, LLCLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.MICHEAL C. BRANDTXX/XX/XXXX42661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT1609740005/21/2018AS SHOWNBPGBPGMCBNORTH EROSION CONTROL PLAN NOTES 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4. WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G., PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT STABILIZATION. IMPORTANT: THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI) TO THE ENGINEER AND OBTAIN WRITTEN ENGINEER APPROVAL BEFORE DOING ANY OF THE FOLLOWING: 1. MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE TYPICALLY ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALID REASON THE SPECIFIED BMP WILL NOT WORK) 2. ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS; 3. MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR 4. PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWPPP. THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT ENGINEER APPROVAL, IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE ENGINEER AS SOON AS PRACTICAL AS TO THEIR ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY. AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND/OR REVISED DRAWINGS THAT HAVE THE ENGINEER NAME IN PRINT, ARE STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE ASSOCIATED RFI AND ITS RESPONSE FROM ENGINEER. ENGINEERED ITEMS MUST BE SIGNED AND STAMPED BY THE ENGINEER OF RECORD FOR THE PROJECT. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS. 3. INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 4. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE AND INSTALL STRIPING. 7. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 8. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS. 9. OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEEN FULLY STABILIZED THEN: 1. REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL DEVICES 2. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS. SEQUENCE OF CONSTRUCTION: SWPPP UPDATES AND AMENDMENTS ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOROLL LEGEND EROSION CONTROL BLANKET KEYNOTE LEGEND DISTURBED AREA BOUNDARY SILT FENCE ROCK CONSTRUCTION ENTRANCE INLET PROTECTION EROSION CONTROL BLANKET RIP RAP BIOROLL A B C D E F G PERVIOUS/IMPERVIOUS SUMMARY TOTAL PROPERTY AREA ±0.96 ACRES TOTAL DISTURBED AREA ±0.98 ACRES EXISTING IMPERVIOUS AREA ±0.03 ACRES (3.13%) EXISTING PERVIOUS AREA ±0.93 ACRES (96.87%) PROPOSED IMPERVIOUS AREA ±0.46 ACRES (47.92%) PROPOSED PERVIOUS AREA ±0.50 ACRES (52.08%) H E R I T A G E D R I V E I B E RI A A V E N U ES O U T H C R E E K FLOOD LINE (TYP.) PROPOSED ASSISSTED LIVING 12,170 S.F. FFE=980.5 CONNECT TO EXISTING SANITARY STUB W/ CLEANOUT RIM: 979.39 IE: 967.95± (E/W) 117 LF - 6" DIP WATER SERVICE CONNECT TO EXISTING WATER SERVICE STUB 6" WATER SERVICE STUB 5' FROM BUILDING OUTLOT A LOT 1 MAINTAIN DRIVE AISLE DURING CONSTRUCTION OR INSTALL WATER/SANITARY SERVICES DURING OFF-HOURS TO KEEP US BANK ACCESSCOCOCO45 LF - 6" C-900 PVC @ 4.14% 72 LF - 6" C-900 PVC @ 4.13% PIPE CROSSING SAN TOP: ±969.4 WATER IE: ±971.8 SAN-102 CLEANOUT RE:979.29 IE:969.81 E IE:969.81 SW SAN-101 CLEANOUT RE:979.87 IE:972.76 E IE:972.76 W SANITARY SERVICE IE:973.00 WPIPE CROSSING SAN TOP: ±971.1 STRM IE: ±976.3 PIPE CROSSING WATER TOP: ±972.0 STRM IE: ±976.4 8" X 6" REDUCER 6" GATE VALVE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Jin Fang\beehive - lakeville, mn\3 Design\CAD\plansheets\C6-UTILITY PLAN.dwg July 20, 2018 - 1:49pmBYREVISIONSNo.DATE1CITY COMMENTS06/21/18 MCB2ADDITIONAL CITY COMMENTS07/20/18 MCBPREPARED FORUTILITY PLANC600BEEHIVE HOMESOF LAKEVILLEJHF INVESTMENTS, LLCLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.MICHEAL C. BRANDTXX/XX/XXXX42661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT1609740005/21/2018AS SHOWNBPGBPGMCBUTILITY PLAN NOTES 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 6" PVC C-900 PER ASTM D2241 3. WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF LAKEVILLE AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. NORTH PROPOSED SANITARY SEWER MANHOLE PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED GATE VALVE PROPOSED HYDRANT PROPOSED TEE PROPOSED REDUCER PROPOSED UNDERGROUND ELECTRIC PROPOSED TELEPHONE PROPOSED GAS MAIN PROPOSED STORM SEWER LEGEND CO PROPOSED SANITARY CLEANOUT PROPOSED ASSISSTED LIVING 12,170 S.F. FFE=980.5 H E R I T A G E D R I V E I B E RI A A V E N U EFLOOD LINE (TYP.) 1 - SWO 2 - SWO 2 - NWM 3 - WSB 2 - NWM 26 - SDO 3 - WLC 6 - TCA 3 - KRG 2 - LLA 2 - GOJ 14 - LMG 10 - WLC 7 - LMG 8 - LMG 2 - LLA 2 - GOJ 2 - WLC 2 - GOJ 2 - LLA 3 - KRG A A A A C C C C C G E E E E E E EF F F F F F F F F F F F H J J J J F F 9 - BLC 3 - CAV 7 - RGD 3 - CAV 1 - RVB 13 - BLC 3 - CAV 3 - RGD 5 - RGD 1 - RVB 5 - BLC LANDSCAPE ENLARGEMENT- SEE SHEET L101 C C C C C A A F 17 - LMG 11 - WLC 4 - GOJ 8 - KRG 3 - LLA 14 - LMG 7 - GOJ 5 - LLA 7 - KRG 7 - WLC DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE NWM 4 ACER RUBRUM `NORTHWOOD`NORTHWOOD MAPLE B & B 2.5" CAL. SWO 3 QUERCUS BICOLOR SWAMP WHITE OAK B & B 2.5" CAL. ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE RVB 2 BETULA NIGRA RIVER BIRCH MULTI-TRUNK B & B 6` HT. WSB 3 BETULA POPULIFOLIA `WHITESPIRE`WHITESPIRE BIRCH CLUMP B & B 6` HT. CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE GOJ 17 JUNIPERUS VIRGINIANA `GREY OWL`GREY OWL JUNIPER #5 CONT. 4` O.C. 18-24" SPRD TCA 6 THUJA OCCIDENTALIS `TECHNY`TECHNY ARBORVITAE #5 CONT. 5` O.C. 48" HT MIN DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE BLC 27 ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM IROQUOIS BEAUTY BLACK CHOKEBERRY #5 CONT. 4` O.C. CAV 9 VIBURNUM TRILOBUM `BAILEY COMPACT`COMPACT AMERICAN VIBURNUM #5 CONT. LLA 14 RHODODENDRON X `LILAC LIGHTS`LILAC LIGHTS AZALEA #2 CONT. 3` O.C. 18" HT MIN RGD 16 CORNUS ALBA SIBIRICA `RED GNOME`RED GNOME DOGWOOD #5 CONT. 4` O.C. 18" HT MIN PLANT SCHEDULE- SITE PLANTINGS GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING SPACING KRG 21 CALAMAGROSTIS BRACHYTRICHA KOREAN FEATHER REED GRASS #1 CONT 24" O.C. 24" o.c. LMG 47 ALCHEMILLA X `GOLD STRIKE`GOLD STRIKE LADY`S MANTLE #1 CONT 20" O.C. 20" o.c. SDO 26 HEMEROCALLIS X `STELLA DE ORO`STELLA DE ORO DAYLILY #1 CONT 18" O.C. 18" o.c. WLC 33 NEPETA X FAASSENII `WALKER`S LOW`WALKER`S LOW CATMINT #1 CONT 30" OC 30" o.c. LANDSCAPE LEGEND EXISTING TREE (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) NOT USED DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH MAINTENANCE STRIP (SEE DETAIL) (TYP.) SOD (TYP.) EDGER SEPARATING MULCH TYPES EXISTING TREE (TYP.) ROCK MULCH, 4" DEPTH APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) A B C D E F G H I J This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Jin Fang\beehive - lakeville, mn\3 Design\CAD\plansheets\L1-LANDSCAPE PLAN.dwg July 20, 2018 - 2:03pmBYREVISIONSNo.DATE1CITY COMMENTS06/21/18 MCB2ADDITIONAL CITY COMMENTS07/20/18 MCBPREPARED FORLANDSCAPE PLANL100BEEHIVE HOMESOF LAKEVILLEJHF INVESTMENTS, LLCLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLAXX/XX/XXXXXXXXXDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT1609740005/21/2018AS SHOWNRAHRAHRAH1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13. WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH, UNLESS NOTED OTHERWISE. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS, UNLESS NOTED OTHERWISE. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED BLACK, OR APPROVED EQUAL. ROCK MULCH TO BE RIVER ROCK, 1 1/2" TO 3" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18. EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24. INFILTRATION BASIN NOTE: PROVIDE AND INSTALL EROSION CONTROL BLANKET AT RAIN GARDEN AREA SIDE SLOPES AFTER ALL PLANTING HAVE BEEN INSTALLED. BLANKET TO BE ONE SEASON GEOJUTE, MN/DOT CATEGORY 2 (STRAW 1S, WOOD FIBER 1S), OR APPROVED EQUAL. BLANKET TO BE OVERLAPPED BY 4" AND ANCHORED BY SOD STAPLES. PLACE BLANKET PERPENDICULAR TO THE SLOPE. TRENCH IN EDGES OF BLANKET AREA TO PREVENT UNDER MINING. PROVIDE SILT FENCE AT TOP OF SLOPE AS NEEDED. SHREDDED HARDWOOD MULCH TO MATCH OTHER PROJECT PLANTING MULCH. PLACE 4" DEPTH OF MULCH AT ALL PLANTING AND EROSION CONTROL BLANKET AREA (NO FILTER FABRIC). SEE SECTION A-A ON GRADING PLAN FOR FURTHER INFORMATION. INFILTRATION BASIN TO PROVIDE PROPER INFILTRATION AND DRAINAGE REQUIREMENTS PER ENGINEERS APPROVAL. LANDSCAPE NOTES REQUIRED LANDSCAPING SHALL INCLUDE PLANTINGS AT THE PERIMETER, OFF STREET PARKING LANDSCAPING, AND INTERIOR LANDSCAPE PLANTINGS. ALL GROUND AREA UNDER THE BUILDING ROOF OVERHANG MUST BE TREATED WITH A DECORATIVE MULCH AND/ OR FOUNDATION PLANTING. OFF STREET PARKING AREAS A CONTINUOUS OPAQUE BARRIER WITH A MAXIMUM HEIGHT OF 36" SHALL BE PROVIDED ALONG THE PERIMETER ABUTTINH PUBLIC RIGHT OF WAY THAT CONSISTS OF PLANTINGS, HEDGES, DECORATIVE OR ORNAMENTAL FENCES, WALLS OR EARTH BERMS OR ANY COMBINATION THEREOF. LANDSCAPE REQUIREMENTS NORTH NOTE: THIS SCHEDULE DOES NOT INCLUDE PLUG PLANTINGS, SEE PLANT SCHEDULE- PLUGS ON SHEET L101. 3 - BFS 20 - IRN 3 - SBE 12 - OXE 33 - YRW 13 - YRW 27 - BLV 6 - CRG 15 - BLV 3 - BLV 21 - BLV 12 - CRG 13 - SWG 11 - BLV 13 - YRW 25 - OXE 10 - BLV 8 - IRN 20 - THG 21 - OXE 18 - BLV 19 - IRN 12 - CRG 12 - BLV 23 - BFS 25 - OXE 47 - BON 18 - SWG 10 - SBE 47 - BON 40 - JPW 14 - BLV 32 - JPW 16 - CRG 8 - OXE 12 - SBE 17 - YRW 16 - SWG 14 - CRG 13 - BLV 8 - THG 13 - OXE 23 - BLV 16 - YRW 9 - OXE 6 - SBE 8 - BFS 35 - IRN 8 - SWG 16 - YRW 35 - CRG 5 - BLV 11 - BLV 9 - CRG 3 - BLV 13 - SBE 31 - BLV 13 - SWG 15 - CRG 40 - BON 21 - SWG 31 - JPW 12 - OXE 5 - YRW 10 - BLV 14 - OXE GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING SPACING BFS 34 CAREX VULPINOIDEA BROWN FOX SEDGE FLAT 2" PLUGS 18" O.C. 18" o.c. BLV 227 VERBENA HASTATA BLUE VERVAIN FLAT 2" PLUGS 18" O.C. 18" o.c. BON 134 EUPATORIUM PERFOLIATUM BONESET FLAT 2" PLUGS 18" OC 18" o.c. CRG 107 SPARTINA PECTINATA PRAIRIE CORDGRASS FLAT 2" PLUGS 18" O.C. 18" o.c. IRN 82 VERNONIA FASCICULATA IRONWEED FLAT 2" PLUGS 18" O.C. 18" o.c. JPW 103 EUPATORIUM PURPUREUM SWEET JOE-PYE WEED FLAT 2" PLUGS 18" O.C. 18" o.c. OXE 114 HELIOPSIS HELIANTHOIDES OX-EYE SUNFLOWER FLAT 2" PLUGS 36" OC 36" o.c. SBE 44 RUDBECKIA SUBTOMENTOSA SWEET BLACK-EYED SUSAN FLAT 2" PLUGS 18" OC 18" o.c. SWG 89 PANICUM VIRGATUM SWITCHGRASS FLAT 2" PLUGS 18" OC 18" o.c. THG 28 DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS FLAT 2" PLUGS 18" O.C. 18" o.c. YRW 113 ACHILLEA MILLEFOLIUM COMMON YARROW FLAT 2" PLUGS 18" O.C. 18" o.c. PLANT SCHEDULE- PLUGS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Jin Fang\beehive - lakeville, mn\3 Design\CAD\plansheets\L1-LANDSCAPE PLAN.dwg July 20, 2018 - 1:50pmBYREVISIONSNo.DATE1CITY COMMENTS06/21/18 MCB2ADDITIONAL CITY COMMENTS07/20/18 MCBPREPARED FORLANDSCAPEENLARGEMENTL101BEEHIVE HOMESOF LAKEVILLEJHF INVESTMENTS, LLCLAKEVILLEMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT1609740005/21/2018AS SHOWNRAHRAHRAHNORTH DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLAXX/XX/XXXXXXXXX ...\A-4 EXTERIOR ELEVATIONS.dgn 6/20/2018 10:01:30 AMARCHITECTJOSHUA E HOWA5555306/21/2018 City of Lakeville Public Works – Engineering Division Memorandum To: Frank Dempsey, Associate Planner From: Christina Orlowsky, Civil Engineer McKenzie L. Cafferty, Environmental Resources Manager John Hennen, Parks and Recreation Director Copy: Zach Johnson, City Engineer Jerilyn Erickson, Finance Director Gene Abbott, Building Official Date: July 25, 2018 Subject: Heritage Commons 7th Addition • Final Plat Review • Grading and Erosion Control Plan Review • Utility Plan Review • Site Plan Review • Tree Preservation Plan Review BBAACCKKGGRROOUUNNDD JHF Investments, LLC has submitted a final plat named Heritage Commons 7th Addition and site plans to construct an assisted living center. The proposed development is located southeast of the Iberia Avenue and Heritage Drive intersection. The parent parcel consists of Outlot C, Heritage Commons (PID 223202500030). The parcel is zoned C-3, General Commercial District. The final plat consists of one (1) commercial lot within one (1) block and one (1) outlot on 1.17 acres. The outlot created with the final plat shall have the following use: Outlot A: Existing basin, floodplain and buffer; to be deeded to the City (0.21 acres) HHEERRIITTAAGGEE CCOOMMMMOONNSS 77TTHH AADDDDIITTIIOONN ––FFIINNAALL PPLLAATT JJUULLYY 2255,, 22001188 PPAAGGEE 22 OOFF 77 The proposed plat will be completed by: Developer: JHF Investments, LLC Engineer: Kimley-Horn and Associates, Inc. SSIITTEE CCOONNDDIITTIIOONNSS The Heritage Commons 7th Addition site primarily contains undeveloped land. An existing shared access driveway is located in the southwest corner of the parcel within an existing private easement. South Creek and existing wetlands are located along the southeastern portion of the parcel. JHF Investments, LLC proposes to construct a 12,170 square foot building on Lot 1, Block 1 and a connection to the existing driveway off of Iberia Avenue. The driveway is a shared access for this parcel and the lot to the south (Lot 1, Block 2, Heritage Commons). A cross access easement is established over the existing driveway. The site plan includes the construction of a parking lot, a stormwater infiltration basin, private utilities, and retaining walls on Lot 1, Block 1. Retaining walls exceeding four feet in height require a separate building permit. The Developer shall enter into an Encroachment Agreement with the City for retaining walls located in drainage and utility easements prior to the recording of the final plat. EEAASSEEMMEENNTTSS Existing public drainage and utility easements within the parent parcel must be vacated with the final plat. The vacated easements will be reestablished on the Heritage Commons 7th Addition final plat. The existing private easement for driveway purposes (Doc. no. 1701499) will remain with the final plat for cross access between Lot 1, Block 1, Heritage Commons 7th Addition and the parcel to the south, Lot 1, Block 2, Heritage Commons. SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT Iberia Avenue Heritage Commons 7th Addition is located east of and adjacent to Iberia Avenue, a minor collector roadway as identified in the City’s Transportation Plan. The right-of-way for Iberia Avenue was dedicated with the Heritage Commons final plat; no additional right-of-way is required with the final plat. Heritage Drive Heritage Commons 7th Addition is located south of and adjacent to Heritage Drive, a minor collector roadway as identified in the City’s Transportation Plan. The right-of-way for Heritage Drive was dedicated with the Heritage Commons final plat; no additional right-of-way is required with the final plat. HHEERRIITTAAGGEE CCOOMMMMOONNSS 77TTHH AADDDDIITTIIOONN ––FFIINNAALL PPLLAATT JJUULLYY 2255,, 22001188 PPAAGGEE 33 OOFF 77 CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress shall be restricted to a single entrance from the existing driveway off of Iberia Avenue. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS The park dedication fee has been collected on the parent parcel and will not be required with the final plat. Existing sidewalks are located along Iberia Avenue and Heritage Drive adjacent to the plat. The Developer proposes to extend private sidewalks to connect to the public sidewalk with the proposed improvements. The Developer shall maintain the private sidewalk to be partially located within the right-of-way. UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR Heritage Commons 7th Addition is located within subdistrict ML-70050 of the Lake Marion sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed to the MCES Farmington Interceptor and continue to the Empire Wastewater Treatment Facility. An existing 8-inch sanitary sewer service extends into the existing driveway in the southwest portion of the parcel. Development of Heritage Commons 7th Addition includes the connection of a 6-inch sanitary sewer service to the existing 8-inch sanitary sewer with a cleanout to provide service to Lot 1, Block 1, Heritage Commons 7th Addition. A security of $10,000.00 will be required with the final plat for the proposed sanitary sewer service and restoration of the shared driveway. The Developer shall maintain access to the adjacent US Bank at all times during the sanitary sewer construction. The Sanitary Sewer Area Charge has been collected and will not be required with the building permit application. Final sewer service connection locations and sizes will be reviewed by City staff with the final construction plans. WWAATTEERRMMAAIINN An existing 8-inch watermain service extends into the existing driveway in the southwest portion of the parcel. Development of Heritage Commons 7th Addition includes the connection of a 6-inch watermain service to the existing 8-inch sanitary sewer with a reducer to provide service to Lot 1, Block 1, Heritage Commons 7th Addition. A security of $1,000.00 will be collected for the proposed watermain service connection prior to the issuance of a building permit. The Developer shall sign a private utility access and maintenance agreement for the utilities located in the shared driveway prior to recording of the final plat. HHEERRIITTAAGGEE CCOOMMMMOONNSS 77TTHH AADDDDIITTIIOONN ––FFIINNAALL PPLLAATT JJUULLYY 2255,, 22001188 PPAAGGEE 44 OOFF 77 Final water service connection locations and sizes will be reviewed by City staff with the final construction plans. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG The parent parcel is located within subdistrict SC-53 of the South Creek drainage district, as identified in the City’s Water Resources Management Plan. Development of Heritage Commons 7th Addition will include the construction of one privately owned and maintained stormwater infiltration basin. The private stormwater basin will be located within Lot 1, Block 1, Heritage Commons 7th Addition. The Developer shall sign a private maintenance agreement for the stormwater basin and dedicate a drainage and utility easement over the stormwater management area prior to the recording of the final plat. The infiltration basin will provide water quality treatment, volume reduction and rate control of the stormwater runoff generated from the proposed site improvements. Stormwater basin designs must be reviewed by the City and be consistent with City requirements prior to approval of construction plans. The final grading plan must indicate any proposed borrow areas in which the building footings will be placed on fill material. The grading specifications must indicate that all embankments meet FHA/HUD 79G specifications. A final certificate of occupancy shall not be issued until an as-built certified grading plan has been submitted and approved by the City Engineer. The proposed site plan and improvements contain more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA and prior to the issuance of a building permit. SSTTOORRMM SSEEWWEERR Privately owned and maintained storm sewer will be constructed with Heritage Commons 7th Addition. Private storm sewer constructed within Lot 1, Block 1, Heritage Commons 7th Addition will convey runoff to a privately owned and maintained stormwater infiltration basin. The privately owned and maintained stormwater basin will outlet to the existing City storm sewer system along Heritage Drive. A security of $2,500.00 will be collected for the proposed storm sewer connection and replacement of public sidewalk with the final plat. The Trunk Storm Sewer Area Charge has been collected on the parent parcel and will not be required with the final plat. HHEERRIITTAAGGEE CCOOMMMMOONNSS 77TTHH AADDDDIITTIIOONN ––FFIINNAALL PPLLAATT JJUULLYY 2255,, 22001188 PPAAGGEE 55 OOFF 77 The Developer will receive a credit to the Trunk Storm Sewer Area Charge for deeding Outlot A to the City, consistent with City policy. The credit is based on the area of Outlot A at the rate of $5,500 per acre. The credit will be applied to the final plat cash fees. (0.21 acres) x $5,500/acre = $1,155.00 Total Area of Outlot A Per Acre Credit Total FEMA FLOODPLAIN ANALYSIS Heritage Commons 7th Addition is shown on the Flood Insurance Rate Map (FIRM) as Zone X and Zone AE, per the revised FIRM No. 27037C0213E dated February 4, 2016. Flood Zone AE is contained within Outlot A to be deeded to the City. WWEETTLLAANNDDSS There are no wetlands on the site. The creek and wetlands are on the adjacent property to the northeast. TTRREEEE PPRREESSEERRVVAATTIIOONN A tree inventory was completed for the site. The plan identifies four trees to be saved in the proposed outlot. Outlot A 1 Outlot @ $1,000.00 each = $1,000.00 Total = $1,000.00 EERROOSSIIOONN CCOONNTTRROOLL The Developer is responsible for obtaining a MPCA Construction Permit for the site as well as developing a SWPPP for the site prior to construction. The permit requires that all erosion and sediment BMPs be clearly outlined in a SWPPP. Changes made throughout construction must be documented in the SWPPP. All slopes adjacent to wetlands must have erosion control blanket installed and be seeded with a native seed mix. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and maintained by the Developer. SSEECCUURRIITTIIEESS The Developer shall provide a Letter of Credit as security for the Developer-installed improvements relating to Heritage Commons 7th Addition. CONSTRUCTION COSTS HHEERRIITTAAGGEE CCOOMMMMOONNSS 77TTHH AADDDDIITTIIOONN ––FFIINNAALL PPLLAATT JJUULLYY 2255,, 22001188 PPAAGGEE 66 OOFF 77 Connect to Existing Sanitary Sewer $10,000.00 Connect to Existing Watermain 1,000.00 Connect to Existing Storm Sewer and Public Sidewalk Patch 2,500.00 Stormwater infiltration basin 12,635.00 Erosion Control, Grading, Restoration and Grading Certification 8,225.00 SUBTOTAL - CONSTRUCTION COSTS $ 34,360.00 OTHER COSTS Developer’s Design (3.0%) $ 1,030.80 Developer’s Construction Survey (2.5%) 859.00 City’s Legal Expense (0.5%) 171.80 City Construction Observation (5.0%) 1,718.00 Developer’s Record Drawing (0.5%) 171.80 Wetland/Natural Area signs 450.00 Tree Preservation 1,000.00 Landscaping 20,000.00 Lot Corners 200.00 SUBTOTAL - OTHER COSTS $25,601.40 TOTAL PROJECT SECURITIES $ 59,961.40 The Developer shall post a security to ensure the final placement of iron monuments at property corners with the final plat. The security is $100.00 per lot and outlot for a total of $200.00. The City shall hold this security until the Developer’s land surveyor certifies that all irons have been placed following site grading. CCAASSHH FFEEEESS A cash fee for one-year of streetlight operating expenses shall be paid at the time of final plat approval and is calculated as follows: 71.54 lf x $0.2477/front foot/qtr. x 4 qtrs. = $70.88 Iberia Avenue Front Footage Streetlight Operating Fee Total A cash fee for the preparation of record construction drawings and for upgrading the City base map shall be paid at the time of final plat approval and is calculated as follows: 2 units x $90.00/unit = $180.00 Lots/Outlots City Base Map Updating Fee Total The Developer shall submit the final plat and construction drawings in an electronic format. The electronic format shall be either a .dwg file (AutoCAD) or a .dxf format. A cash fee for one-year of the Environmental Resources Fee shall be paid at the time of final plat approval and is calculated as follows: HHEERRIITTAAGGEE CCOOMMMMOONNSS 77TTHH AADDDDIITTIIOONN ––FFIINNAALL PPLLAATT JJUULLYY 2255,, 22001188 PPAAGGEE 77 OOFF 77 0.96 acres x 4.20 x $10.42/unit/qtr. x 4 qtrs. = $168.05 Lot 1, Block 1 Heritage Commons 7th Addition Commercial/Industrial Residential Equivalent Utility Factor Environmental Resources Fee Total The Developer shall also pay a cash fee for City Engineering Administration. The fee for City Engineering Administration will be based on three percent (3.00%) of the estimated construction costs, or $1,030.80. CASH REQUIREMENTS Streetlight Operating Fee $70.88 City Base Map Updating Fee 180.00 Environmental Resources Fee 168.05 City Engineering Administration (3.00%) 1,030.80 TOTAL CASH REQUIREMENTS $1,449.73 CREDITS TO THE CASH REQUIREMENTS WITH FINAL PLAT Outlot A (deeded to City) (Trunk Storm Sewer) $ 1,155.00 SUBTOTAL- CREDITS TO CASH REQUIREMENT TOTAL CASH REQUIREMENTS WITH FINAL PLAT = $ 1,155.00 = $ 294.73 RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the final plat, grading and erosion control plan, utility plan and tree preservation plan for Heritage Commons 7th Addition, subject to the requirements within this report.