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Home My WebLink AboutAttachments reducedx P R I H G apartments LAND USE REQUEST Continental 483 Fund LLC ("Continental") formally requests consideration of a Zoning District Amendment as well as a Preliminary Plat/PUD application for its proposed Springs at Lake Elmo (the "Springs") from the City of Lake Elmo. The proposed site for the Springs apartment community is generally located west of Keats Avenue on the north side of Hudson Boulevard, as shown on the enclosed site plan. Continental proposes an up-scale, market-rate apartment community on the 20.36- acre site (17.01 acres excluding right of way), see enclosed Density Exhibit. The Springs includes 300 homes within 15 residential buildings. The NUMBER OF buildings will offer a townhouse design featuring two stories with HOME TYPE HOMES private, ground-level entrances to each unit. Residents will have a STUDIO 30 choice between attached, direct-access garages, detached garages 1-BEDROOM 120 and ample surface parking to best fit their needs. There will be a mix 2-BEDROOM 120 of studio, 1-bedroom, 2-bedroom, and 3-bedroom units, as broken down in the chart to the right. 3-BEDROOM 30 The proposed land use is consistent with the 2040 Comprehensive Plan Future Land Use designation of Mixed Use-Commercial (MU-C). The subject site requires a rezoning from Rural Development Transitional (RT) to Urban High Density Planned Unit Development (HDR-PUD). The Future Land Use designation of MU-C allows for residential densities up to 15 units per acre; with greater densities allowed through the PUD process. Continental's request proposes a density of 14.73 du/acre gross and 14.91 du/acre net(excluding preserved wetland area). The existing RT district zoning is an interim holding zone. Rezoning to HDR is required for the proposed density and a PUD is necessary to have more than one principal building per parcel of land. Continental's proposal meets or exceeds the criteria of the base HDR zoning district, with the exception of the interior corner building setback and the size of the detached garages (see Dimensional Standards on page 4). Additionally, the Springs will be a high-quality apartment community that is compatible in architecture and scale to existing land uses. Continental would like the opportunity to provide a unique, upscale rental housing option in this very fitting location to support Lake Elmo's growth. 2040 Future Land Use O LOR V-MDR®Closed LandN1 AP MDR _V-HDR -Insblutwnal PAD -HDR _V-MU _Park RSF ®MU-BP LB -PSP ®RSFS -MU-C -BP ROW ®GC 0 V-LDR -C MUSA 2040(Revised) 1 W134 N8675 Executive Parkway • Menomonee Falls,WI S30S1-3310 • Telephone:262.So2.SSoo • Facsimile:262.So2.SS22 P R I H G apartments Continental has reached a private agreement with the current land owner to design and construct June Avenue North.The new connector road will be complete prior to completion of the Springs community. The City of Lake Elmo has determined the necessary width of the June Avenue right of way is to be 100' instead of the originally planned 80'. Continental agrees to dedicate a 10' strip along June Ave. to achieve the 100' right of way width however, a reduced setback on that frontage is needed in order to accommodate the City's requirement for the additional right of way area. Continental has received approval for a partial fill of the existing wetland from the Valley Branch Watershed District.The project has gone through a number of site plan revisions in order to minimize the impact to the wetland. However, a portion of the wetland will need to be impacted in order to provide the multiuse bituminous trail required by the City.The existing wetland is approximately 0.4 acres and the remaining area after the impact is 0.24 acres.A 25' minimum wetland buffer will be maintained around the remaining portion of the wetland, apart from the required trail on the south side along Hudson Blvd. The proposed Springs community is anticipated to break ground in late summer of 2019, pending municipal approvals. Construction is to be completed in a single phase with each building gaining occupancy in sequential order starting with the Clubhouse. All public improvements will occur with initial sitework early in the project. Occupancy of the Clubhouse is expected in Spring of 2020,with the residential buildings coming online every 2-3 weeks thereafter and final completion of the community to be achieved by late summer of 2021. Along with the submitted site plan, elevations, sign package and associated documents,the following is a list of the project standards to be considered as a part of the PUD: • Architectural Standards: o Maximum 2 stories or 35'to top of roof peak o Minimum 25' principal building separation o Exterior Materials: ■ Mix of stone masonry and fiber cement siding on all four facades of the primary buildings. ■ The percentage of each material will be provided as shown in the enclosed elevations. DIN • ' o f A f 4 W134 N8675 Executive Parkway • Menomonee Falls,WI 53051-3310 Telephone:262.502.5500 Facsimile:262.502.5522 P R I H G apartments o Resident amenities to include: ■ Minimum 4,000 sf clubhouse ■ Pool with outdoor seating ■ Grill area ■ Fitness center ■ Pet playground ■ Car care center with ■ Pet Spa • Signage: 0 3 illuminated clubhouse tower building signs ■ Maximum of 20 SF each 0 1 illuminated double faced monument sign with electronic reader board ■ Sign to be setback from property line a minimum of 5' ■ Gross sign area may be 60 SF per side maximum (sign area plus electronic reader board) ■ Maximum 12'tall from adjacent grade • Accessory Structures: o The design and construction of any garage, carport, or storage building shall be similar to or compatible with the design and construction of the main building.The exterior building materials, roof style, and colors shall be similar to and compatible with the main building. o The structure shall meet the required yard setbacks for a principal structures. o Detached garages shall not exceed 3,000 square feet at ground floor level and shall not exceed a height of 22 feet. • Overall Parking Standards: o Parking will meet the City Ordinance. 3 W134 N8675 Executive Parkway • Menomonee Falls,WI S30SI-3310 • Telephone:262.502.5500 Facsimile:z6z.5oz•SSzz P R I H G apartments • Dimensional Standards: ZONING CODE COMPARISON URBAN HDR PROPOSED SPRINGS ZONING DISTRICT DEVELOPMENT MINIMUM LOT AREA 1,800 sf/ unit 17.01 acres (2,469 sf/unit) OPEN SPACE REQUIREMENT 200 sf/ unit 830 sf/ unit (251,449 sf = 5.772 ac) BUILDING SETBACK- FRONT (Hudson 20' 20' Blvd) BUILDING SETBACK- REAR 20' 20' BUILDING SETBACK- CORNER SIDE 15' 10' (June Ave N) BUILDING SETBACK- INTERIOR SIDE 10, 10, BUILDING HEIGHT stories n/a - 50' 2 stories - 32' BUILDING HEIGHT-CLUBHOUSE 50' 32' LOT COVERAGE 75% 66% (489,765 sf= 11.243 ac) DENSITY 7.5 du/ac - 15.0 du/ac 14.91 du/ac (net) 14.73 du/ac (gross) BUILDING SEPARATION N/A 30' min. PARKING 1.75 spaces / unit 1.75 spaces / unit GARAGE PARKING N/A 163 spaces (.54/ unit) DETACHED STRUCTURES Max. 1,000 SF 3,000 SF LANDSCAPING 154.258 of Zoning Meets Code LIGHTING 150.035 - 150.038 of Meets Zoning Code 4 W134 N8675 Executive Parkway • Menomonee Falls,WI 53051-3310 • Telephone:262.502.5500 • Facsimile:262.502.5522 0 LEGEND PROPERTY BOUNDARY I � UNDISTURBED WETLAND I % ------ DISTURBED WETLAND RIGHT OF WAY I PULTE TRACT 22.30 ACRES +/- (Includes 5th St ROW& 1/2 of June ave ROW) GROSS SITE CALCULATION MULTIFAMLY AREA 16.77 ACRES WETLAND AREA(UNDISTURBED) 0.24ACRES HUDSON BLVD R.O.W, 2.23 ACRES rui URL ROAL)R.O.W. 1.12 ACRES TOTAL AREA 20.36 ACRES 1 M4 1 R' I GROSS DENSITY 1473 DU/ACRE I NET SITE CALCULATION MULTIFAMILY AREA 16.77 ACRES WETLAND AREA'(UNDISTURBED) 0.00ACRES HUDSON BLVD R.O.W. 2.23 ACRES Q FUTURE ROAD R O.W. 1.12 ACRES o i ITOTALAREA 20-12 ACRESLL m o z NET DENSITY 14.91 DU/ACRE W 'NOT INCLUDING UNDISTURBED WETLANDS v z < � 2 z I z M I I 04 MULTIFAMILY ° U to PROPERTY Ln 17.01 ACRES* m p N CV o � V jr 200.00, - I i I � I / z , ------- --— 0 a Ln 1085.68' i HUDSON BLVD N -- -- - -- ----- --————— —-------------- w a N ~ a � W u d z m 4 J Z W v W O � Y w � 5 o Q _ NORTH SHEET 0 75 150 300 EX-DENSITY 4/15/2019 Washington County Property Viewer Washingtoll aign in ourity Property Viewer (Mai L ] MT 7 L T- U E Q -1 L 1i = 19 \J L LAGS X KWm F FlIADSON BLVD N 0 0 La HUDSON R 10 cj U maps.co.washington.mn.us/propertyviewer/ 1/1 4/15/2019 Washington County Property Viewer XM asbini;tom Sign in ounty -- Property Viewer g3� 612 -- �� 9586 _ 602 gi 19 "a 677 Q� BO O 9594 ° Volay�� 96D� 5 R W 597 C ! 6.91 y$6 -3VQy g62A ~rah{ G x � �g� 583 9623 9g3G = if 00 5i1 550 5 oy`O phi SY.53e 55� c' n 6` c Q c Ly; a� g 19 ,t 7-- 5 ST N ' L f�G a -Y - -�-- -�--_-- -- HUDSON BLVD N A.M" S AVF.N_T_�A!94 RAMP TO WOODBURY DR RAN 9470 9fuW maps.co.washington.mn.us/propertyviewer/ 1/1 Washington County, MN • ' E \', \ , H �� IL ,,M �� ,a„5,• 1 r Jul, January 24, 2019 1:4,000 0 187.5 375 750 ft 0 55 110 220 m 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. Sambatek www.sambatek.com 12800 Whitewater Drive,Suite 300 \ Minnetonka,MN 55343 \ \ � 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Erwironmental \\ \\ \902 2 Client CONTINENTAL 483 FUND LLC W 134 N8675 EXECUTIVE PARKWAY STNSTR MENOMONEE FALLS,WI 53051 \ Project = SPRINGS AT LAKE ELMO LTE Location \ _` FLOPM I LAKE ELMO, dPL�, ET DEVELO ME M .. N N ESOTA / I 9955 HUDSON BOULEVARD NORTH L f I I Certification o �`X \ V 4 — j — \ (-- f ' Summary \ \ z Designed:EAV Drawn:CIL 4 Approved:EAV Book/Page: Phase:PRELIMINARY Initial issue:4/12/2019 12.85 AC Z Revision History/ No.Date By Submittal/Revision ^. 4/12/2019 CITY SUBMITTAL — C O O 5/1/2019 CITY PRELIMINARY RESUBMITTAL 0 00 \\ / 114 - Sheet Title iff �9TM OVERALL DEVELOPMENT PLAN Sheet No. Revision NORTH C2.06 o too zoo SCALE IN FEET Project No. 21654 MZV01,3019 10:02a.Uu,:mla..nL:\PRo,ES\30355\GD\CMRE.hlbl[\39355D.I.Prvp.nl.,Exhiblt.dw I __ " o--O-o-o-o--o o--o-o _ H _ _ H h ° G ° _ 9' _ r Sambat& I °° °o v� 11 9 �ibll 9' �.+ 9' WW. b v- 1.1 9 9 w ry am ° 01 01 °4 0B D O1 RI8 n DB 04- 1280 White ester Dri et 1,110, °°°° 763.476.8532�farsimle 763.476. - ° Engineering I Surveying I Planning I Environmental I I B20 620E 20E ; 09 m ° 620 LAG 1 A I I I LDG 46 DG DIG 8 ®A DIG 1 A FFE=1003.00 A I Client FE=1006.65 9 FFE=1006.35 FFE=1004.85 A 9 °°� FFE=1003.00 GFE=1002.67 FE=100 . GFE=1006.02 A GFE-1004.52 GFE=1002.67 ° ° m I I CONTINENTAL I'I 08 B E oa° - ° ° ° °o 04 ° � 08°° O8 483 FUND LLC Cui ,. BLDG 96 ° m ° A FFE=1003.00 ° ° °°° _ 04°°° ° = o oa Co. o ° 02.67 0 22' W 134 N8675 EXECUTIVE PARKWAY os °° 1a B20E A 620E A o1 °p° _ ° ° ° ° ° Ds p 10 620E A ° B20E A MENOMONEE FALLS,WI 53051 14 } BLDG 6B BLDG 7B 09 `BLDG 1 DIG 1 I I F =1006. 0 F =1004. 0 FF =1002 5 F =1002. 0 N I 9 07 F =1005.77 F =1004. 7 =300 m =1002 I ° U Project SPRINGS AT I I w F 10 ti Ol O8 04 ®� Rq 01 09 ® 09 04 09 08 ® 08 04 �09 '➢ �± 0 1I1 Ir 4 w �18 °1 _ 05 Da - LAKE ELMO r10 \ ... 22' Do _ a Os o° G E 07 08 07 ° °° 6 ° 1. ° D 1 w ° °° 07 I r r I US 07 Q 7 FFE=1002.20 09 I Location o9 A 07 A GFE=1001.87. " B2 0 o ° ° BLDG 3A 7 A °5 D8 ° ,, LAKE ELMO, ® ° ° os A c °°o °°o FFE=1006.20 OE B2 F B of M I N N ESOTA °°° 09 oa I I GFE=1 05.8 04 G 2 BLD m. CLUBHOUSE ® to ♦ BLDG 14A I 9955 HUDSON BOULEVARD NORTH FFE=3005.47 FFE=1005.50 FFE=1001.75 I = 005.14 FE=10 18 FFE=1005.00 09 y TYr 001.42 l 9 q 10 I 09 �p 07 ° F BE I SOUTHEAST PARCEL DESCRIBED_ PER DOC. N0. 4041879 24 - i r i 11 a lrz ) --� 04 Ds ° y o / - - - - ° ° 1ti ° I 3970 29 2, a3 °DD6 /I- Certification ° 29 DSON BLVD N i, ° t 8 FU iU- 30 HU O 10 AL-4NIN C;,,vo,.z,.r L{.�-__�' I hereby certify that this plan,specification or 04 04 report was prepared by me or under my duet[ \O 07 08 O8 1 04 ° supervis on and that I am a duly tensed professional ENGINEER under the laws of the state / I \O 6 •9' ° JTT 9, E .,Minnesota. �A O \o ,yg o 918, B• j I la' 22' 24' \ P D i n, m°' E 4 -I -oc �-ae�° e of ° o ° °-- --------- - 4F' Erie A.Vogel a Registratio _ 4 Date:4/12/2019 / 7- 06 \----- If appli iIEb1. pra qu.8ned copy of this plan.-HIP.upon request at 5ambatek'B, Minnetonka,MN office. - '39C T {VARIA Lft> - - - - - - --- _-=1= Summary � �r r Designed:EAv Drawn:uL Approved:EAV Book/Page: LEGEND DEVELOPMENT SUMMARY DEVELOPMENT NOTES KEY NOTES Phase:PRELIMINARY Initial Issue:4/12/2019 PROPOSED EXISTING AREA OA BUILDING,STOOPS,STAIRS SEE ARCHITECTURAL PLANS Revision History 1. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. PROPERTY LIMIT STANDARD DUTY GROSS SITE AREA 741,2145E 17.02 AC OB TRASH/RECYCLING PICKUPAREA-SEEARCHITERURAL PLANS No.Date By Submittal/Revision CURB&GUTTER - ASPHALT PAVING 2. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED. 4/12/2019 CITY SUBMITTAL EASEMENT ------ ------ BUILDING INFORMATION QUANTITY HEIGHT ©MAIL KIOSK-SEE ARCHITECTURAL PLANS 5/1/m19 CITY PRELIMINARY B20E(20 DU/BUILDING) 15 UNITS 2-STORY 35' CONCRETE PAVING 3. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT"GUTTER OUT"WHERE WATER RESUBMITTAL BUILDING TOTAL RESIDENT BUILDINGS 15 UNITS DRAINS AWAY FROM CURB.ALL OTHER AREAS SHALL BE CONSTRUCTED AS"GUTTER IN'CURB. RETAINING WALL o0000000a r e COORDINATE WITH GRADING CONTRACTOR. O POOL-SEE ARCHITECTURAL PLANS WETLAND LIMITS wL CONCRETE SIDEWALK GENERAL HOME MIX HOMES PERCENTAGE O STUDIO 30 10% 4. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. E MONUMENT SIGN-SEE ARCHITECTURAL PLANS TREELIKE 1-BEDROOM 120 40% SAWCUT LINE - - - ARCHITECTURAL 2-BEDROOM 120 40% 5. ALL PARKING STALLS TO BE TIN WIDTH AND I8'IN LENGTH UNLESS OTHERWISE INDICATED. O VEHICLE GATE-SEE ARCHITECTURAL PLANS SIGN T CONCRETE 3-BEDROOM 30 10% TOTAL HOMES 300 100% 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF O TRANSFORMER-LOCATION TED PIPE BOLLARD Q EXILOCATIONS.T PORCHES,RAMPS,PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE NUMBER OF PARKING ZONING OH CHAIN LINK FENCE-SEE ARCHITECTURAL PLANS STALLS PER ROW ❑ra EXISTING ZONING RURAL DEVELOPMENT TRANSITIONAL PROPOSEDZONING URBAN HIGH-DENSITY PLANNED UNIT(HDR.PUD) 7, SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT O DECORATIVE WOODEN FENCE-SEE ARCHITECTURAL PLANS KEY NOTE O PARKING INFORMATION POLE O1 BITUMINOUS PATH Sheet Title DETAIL OXX GARAGE TOTALS: 8. REFER TO FINAL PLAT FOR LOT BOUNDARIES,LOT NUMBERS,LOT AREAS,AND LOT DIMENSIONS. DETAILS SITE PLAN CHAIN LINK FENCE o o NUMBER OF ATTACHED 120 GARAGES 9. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE DECORATIVE MAINTENANCE GARAGES 1 OF5%(1:20),EXCEPT AT CURB RAMPS(1:12),AND A MAXIMUM CROSS SLOPE OF 2.08%(1:48).THE Ol B-612 CONCRETE CURB AND GUTTER-SEE SHEET C9.01 WOODEN FENCE ° ° NUMBER OF STAND ALONE 42 GARAGES MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE 2,08% TOTALGARAGE 163 GARAGES (1:48).THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA 02 B-618 CONCRETE CURB AND GUTTER-SEE SHEET C9.01 AIR CONDITIONING ® ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS PAVEMENT.THE CONTRACTOR SHALL NOTIFY UNIT PARKING REQUIRED PER CODE 525 SPACES THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS 03 TAPERED CURB-SEE SHEET C9.01 SURFACE PARKING AMOUNT 3995PACES THE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR. TOTAL PARKING PROVIDED 5625PACES 10. "NO PARKING"SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. O4'SIDEWALK-SEE SHEET C9.01 UNIT PARKING RATIO 1.87 THE U'110Eutt DUALm uvEL O.THEOUALm I£VELWASDETERMBIED COVERED PARKING RATIO 0.29 OS 5'SIDEWALK-SEE SHEET C9.01 ACCORDING oFa <Ea-0 rl_oE'=A�oAAo�pEUN""R HEC LCrlgnaNppEPlmgNprE.lnlaq Sheet No. Revision rvGo A-ECONTRACTORAD/oR SUBCOmRACTORS SHALL DETERMINETHE EKACTwCATIONOFAL.LF NG CLUBHOUSE PARKING 175PACE5 06 STOP SIGN-SEE SHEET C9.01 Rl°DPNERTATEDNEFDRMINNE,DTAITHE C3 01 a nno COMMENCING rtaR CONTACTING uv RESOs4eliefoA nRvauo nu DAMMES,WHI H Mlour BE occsswuED BY `INCLUDED IN PARKING CALCS (24 ADA) s oR HER FAILUR ro ExnCTLV LOCATE AND PRESERVEANYAND au ununss lUNDERGROUNDANDOVERHEADI. WTHHNJII OR SHE SHALL NOTIFY THE ENGINEER WITH THE.-ION,IZE 07 ACCESSIBLE PARKING SIGN-SEE SHEET C9.01 :F THE CONTRACTOR ENCO'1E1 ANY G.1A N NORTH • PROVAL FROM THE PROJECT ENGINEER. caovEM THE ENrssNowu018N` u CONTRACTOR E'"ro RELOCATE ALL EXISTING UrITHOUTur s WHICH CONFLICT wne THE PROPOSED OS ACCESSIBLE PARKING STALL-SEE SHEET C9.01 0 50 100 09 VALLEY GUTTER-SEE SHEET C9.01 SCALE IN FEET Project NO. 21654 May D1,2CUB 1o.o2am Uur:mla..o L{PR.EC6t31614\CAD\CNlq heeIS\216.l{I1TF.HMg i LEGEND I PROPERTY BOUNDARY UNDISTURBED WETLAND / I -—_————— ——— DISTURBED WETLAND RIGHT OF WAY PULTE TRACT I 22.30 ACRES +/- I (Includes 5th St ROW& 1/2 of June ave ROW) I GROSS SITE CALCULATION p I I MULTIFAMLY AREA 16.77 ACRES ff WETLAND AREA 0.24 ACRES HUDSON BLVD R.O.W, 2.23 ACRES FUI URE ROAD H.O.W. 1.12 ACRES TOTAL AREA 20.36 ACRES 1 M4 16' I GROSS DENSITY 1473 DU/ACRE NET SITE CALCULATION MULTIFAMILY AREA 16.77 ACRES I-)WETLAND AREA 0.00 ACRES HUDSON BLVD R O W 2.23 ACRES FUTURE ROAD R.O.W. 1.12 ACRES 0 Q I T AL AREA 0-12 ACRES D LL m o z NET DENSITY' 14.91 DU/ACRE W 'NOT INCLUDING UNDISTURBED WETLANDS c1 z < � 2 z I z M cJ MULTIFAMILY ° I � U to PROPERTY Ln 17.01 ACRES± � p N � A o 200.00, - I1 � I I r s I / z i 1085.68' =--- — �� 9 z I HUDSON BLVD N I � -- - ----- -� -- -i---------- 4 Q n d o W u � Y 06 O o z m q J W Z e w O 5 o Q _ E NORTH SHEET 0 75 150 300 EX-DENSITY Sambatek www,sambatek.com 12800 whiteweter Drive,SuHe 300 Preliminary Site Development Plans Ml3.46,65MN85343 BENCHMARKS 783A78.0010telephone BENCHMARK Bl=MNDOT DIsc"82B2 AX"-Elev=93B.31 763.478,85921eeelmlle Located at NE quad.of Int.Hwy.94 A Keats Ave. Engineerlog I Survayhlp IPlanning I Eralrmtmental BENCHMARK R2=TNH-ELEV=1001.01 South property line of subject property @ midpoint of line. Client f o r CONTINENTAL 483 FUND LLC sat Lake Elmo W134 EXECUTIVE PARKWAY SpringMENOMONEMONEE FALLS,WI 53051 Lake Elmo, Minnesota Project SPRINGS AT LAKE ELMO Presented by: Continental Properties Location LAKE ELMO, MINNESOTA 9955 HUDSON BOULEVARD NORTH Certification —SHEET INDEX I hereby certify that this plan,specification or 1D report was prepared by me or under my direct SHEET DESCRIPTION soPe'rsron andthatlamadulvneensed woresslonal ENONEER under the laws of the state C1.01 TITLE SHEET or Minnesota. _t C2.01 ALTA SURVEY r� C2.02 FINAL PIAT(1 OF 2) C2.03 FINAL PLAT(2 OF 2) Eric A.Vogel C2.04 EXSTING CONDITIONS R.ghtratio a 4 pate:./12/2019 C2.05 DEMOLITION PLAN If appllc tcL us mre wet slgnedcopy ofth[s plan wm is rvapaWaup�nrequest at sambateXS, C3,01 SITE PLAN Mlnnetonita,MNealce. Ca.o1 GRADING PLAN 19 CONSULTANT CONTACT LIST: Summary C5.01 EROSION CONTROL PHASE I CIVIL ENGINEER cs.02 EROSION CONTROL PHASEII Designed:FAv Drawn:CA DEVELOPER/OWNER SAMBATEK C5.03 EROSION CONTROL NOTES AND DETAILS Approved:EAv Book/Page: CONTINENTAL 493 FUND LLC 12800 WHITEWATER DRIVE,SUITE 300 Phase:PREUMINARY Initial lssue:4/t2/2Bie W134 IN EXECUTIVE PARKWAY MINNETONKA,MN 55343 cc.o1 SANITARY SEWER AND WATERMAIN PLAN 94 MENOMONEE FALLS,WI 53051 TEL763-476-6010 06.02 STORM SEWER PLAN Revision History TEL262-653-9352 FAX763A76-8532 C9.01 DETAILS No.Date By Submittal/Revision CONTACT:GWYN WHEELER CONTACT:ERICVOGEL,PE 1TE 4/12 2ai9 CRYSUBMITFAL L1.01 LANDSCAPE PLAN �p O� 1.1.02 SHRUB PLAN WEST O� 11.03 SHRUB PLAN EAST COMMERCE D L1.04 LANDSCAPE NOTE AND DETAILS ARCHITECT SURVEYOR 1.1.05 TREE INVENTORY KHALER SLATER SAMBATEK 111 W WISCONSIN AVE JL2800 WHITEWATER DRIVE,SUITE 300 MILWAUKEE,WI 53203 MINNETONKA,MN 55343 TAMARACK RD TEL414-373-2000 TEL763-476-6010 FAX 414-272-2001 FAX 753-476-8532 CONTACT:DENNIS POHLMAN CONTACT:CRAIG JOHNSON,15 Sheet Title GOVERNING SPECIFICATIONS TITLE SHEET CITY OF LAKE ELMO ENGINEERING DESIGN STANDARDS(MARCH 2O17) CITY ENGINEER'SA55CICIATION OF MINNESOTA STANDARD SPECIFICATIONS(2013) LANDSCAPE ARCHITECT MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION(2016 EDITION) GEOTECHNICAL SAMBATEK PROFESSIONAL SERVICE INDUSTRIES,INC. 12800 WHITEWATER DRIVE,SUITE 300 2915 WATERS ROAD,SUITE 112 MINNETONKA,MN 55343 VICINITY MAP EAGAN,MN 55121 TEL 763-476-6010 TEL651-646-8148 FAX763-476-8532 NO SCALE Sheet No. Revision CONTACT:J05EPH ROZMIAREK CONTACT:WILLIAM DELANEY,FLA C1.01 Project No. 21654 r.r.n,mfa.s:tpm-u�,:dnryl:VaarnNvssatuoklw�snanNlss.cl.tnuena _ I \ / / / ••+" -/ \ 14-029'2�1-43-0003 t jI I I / ®LEGEND f I! I i // /J r ) l—_� \\\ �� "DPSELLAKSS IEELMuCIF / \\ 444 \ I\�\11 t _-99g --- / If�l ff l ks NUMENT / amba�ek FOUND CAST IRON 4 + a MONUMENT \ www.sembatek.com FOUNDRIGH7-OF-WAY \ - OMONUMENT \�`+\ \ ¢i`. \—�� // I 12e00 whlmwBler DFIYD,sDlm 300 SETMONUMENT - 1 T 6 \ l I -` 0 MARKED Ls 43933 -> j '�'} § Y \ \\ \ r-:',. ^J/ f I f ! f f ! ! \ \1 1 I / I / / _f I MlnnetDRMR,MN 55343 I II Ir I J \ \ —— ! I I I / 9B1"- 783.476.6010 felephona aG GATE VALVE/HYDRANT 1 I 1 I I I I s \ \ — 1 I I //f 1 ! fI / / / / / 11 763.476.8532 facsimile m®SANITARY MANHOLE {{ 1 '�- c.- J / I I ! 1 ! 1 / r ! f J 1 / O CLEAN OUT -I`♦ I rtU14�-�.,�'� - \`` \ \ \ \�` l`_EDGE OF �� f �} 14 I— a��' ! f 1 /r —— 1 ! ! ! 1 l / I ! ! 11 f / / / /+ EngleeednA f Surve7ing I Planning I ElNlenmenlel STORM MANHOLE q-- Ill\ I I II I IV/ .Lx 1 / / \ 1\ \ \ \ CONCRETE `/ I I I J I f r I / J I / ® STORM CATCH BASIN , t \/ `1 J III II� I / "' \ —J I` 1/// ll/ TRE�I ! 1 ! I / // r — J �j Client TR RED END SECTION RI L E n7rq" / Q TRANSFORMER iiJ �f / \ \ \ \\ \ ♦ 1 1�/ 1 f 1'! 'I f f 1 / / /r / ,¢L LIGHT Me III ail II� dl � I �� I / , / .IpFp- ,_—_ � \ \ I I 1\ ( � i' T / / / /J CONTINENTAL Ci GUYANCHOR \ ♦ ♦ \\ I/I/ \ \\\ 1 1 I ! I ! 1 �] / / f ` / y 483FUNDLLC ij UTILITY POLE RE-11318.62-_ I Il w I I'qP SN ff / / �m'A'l _ _._...-.._ \ \ \ v. \1 �� J♦�� ` /I/1 E �, 1 J( 1 I I I I I I / / N, 1 o1YJ `I (11 I 110 7.1(gP.) ! \ \`. �_ \� 1 f 1\ J I 1 I I OOUNUARYLINE IE-967.98(N) .n1 I ♦� r \ ♦ \ / CON f` + +I 1a�j RIGHT-OF-WAY LINE IE-987.88(S) I II IE+ -_r�-pER♦qN / / r / \ \ \\ \��DRIP DN / � UNDERLYING/0.DDlCEPoT LOT fE=967.92(E,WJ�I�III 1! `may 1 I I 1 1 \ \ \ / f+I f I f 1 I 'fa'PvQ stir I + / / / / tom-— \ \ / I--�. If / y� W134 N6675 EXECUTIVE PARKWAY LA�L.L7 TIE LINE II ! \ 88 J f \ \ \ as48 ♦ \ 1,( r 11 f ! II- J IE-B 8.36 / / i \ / y ♦ /IrRR / / 11 I I I ! I I I O SECTION LINE ` _{,•/ / / / ! I I // / MENOMONEE FALLS,WI 53051 (100.00) DEED DISTANCE $za4 II II I I! f /I 1 IPER Q`LAN I / / / III GUARD POST 2So IIf IIfII III \\\ \ +y�. , Y/ }t µV /Af.{7�/-IOUNDAl10P1 a SIGN f I I III V I' �I I 1 I 6_I <J , f ,`I✓ rJ /2052 / \ ® GASMETER �Fl��aLLll�y Iflf1 if Ij I GAS MANHOLE EOCE OF GRAYEL�r ® ELEProject CTRIC MANHOLE ® ELECO,ICMETFR � I SPRINGS AT m TELEPHONE PEDESTAL _Jill If II an CABLETVBOI( !1 Ifl1ll 9 I i I J / J f / / /I — - , 1 "\ l $ j 1 I I I 1 j I I / :-= LAKE ELMO ® COMMUNICATIONS MANHOLE !I I! If I I l I I \ J/ / \v 1 �, �- ' I _I RLS REGISTEREDLANDSURVEYOR / I \\\ I / 1 y / / 1 ! / / \ `may. \� i�°0gI/ ]R34, RE-1014.47- II I IIIII III ll J •,p f / J` II I ', FD FOUND IE-B88.b0 �ff11U III la �" -t--,9-- _ORMYGF f/)h(TY EA r 1 -- -I-- WATERMAIN ,E- Il�yyi�) 1 rI11 17 , _ 4a((-' I I / II -"� -�- PpL: I 77F;/ —P— SANITARY SEWER IE=9BB,d$(E,1�I I e 11_ I 12'DIP 1 I —a/— USTORMERGROUR II fill L I i005. T0, ) ky- -IR— UNDERGROUND ELECTRIC 11 111 S' �I'tA —ur— UNDERGROUNDTELEPHONE 11J�t� I I J } I ` Location ---W---• UNDERGROUND GAS JI111 !!!+(/I / 11 IIpF-9Be.Ss7eDQl\ I I I I ! I �` 1 I g /t / ` _ tN •�1 1 1a-"ELIDE OF / a' /ss —a— OVER HEAD ELECTRICAL WIRE 11 !II1op 4 II ```PU,N F I I I I + I \\ \ \�/ ! / �" \ -=®6E-AFM sa Y 1� ♦ 11 B-$F, / / \ �,y�♦ �♦ , LAKE ELMO, 1 y FOUNDAIIA 4 pY , —to— FIBER OPTIC Jlllf IIIIJII I� ! ENNRONMENLICI A� tl 1 • \ 11NE�,1RALlEL�Ylllil �1 t\ \ -` MINNESOTA —D— CHAIN LINK FENCE JII I! II+ II I I i 1 15 ,�``l 1 I I I 1 ! / } ! \\ �--- / / / // I / /�' /r 1 Fl�LOCA7Ed-1 as / / p / rs4,t �LINEbF TLFE —— WOOD FENCE I I / ! / / ti——— •+ / dP /- �yG�� ' asw t asa2 / 4 $ I `93 L 'eb ',QF SW 1 %— WIRE FENCE �Ij IIII'g {al �/ / / — / / / s ' R / / ' I ,,� 9955 HUDSON BOULEVARD NORTH / `-SOUTHEAST P CEL DEG;q BED, Illf / / I J \� / / / / \ / � \ 1 I 1 DECIDUODSTREE I "1 1 / / _Q9994'18E8OmDiir�Ase Ni / " - / 1 / / / 3g4 -- \ 1 / PFR Doc.Nu 4041979 za 1 II I / / / / yE)P DOG A52 [98/017�j7 y p 1)4 D2B-29-2i- DDO6' �I! I14 / / / 3a3 / CONCRETESURFA� NB97B77]',�C I J( I t t 1 `p / / / / /I/ \/ / / a 119R 1 ® WELL 4GA0 II I I / / / / / / / / `�I 1 1 �.� / 9730 HUOSON`$�tyY-D N J 1 3 RE=IO11,2,♦I {}`t !I If 1 I J ds // / / / / / I//i / N L1NE.AA[tCEL 2BC/ �y/ / / / $ \� ICI / f \ ALVAN CHIIDRFR LLC / F:I IE=097.7i E) Il `j I. `� o/ MEODT ROW P,�7.F70.D2-•'7 / I I o-xea \1 \ ddd I F; �i I ¢� IE-98S7 I, vlm`t�mz- f / / / r I F J d'DOG.N0,42BG92,648628. I / / \` 1 1 I r • a- I�gg+Lbe / y♦ �`C om�Cti / / ' I F f 3e78D36(11d)(11n 11)/ ` - EDGE F GRAVE! \ 1 EAST l THE SE COR a l _Faa -- - `-- --- ''°-`-- `--- / AI Certification I I v �. - a 4 J____- -� :0 RLa 43933 �1 213 / NOa'g63J � z -- surf. --��o..ladR��oog- Itw`mpg T�_i - 4 0 �--r---_� -+ 1 -- / Bz�a y w ^��' \, _ '<tIUDS�N BLI�p N \ \y \ `.aJa �y RE=•1DIL37--'' CDRNER,SE,/•k FEG 34 + I ' PUg1C RIGHT OF 1VAY YAfiIABLE YAD)k EDGE OF \ t;I �- r ,,.�/,� ( ) %`eITUHNDus I I`:J. ,11 sE CDR of sw 1/4 IF 99&e2(E,W) I ', OF SE 1/O SEC.34�♦ I �`• 5 L1NEr SE 1/4,SECL$4 ` ` 7NH 11-IOM.01 t� _ "TABLE A" NOTES SURJECT PROPERTY 1. l2w>umery,nn,sPrt-wa weProtx,eysumtt,rrwnmenly or the Wmessbthemmor Oatwero lauwl du,I,D Iho l�N wmk,�,d set prpperrymtnr proPmetl D¢sdptbn monuments,ar wltnm,mmtlx<wner,at lhelaalbawhere rlxrcdW nlePpearmbe airy eddensdan onNUng moumenL (ej Ao,mment Llnlling RlgMol Way Faw Kdated 111119,200;reraldIdIA41113,2011 Due No.3172091;(do,mloMr Wootpmperey) 1 The pmp<rrydaes rwlhawan.slgned address. - TFat pwtolthesouthwest quazb,OI1he5wlhmslOualla,,Ser1Wn N,TowmNp 29,pa,yw 1L Washbgtan C¢umy,Mlnresma dmrribed a.}ollawl: <ommendngatthe fail restmnxr owner, of tesoub tno.,lo¢ 11,1 Quatxr6feet NaN00 degrees lKmhmtes3lsantao EnLaaumodheming, A No'RI-1 1Farnsslgn57 A6rmment lrom RP Pank'4t2wlh Americas dOoror NpeRna(Northpme.ica)br.,d.redlapmry],2013 rwor,bQ Summary 3 Lilo aub)ec,pmpertyllm WthM Hood Plata cone%-'3vea Or Ml,dmaf Fbad waard',awwdrM to MMn pas nAM Map Na.27163[024SE dated L312010. along tbwnllne of aid Southwnt ryxr.r of the s¢utheulquatmr,adhtal,cedB2.B6bnl mlho nrlh line of Parrel29Ca1 MNnewm Depxlmant of Apr1110,201s,auacFp nm1g57f andL./JrRs mYJM➢ro➢erlYdbnYelNndwelAereA>reotsbwn) 4. ThaVassarna lnl1matrwaFsubketpaperLV17.0159 Awes.7 ,214 Square het Tramportatlon RlgMol Way plat Na.B]-03;M,e,pe NorU,e9 deg�eesteml,wNs 27 sl�onds EastaNl,g laldntNlln,a dhWne o140.p0 to,hepolnlof beglnNng; (g) Agreement a,dA<Xnow:edgemem,between ep HpelNea lNorth Amnd,al lnn.Op[IryoTlabflmo,and U.S.Home Carpaalloq dsledlune lS,MIQ Designed:EAv DraWn:UL l=NanhW4,Uma m minuets 3lseaads last,,&dthloe of SIMS fa Llhanet No,1h49 degmee 40 minates S4 umMs 8 La dblanw.117R9.16 Foot to the wca,deit Arly 2g,2016,as Coc,No,10768p5.(Don me of/.n m6J.srp.opertyf S. The vmlNaLelNLLshown antM gmphkal poe,lonoleW mrvey. oast lineolpld Somhwesl Ww.r oflhe5outheasl Oua,ter;thene5aulhODdegrees0l mliwlm l9 mmndsweshale,MlaldeaH llnnadbtana o1428.ID lmltoa Approved:EAv Book/Page: print ab7.8fret norlhof tw.Dlhm.mrnral mid 5ou,hwestOuarteral lha'S.nIh ltba be;dal-110,s9depem 54mhmles lgxsamlal'lesl,p,hdlata In.Easomene for power line pv,pomr ee contained Intro ldloWry: PhaSe:PRELIMINARY Initial kS lu.;411V;lm9 6b,The zoning lnbrmagon Ms Fiat been pmvlded by Ya,lent, the south lin of said swtha�t Wa-t,,.1hn$.. urO.umler,a dlslanw o12ali Taal;lher<e South(0 day-0lhalmsLes l3 Oad>_'t'Pa Ill Wthe eta, (A) nrel Fro...,r Ih,1 April 13,owe,I,m.knodhands.at page a;an3(Qoa,not XrtsubJrvl popedy) 7a,Tham.'wW1101%,anHxluhest t, linof laid S"Unwa an"all 11-Soulhea<gpartonech,t W173.2I Feet-alda lhllneo�Parcel]9C;ffe Sauthg5degme,temNulesn.¢mnds Recision History ] prop¢ry West,a long mW north lno,a dNtanoe of]ORs,n bet m Floe lout,et M1¢glnnln& le] An"Inallt AswmpOondFawmenq Liam%GEL Energy ra.,m xmlhen,statn pvwe,Company,detetl F<brw,y7,200;re,oNed Mar,M1q]0g1, )d TM<habulltlYMfaundatlanon the wb)ectPmpenymslwwrlondrbnenHMeQ. aoFiot.tp311S752.(A((h➢roperty-noeaumenlsmdapftton,urveYl No.Date By Submittal/Revision 7c.Thweamnbulldl,BJorla Wm..¢sure onsubkU paperty.Thebuldl,xfoundalbnas shawgare at pound level, The blbwbgswles carespmd tithe mfereiro numbrrslisld In 5dieduFo R,Sectbn2of be UUemmmOment' 15.TermsaM<ondltlnns at rke perglan andWelverA memos dated Se lentber4,]013,erordetl Se no moment.ee drolrt,n.u„ey) 8 4 P Member l2,mn3 as Dar.Ha 306POIs.(Pffmlrpmperly- 411272019 CITY SUBMITTAL 8. NUWa su ..94 banre,olaer>wd In He pros fcwduct;,sg the Rld-Fla.Jwn hereon, ][.The,iJHtmemclandmmdnlaln tempvraryon lanBadlddng Trunk MgNxry]]and lmetsta.Wghway9a,end also HmnatlOns en xaseWuld h!gMray,as A WWII NTt 00-Too ntataed ar•haws In the roibwNp le.Terms aM mndillon,of lM Parallel,and.deer ApecmeW,dated f<ptanhe,4.2013 rem,ded5eptrmber 12,2013,as Doe Flo aeM.6.(gBaaf,pmpary- °. d111aA9 _""t,T" 9. Tlwre arcmpa,kingamxan4W sublaatpmpe,ly. m n0e Oooft to dradn'on survey) c, ATTORNLI- w/tars anrs ma.ilure wne mdivllun orpartywalh,NSlgnatedhy U,e clenl the)own on 0,e.urvry, (al R4hway Easem¢m,d.tedlanwryn,nv,,e+aded Fehruary10.1927,Ineook]]I OFOeeds,atpage 1;(finemeel don not eJA,ct,ubJ.rlp.apenyJ D,rerms a,d-oil lon,[W.On Ib,dmlre Gsamenl,dated se h Yen oosemen p'e9dmlllry pMpoam Nlwar of Oa TilYdmka Elme.as<Ontalned lnlhe PUNIC Oml,ago&UtYlry (bl Nlghway Eammen4 doled lamary 19,192T,reaorhdl�na a3,l92;In eok idol haedl,atpp206;(uxmaa Hors not olhsrsMp,IproprrtY-11p Preen et4.2013,eco,ded Seplembe,I2,1013n Fiat No.99Raa47.(AN rtrpmpalYandewemsnlNdepkladhorea,P 11.AGOPAerSwreanecall(GSOC]regiaalwnPlawdonl2fifi/colafermgnyaxaMmntMnMa,dostgnedssq[nrketxnJaaa0p2ea]hesu,wyotmab,no wllbbaWrinpR.O.W.j NORTH guarantees that thin o,deS.,d ullli sown hereantampao A urh aloof,In the nrea,ellhe,In servlm or ahanduotl.MilNymppUers aflm rill nt 18,Trams and mndillons,Inbtling en aasemeo br puhl,and dalnage pu,porm In lavaol the Ory of late Dmo,as mntaNed In Me PuxW outage&uliltry respond to these re quests In the hid hot mayprodde maps,plan,,and drawNn In an,of physlcD blmbn.ULIIINIWOrmaOon shvan ha,eon b amm"WOO f (r)NnalcwlWrmeWthe sated MWnesOla,re,wde0AIN1130.1959.in Rook 220aF Deeds,al pa�lL(r4,emmt dwsnar vfhmeulhttvmpMY fh,wghFp Gsament.dated September 0,2013 me,rded s.p[emher l2,]013n Oac.Yo.396e048.(Dan nafoded lvhh,IpropMY) 0 60 120 Me pm,4dad nap lnlwmallon aid those al,ble utiolbtand mmknd u1if,Uesa6kh were lwaeed during lheswvey MIS wale.Th.wlrwya Far-drea not elllag R.FFwJ oast that Li undaTolld Ifil ill,shown harm,11,In Da Irish-FanasiMiodadafti lhryare lmaled.....O,clyas lo.11bae loom-a 9.hb 19.T,m I,1 mndirbn W,dintim,honxnl For p,W,,,nd Aa:n,,,paposos In lava of the Ohol lie Elra,u,4nwNed In the PYNlc thaleop and Utolly NbImMNn.Th.m .ya has not ph,AeaIIF..tad Ihud1a,pouMullotles.Pu.....t to MS216A,mbct6opbr State asa Oallat 1--al) to a,w (d)IAiroxmta Dep.doInt OT111pam0eal afpt0 orway Plat oI.& amaded odreh 22.1113-Dm.No.429592;(➢(fMapmperlyandhdaplmdhe1m) Fmemoa,drted9epb,mber-,2013neorded8eparIll12,2013,of 0ar.u,.S-Ina.(II-, SCALE IN FEET e+rarapan, (IWartunty Fall to it,stale of Mlnnesala,ra,wded lepbmhar 30,190,as Fiat.Flo,4 99Dm ,,oa,Panty 290 La the¢love night FWay Piat No.82-03; 20.Terms and ooediAl-lodudinganea+enwnt br HrenF p.,poses In savor Wlhe Ony of Lake EImo,as mnMlnd lathe oe,mane.PUNic lace[Fa seam 11 Tl,e remesof.dpknn,land awrew.-ding to lh.onoe.,aun"ta II ds are thaws ontlx r-y. (danoor egr.'OFAotpmpMy) Ap rheot,..,tied rtavem .,2o14,a,Fla,,No,4.,7 .(Does not offers aapj.. apany) 14.Tlx d-,to lot nmrml I-ItIll 1-111010 kel to SM St.N.&%eels Av. (N Final ontil(ale by tin%rate of Mlnresmy.era,dad M-A37,In',nsDoe.N,54881E Ialqui,ing Pa rtel"C M the above kill of Way FI1L No.°x 43k and 2 Terms and mntl:llans,InludingaMornnls far danorq...I allilariaw e,In farm oHhe CHy of take lon.asmnmined In tM Oalmge and!Wait Enwment 16.Tlxrelsneestdeneof,,w,toanhmwlral w1,bullQingmnsin,tioaa.bulNlA3arNllbma'la"'"d1ntWporessoltpndorlN,Vat, l,lwo,k IRA W.Mea-Onon,uaoy) ] ,poem-or,o rdedNovemba10,2DW, Got.H,40on03.(poe+nor flrr+uAJeepmps,ly) / 1st �/ 1�11 Sheet Title (N mlmfarm Deed,lam the 5tateal Mlnremla,mtrw CUy of Lake Hmo,daeedxmemWr1320F3 rewrQe,l lbmmber 30,2g]3,as Dot.Na,392541E(R.O.W. 22,Termsan0 mndiei,ns,l,Yludn&•n eaumm,br ull'irypu,pases inhwrof We[IryofLako 11 al roma_med In tti Ulil:ty Fasnmml,,emrdod November 20, VICINITY MAP 17.Na rla„gesl,sUmldahlofwaysara popos¢dyer CilV OFlake Flmo eay.There lsno ohservalb eviden,e afrecentshee,orsldewalkmnsuur8m«opatr, Nos ehowa oaawmV) 2014,'s Me Ha 4,u�waluao ant d,,Wo.,a Foawn-frlh wiNb prapoad RIZ-4 ALTA NSPS J TMm well wathnd delbxalbn m larl aMelned In the prn ftardotao,the fWld ok.s.esorvey,ft,a Lotto by Me Dep Arn-OF Ne Navy,dated 12.PosemaUor.al10ofA minml,and mineral 00b,1.On,-I loll of Da Soalhwest,lon leraf 5ec1bn 34,as.s rd In de loiNaabp ;I.Tramsantl wndilions of the Memorandum,olunde,standiny,h¢Iween U.S.I I...Ow,,,,,U ,and UPSJa4 Elmo,LLC,dated 0d,inor 3,2014.which is .lauary e,m19,",no.Mvw2-na59amTW,the wadand. bloated Ly With—Imd, wrd,al.the gepmtmenl of 0,Mary......nth Nn ,erar.d,andofAI lotion of Den M6hb by l lake EhoD,m4rerwd•dNo...her]0,]Bee�n-Na 4e07AM,wM1hh,elen tau Id Memorandum of degnaad lotion peruW[etas.Apxmllhomthe tlepe,tm¢ntdOw Navynluarle olwlnedpbrma,ryfilla dadprig oflMwelNnd. la)WnNed Wananh Deed,on.the mde,al Farrn MoHlaac cmporanaq al grantor,to LYwrcrco F¢Nenand MarleA Fehlws,xgmnxes,dared NovomWra, undesllandolil(M4tttpro➢erty-na eoremennrodrplrt a„N„•ey), LAND TITLE ]939,resardad Noreen hn 21,1919,In look vas of har&,a1 page 632;lad Idnnnm afJe-l*o,ph,a.ty) ]9,the.bNaMail po.eeasemenlsand...h.des dttlosed blhe p,ovldedtltedo,umenls andlorabserved durll,g the O¢Itl wo,X O,al appmrmh¢nent and/or ogee[ l4�PwFlble"",hp at U,e landwltl,Neparmlb A,sou,jam saldoolh is des,a lathe Wananty haedrem,d-Q Sepember 22.]015,as Doe.No.9w1R79. ]lRH STREETN the suhje,txopertymesMvm hereon. Ihl Qdttblm Dead,frmnita hderol Fa,m Mortgage Cmporatloq to rrw United soles oranedra,dmed5eplemherA l95i.rcmrQad November 2;1957,1 The)ea¢fde,ttlplfon papwed bysomWlefS shown as➢raporodonfA4 sumeyl,andyuous rq aM cams ropups arare.bp+MtA rge.awR.a.l p4reef4r 10-ASamWNk Pmfenlopat Dub,Iltylmeanrx cmRllram eflauranewlllWprwldedapan rnquesl Rmk209 of 0ea,bel pogo 493.(DoesnatafJed slm)etlpropertpJ des,Nwd In Ind dxumenl. Q SURVEY 12.Teas and onndltlon,ImawRw aneasemenl to,plpellm pwpm¢s contalnd In tla folWwNp u la)Men of Way Canvrysa N M cam enor of Standard Oil F,re,-,&dpogult N,194E Fa ISlof Deeds,at page 210,(arnome —CERTIFICATION STI4 STREET SURVEY NOTES aJfatt,ublimprgcertY) pnN dose)augurt 7,t9n TO Gall 4R3 wad uy 0p5-lab Flino.Llf,a Mlnresala nmiledllalprl•mmpanyand H,stnme.kan Tnae lmpmnm Nmpa,ry: p illD k, mlOF2,lg1(dofWaa.rean,iandarpOil Coah,aw,toTheAme,FanOlColIMM,datedFietem 31,1D®,recordedJahal25.196LInBoo1,736 �Ns111oa,111yOatUihmaporplatand,1,enrvwdanwhlrhlrkW,edvrctemaQnNOFm,danovdU,the2616MLNmumStandardDelallgequ0emenUlo, SITE Sheet No. Revision L Refwenlog Tula Lbmnduamt No.R-3-bonE,all Deremher 17,201R,Flat-1c.n Tile lmuraao Comp,W. ° NNSPS hand Tllle SOrxyr,Nburyenabllslwd wW adopted by RLTAand NSPS,and lndudns items 1,2,3,1,5,8(biz(a41(b](1),7(cl e,9,tar v,t3 w,1A 17, (c)PmUal Relmseof NBhtofWay Eoroayenm,doled Mays,1972,recorded Mey 9,19]2,as Doe Hw 298638;(daesnot�su0feapmpertyj 18,19.and 20 of Table AlMreW.Tha held work was ranpkle,lon 0]/2U2019. l fiebmringsYslemhbasedan,his WnsN„gmn Coullymartllmteny,Yen,NAw3(19R6aDest4 Witllan assumed WmbgafSwt1,00 Baled try,lath dryol MxcM1,2019 INTHWY94 ��Y®� dope.01 ndmles]i alb,West brthe east 1..1 Soutlw J I Ohler of the Sentlwxr quartat,-1,3a,-hip 29,RmMe In. (d)quit CIA.Deed,F�an Amato Oil Lbmpalry,1.the Stale of Nor, al.dared at loop 25,im,mmrded tmmhar 29,1963.as Doe.No.45746%(das,oe firer sMnla prop A Samb.10,Inc. 2 )heverticaltlalumNbaudon RENCNMARg11 =MNOOTO.TGx- 8282A%•-EIeu=93R.31 N.T.S. looted at NE quad.of let.IIW.94&K.t,Aw. M1NR%Ox= TNH-E-1001Fi1 Ga'g El nt¢n,IS x South Properry Fne of sob)xtpropesly@mldpalMa111ne. M-n,relote Lk¢ru.1. 11a.44530 Project No. 21654 Iohrmn�samhalek.,am Apr,z msv.r.xosm.,BnxnFrvgatvxostnAxscs4 mKnow,rorvrtwUlasam.mTup SPRINGS AT LAKE E LIB O Know all persons by these presents:That Contlnental483 Fund LLC,a Minnesota Ilmited liability company,owner,of the following described property situated In the County of Washrngton,State of Minnesota, CITY COUNCIL,Lake Elmo,Minnesota to wit This plat was approved by the City Council of lake Elmo,Minnesota,this day of ,20 ,and hereby certifies oompIlance with all requirements as set forth In the That part of the Southwest Quarter of the Southeast Quarter,Section 34,Township 29,Range 71,Washington County,Minnesota described as follows: Minnesota Statutes,Section 505.03,Suhdlvlsiori 2. Commencing at the southwest comer of said Southwest quarter of the Southeast Quarter;thence North 00 degrees 06 minutes 31 seconds Last,assumed bearing,along the west line of said Southwest Quarter of the Southeast Quarter,a distance of 82.96 feet to the north Iine of Parcet 29C of Minnesota Department of Transportation Right of Way Plat No.82-43;thence North 89 degrees 18 minutes 27 seconds East,along said north line,a distance of 40.0t/to the point of beginning;thence North 00 degrees 06 minutes 31 seconds East,a distance of 607.73 feet;thence North 89 Signed: Attest: degrees 40 minutes 54 seconds East,a distance of 1284.76 feet to the east line of said Southwest Quarter of the Southeast quarter;thence South 00 degrees 01 minutes 13 seconds West,along said Mayor Clerk east line,a distance of428.20 feet to a point 267.8 feet north of the southeast comer of sold Southwest Quarter of the Southeast Quarter,thence South 89 degrees 54 minutes 16 seconds West, parallel to the south line of said Southwest Quarter of the Southeast Quarter,a distance of 200.00 feet;thence South 00 degrees 01 minutes 13 seconds West,parallel to the east line of said Southwest quarter of the Southeast Quarter,a distance of 173.21 feet to said north line of Parcel 29C;thence South B9 degrees 18 minutes 27 seconds West,along said north line,a distance of 1D85.76 feet to the paint of beginning. COU NTV SURVEYOR,We shin gton County,M I n n esota Has caused the same to be surveyed and platted as SPRINGS AT LAKE ELMO and does hereby dedicate to the public for pub Ile use the public way,and the dralnage and utillty ea semants as aeated by this plat. Pursuant to Chapter 820,Laws of Minnesota,1911,and In accordance with Minnesota Statutes,Section 505.0 21,Su hd.11,this plat has been reviewed and approved this d-.y of z6 Inwrtness whereof said Continental 483 Fund Ltc,a Minnesota limited liability company,has caused these presents to be signed by its properofficer this day of_20 By By Washington County Surveyor Signed:Continental 483 Fund LLC,a Minnesota limited liability company By: ,its COUNTY AUDITOR/TREASURER,Washington County,Minnesota Pursuant to Mtnnssota Statutes,5ectfon 505,021,Subd.9 and Section 272.12,taxes payable in the year 20.on real estate heminhefone described,have been paid;and there are no delinquent taxes and STATE OF transfer has been entered,on this day of ,20 COUNTYOF The foregoing Instrument was acknowledged before me on this day of ,20 ,by by Sy Washington County Auditor/Treasurer Deputy of Continental 483 Fund ILC,a Minnesota limited liability company,on behalf of the company. COUNTY RECORDER,Washington County,Minnesota Document Number Notary Public, County,Minnesota Notary printed Name My Commission Expires I hereby certify that this Instrument was filed In the office ofthe County Recorder for record on lhis____,_dayof.,20 at o'clodt_M.and was duly recorded in Washington County Records. I Craig E.Johnson da hereby certify that this plat was prepared by me or under my direct supervlslon;that tam a duly Licensed Land Surveyor In the State of Minnesota;thatthis plat Is a correct representation BY By: of the boundary su way;that all mathematical data and labels are correctly designated on this plat;that all monuments depicted on this plat have been,or will be correctly set within one year;that all water Washington County Recorder Deputy boundaries and wetlands,as defined In Minnesota Statutes,Sectlon505.o1,5ubd.3,eAsting as of the date ulthis certificate are shown and labeled onthis Plat;and all public ways are shown and labeled on this plat. Dated this_day of.20 Craig E.Johnson,Licensed Land Surveyor, Minnesota License No.44530 STATE DP MINNESOTA COUNTY OF The foregoing Instrument was acknowledged before me on this day of r ,20 ,by Craig E.Johnson,a Licensed Land Surveyor. Notary Public, County,Minnesota Notary Printed Name My Commrssion Expires SAMBATEK,INC. ENGINEERING,PLANNING AND LAND SURVEYING SHEET 1 OF 2 SHEETS SPRINGS AT LAKE ELMO I I , ' I N89'40'54"£ 1284.76 —————— � tzya.7e I I "10.00 - I to I ♦�I � I I yl I � I � I � I I W I ��TT tlWl 1, I C4 9� N _.- JUNEAVENUE I # NORTH I r LOT 1 j 0 Iu S I n i I Ll ` I z I I I 'r I BLOCK 1ILL I ——————--——- ' ?I i - S89'54'18"w 200.00 LINE PARALLEL WHH THE SD.UBE or w e THE s C•� DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: INOTTOSCAW zwA/NAeE&uRurr a awwr ,�-rrR ooa Na,r&eeovr o I 1D '' N UNE,PARCEL 200, '�' NEA.LYD ., I LINE PARALLEL 1MTH THE ;? I Ne&'1a774" 1O u i i �•MHDOT ROW PLAT NO.81 43 o I Op+`- I r ! 1 DOG N0.42A592 S UNE THE BE COR ` 0 ♦ •+ +10.00 EAT OF _ --_ r I � I i- y�Sw 1/4 Q / To7s.7e _ ---- L_ 1 + �+♦ r --._I_�..._...-..-1_i_-----.r— —_ '--_--.....-------_-- --_--z ____---.-- --- •—_---__ FD RLS 43933 r F39RT3 •.- S89'18'27"W 1085.76 �* tiq yL I I INDI lTED,ANN WIDTH,LNG RI HT-oF-WISE INES,FRONT, ARAM ADJOINING SIDE Uro6,F0.0NT,REAR SLOE LOT LINES AS N00T76 J7 E'�'�' t��I U Zi IU I'S C`L_i Li i'i I I SHOWN ON THE PLAT. 82.86 + PUBLIC RIGHT OF WAY(VARIABLE WIDYH) ;7.7Y :.'�' V:'AT ;) uT i,l(1 St)1�1 SE ooR�Swl/4 `.! ,-sw CORNER.SE 1/4.SEC.34 — — ��••••—�— —— — — —— — — — —— —— .-s LINE,SE 1/4.SEC.34 — — — — OF SE 1 4.sEc VICINITY MAP —— SEC34 —— Q DENOTES 1f21NCH BY 141NCH IRON PIPE SET AND I MARKED BY LICENSE NO.44530. %I A I p I • DENOTES112 INCH OPEN END IRON MONUMENT ``ll FOUND UNLESS NOTED OTHERWISE. NORTH THE EAST LINE OF THE DF THE SW I/4 OF THE SE 11415 D 60 1LY LHUDSON9LVO.N. SITE— _ NDr i"SCALE ASSUMEDTO HAVE A BEARING OF NORTH 00 DEGREES SCALE IN FEET SECTION 34,TOWNSHIP 29 N,RANGE 2IW, SAMBATEK,INC. 10 MINUTES 13 SECONDS WEST. IINCH=120 FEET WASHINGTON COUNTY,MINNESOTA ENGINEERING,PLANNING AND LANDSURVEYING SHEET 2 OF 2 SHEETS r-aas--- I i�1� II �titi 1 '" ,i'/ ��--- -- ��`\\~\\ � /�— �`'�♦ \\ \) J I j r r/'�/I///��I//�f��^_eaa-_��/ / I � i/�/� "wWmambatok.e� I rill �--' — —� �_ , � 1 + + ( I r ► I (//� /(/r � r � / �— �' l / I 1 I ♦ / / �„;; — —�, — —,as, _ �' ! I�! / 12800wnKNWdroForlye shoe300 *t — si-D2e�zB \ Mlnneln tlm,MN 65343 f I \ � SS If= DPSELAKEELMDI(�IED t t � r � /� � � ` 1 763.476,6010t019phon0 �-—— I \ 1 \A\\\, \ \\ 1 ! J r / r r J 763,476.6532 facAlmllo EnglneOrlRglSunBylnA I Planning lFiMronmerRal ff 1 y�.�. �' ♦ \ �` / 1 J \ 1Nili—en-- / I iI Client I —r fff Ails- �� ___ ` —�\`�� _♦♦ \ a';; - �' I+ i Ilrf ! , I I �� /' — —"� �/ CONTINENTAL 1 I — / f+ 41 h+ ,o JI I I a---y r! i , I fir.` _w��\ /^ / I J r r r I! 483 FUND LLC CGNCAETE �./ / \ I 1 I, 1 ! ! I , J , I,I ' 1 r / / _ 1 1 a-- IIl' II I ! I r / ,N` — -` �• \ `'J W134 N8675 EXECUTIVE PARKWAY M[NOMONEE FALLS,WI53051 l.J I � / �` ` � � ♦ � \'�\ � -- .,.,,T�• \ ,1�,, \� t�+ , J I I t r r Litt i // , , , 1 ED\G OF 11 / t ( 8f3 �a 5T� r r / ,,am — --� \\♦ �_ — _�(�;\ t D RE.tm&Ba I� Ir I J LL,D T.,c�D.P.i ! / \ �_ EDCE GF�RF4 `, 4/✓ /0 / i + 1 T J 1 / / Fs� IFi•98T,B6(� , 1- R r y r /,� \ �• �.(�PLIM) Jl� I ! r I r ! i } Project / l I i f I ! I I I / / 1 SPRINGS AT III !f- iLl r •��a"�a�"'� I I I / / \ ♦�`-� ��—--` � `, , � / /� /J 1 ! I I I I � / � ,' s lIIIIIII� �� 1 r —.� � --- .-.,�— , �j, �r- LAKE ELM O s� III III 1 I 14 1 —loos, . � — 1 i= ��, r�r: 2G� F � IlfI+III!� I / / .` _ — r / !( I ► I I + I � / --� � EDGE OF GRAYFl�,__ I`� T,�TS ;/ a , y - f I I I i , I I + I 1 •-= 1flJiff! I1f �_ ly I 11 I I l 1 1 I ,/ lu location ,1l11( l_I g s / r r / I / ,`__ I r �,-'— \��J�lao9'� T I + + + ++ t \ t\ �\ } ;;; LAKE ELMO I b WEI1 I , l , I-019m8.86(q)i� -I- _�A^""_'£�4jl 1 5EL.A+T // I 1 + ((gj iii � u11A^Agl2 I.(,71) ,_ f .. —_ ~ r 1 _ M I N N ESOTA te-�eu I rr n II_ / -`y IzroIP I r / + I y 1 oca~ y o x_ ,:I j:~ j as '-) Illlfll IIIV�1005. I I , f �.� I 5 + 4 /�' ��raol- "ter y!i i ff rIf a c I 'IP I -r 9955 HUDSON BOULEVARD NORTH -VPER PL �I �� ED .dA /' -'EBGE-qF FLA NB �— ` t,83F. I `b, odY, t 1 `• ` DV,61E1TE�'DY'IWOLHAUD 1 t I. I \ �• LOE TAIL, r / °asrs / u ENE INEW I 1 11+I II } `ENRROIDCATEAL I 11NE'0F THE 51S-C t DIII 1 I I i t 15a `ti / d0 C a4s .Y SDER IWBT P1,RCEL DFSCRIBE�, r + it ! � I PER oOC.N4 4041878(24) _�APTA�R UIILTy�T527�A�T \ � � � ,ara / I/ _ -'�=�. �1 Certification 1 f / / / / dP l 3°91 ° aae , 97W HUDSON YD R29-21- S / / /I / /,4- �DOQ Na.7IV640N�7) \ / �,}7y,,�,,�I +C�J� J J 1$1IlhI I I I11 t // ' / l / / / / yT/ ALWN CHILL) LLC , Q Ar89784a77 yfI h 1+�l + / ////`f/ / / / / / i 1 /'Y' H UNE.PAgt L 29G/ / / / / 9 \� I~ yam ! i r 11 . `T1 RE�101 t.a dO�I(I�}`}I J+� ✓ ,b� f / / +/+ r MNDOT LwW'�A7_N0.92- ) I \ ' ' `,.T ) \ IF-99T.11 / DOC,NO 429587.G48B29, I 1 / / / / A ` i i / _EDGE F CirAVEL Q t n� s // c �Tai� n-ir/v l / J� f f/ I a976B3e(ttd)(n9 C�)l / \ / "�`_'OF sw,/s r LINE PARALLEL WITH THE / ' \` L I w i' { / EAST UNE OF THE SE CDR a l �m ✓ , - _ _ -__ tom_.-__. ,.--_- -�� _7t. 4 �� ---. J ____ -.L tF0 RL543933 I — 1YOea= Ba'r.?:.- aw Pool r —rms _ _ -�' _ - -- , - ��Q� gl ,. •\1 I ��4 1IN7� T OF V%1,6(�- 'rro UDSGNRIGHT OF YBL1�N"TM `\Eoce DF\ L:I_(a I`ll:. ��7 sE tx>,v of sw 1 4 ,-SW COMM BE1/4,SEC.34 N I t BITUNINOUs a' r• I I OF SE tf4,SE,:74-', Summary IE B968a ' ,�S LINE BE 1/4,SEC.34 ` Approthesignved: EV Drawn:a APProved:TAv Book/Pogo: Phese:PREUMMARY IRDi411Ssae:4112f201e Revision History ND.Dete By Submittal/Revision AAWA119 CITY SUBMITTAL ==SUBJECT PROPERTY MENOMONEE PROPERTY SUMMARY LEGEND •FOUND MONUMENT aGAS METER 1. SUBJECT PROPERTY IDENTIFICATION NUMBER IS 34029214$0003. FOUND CAST IRON a GAS MANHOLE That part ofthe Southwest Quarter ofthe Southeast Quarter,Section 34,Township 29,Range 21,Washington County,Minnesota MONUMENT ® ELECTNLCMANHOLE d°scrlbedasfollows: 2. THE GROSS AREA OF THESUB)ECf PROPERTY IS 17.0159 ACRES OR 7411214 SQUARE FEET. FOUNDRIGHT•OFFWAY 19 ELECTRIC METER MONUMENT M 7ELEPHONE PEDESTAL SETMO Commencing at the southwest corner of said Southwest quarter ofthe Southeast Quarter;thence North 00 degrees 06 minutes MARKED 11MENT OA OCIMM yBOX �MARKED l543933 ® TDMMUNICATIONS MANHOLE 31 seconds fast,assumed hearing,along the west Rne of saldSouthweet quarter of the Southeast Quarter,a distance of 32.96 feet to the north line of Parcel 29C of Minnesota Department olTranspottation Right olWay Plat No,92-43;thence North 89 SURVEY NOTES 1ta GAITARYTE AHYDRANT RD FOUND EREOLAND SURVEYOR degrees to mtnW-77 seconds East,along said north Rne,a dlstan.of MOD to the point of begin,ang;thence N.Us 00 degrees .SAIRTARY MANHOLE FD FOUNO Sheet Title 06 minutes 31 seconds East,a distance of 607,73 feet;thence North 39 degrees 40 rulnutes54 seconds East a distance of 1284.76 1, SURVEY COORDINATE BASIS:WASHINGTON COUNTY COORDINATE SYATEM NAD 83(19m) P.CLEAN OU7 —I— WATEOMAIN EXSTING reef tolhe east Rne of said Somhwest quarter of Nre Southeast Quarter,thence South 00 depAees OS minates l3 seconds Wesq OSTORM MANHOLE —I.— SANITARY SEWER along saldeasl llne,adistance of428.20 feet t°p point 2G7.8 feet north ofthe southeast cornerofsald5au[hwes[quarterafthe 2. FIELD WORK WAS COMPLETED ON D101J2019. ®�STORM CATCH BASIN —N----- STORM SEWER Southeast Quarter;thence South 89 degrees 94 minutes 16 soconds West parallel to the south line of said Southwest Quarter of 3. THE VERTICAL DATUM 15 BASED ON HAVD89. —EI FLARED ENO SECTION —tE— UHOERGROUNO ELECTRIC CONDITIONS the Southeast Quar,er,a distance of 200.0O facL'thence South 00 degrees Dl minutes 13 seconds West,pan Ifel to the east fine of TRANSFORMER —an-- UNOEAGROUND TELEPHONE said Southwest Quarter of the Southeast Quarter,a distance of 173.21 feet to said north fine of Parcel 29C;thence South 89 BENCHMARK p1=MNOOT DISC"8282 Alt"-ELEY=938.31, LIGHT —uo— UNOEROROUNOGAS degrees IS mGrv[es 27 seconds West,alongsald north line,a distance of 1085,76 Net W the point of beginning. LOCATED ATNEQUAD.OF,NT.HWY.94&KEATS AVE. eGUYANCHOR —Ke— OVERHEAD ELECTRICAL WIRE 11 UTILITY POLE —Fit---- FIBEROPTIC \s BOUNDARY LINE ---a— CHAIN LINK FENCE II BENCHMARK 92-TNH-ELEV=1001.01, RIGHT-OF-WAY LINE —n— WOOD FENCE 1 --- SOUTH PROPERTY LINE OF SUBJECT PROPERTY 9 MIDPOINT OF LINE, - — - UNDERLYING/ADJACENT LOT—><— WIRE FENCE L-/ Sheet No. Revision l.A_A_.kJ TIE LINE DECIDUOUS TREE SECTION LINE ° NORTH ��.®� CONCRETESURFACE I300.00) DEED DISTANCE -� WELL O 60 "_7D OO GUARD POST n SIGN SCALE IN FEET Project No. 21654 " yri�,:ss-�.p-e+eravrJ4y MgOnC1A1M5c,CAPKM1alSNSINlRM1CN4KNODwa - _T --7- -� ,Sambatek !I www.sumbetek.com 1 I I } I 3d•� �.•� %" - _ _ _.`\ ` ��` \ _._• 1 }} I 1 ' 1 !�/�+ ) 11 I / ! / i' ' / / !1 12800 wNlRwater Dare,suile 300 It IIt 6, I/I �""°• -- _ _ ----- \/ ' t 41P /I1 763.478 6010 telephone JI{/ 1 783.476.8532facsini {�} }I I I I I I i...�. I 1 r ,ma -'''r Y __ -�. `\ `-� \\ \.• ,'`' ___EDGE or __�.,Y;,...._/r r / En9inaBArR I SUIVByIRA I Plannlrq I EnMronmeRlal _CONCRETE r ) 1 / 1 I 1 ! 1 ! 1 r ,1 r 1 Client as \ t �� 4 ! I 1 r 1 f f r r X dI CONTINENTAL } 1 l�1}ii II �I � ( 1 �- I / r / Ida, ,•_ ___-•_\ �\ \ \ \\ , �`_ �;.+,\ \ \/rail ( \� �� 1\ � I l I } ( ! J r I 1 J r � , �� W l I} I} III ' III I } 1 r r f- ��-- \ \\ \. _..___. __ :'• �`�_J/� \ �_�� 11� 1 1 I I } I j I ► 1 // tl 483 FUND LLC III IIIt IJ R �_`EDGE�F AEES_.- f+w•;w \i 'ON 1 IE+HI 7.I('(,o P. I / ' ,ufi -r\\ \\\ \\ \ .(LIRIP LINE) - , , 'l `4\-i �) E }{} _IJ I-�'--1•.. _ _�ROr�QLANII , \ \ � '\\ o `C� f r I I I I ! / / / � W134 N8675 EXECUTIVE PARKWAY g) I t I s-- I 1 * / / r 1 I I 1 / I MENOMONEE FALLS,WI53051 � f. I w 411I It II I I h'-H PYq snip \ lllfI ill+ I it I ER999"AN / / \ .x.ti -/ �II Lr lr rF.UNDAdON ! 1I I I Iljj`IIII IJI/IJ1ir: 2052 ' f! } I ! Project 1 J i 1 } IIJ �1j11 l I I I I 1 • \__ i f II 11 VI I I f 1 ! / / / `-- - _- -_� \ �EOCE OF GRAVEL- it rC / ,a� } 4 } I f IIIJ�jllilli !� ` I / ! - r ,� �, } } ` ! SPRINGS AT LAKE ELMO Ile _ _- \\\ J .,,ass- , IJJJ III�J I Il l I ' r I ! / / \\ 1 / \\ - , -�- T - } } I I I 1 1 J�IJJJ I( + III } f r _ _ l �" ,rpp5' JfI�1JIl�lllli }, i 1 ! !! ! !! + I // f - _ - ,\ I 1 '/ \\��~- '`"_ '=wl` I I I i } l } 1 ��€€ I I! III I �. 1 � „>> ` ,V 1 1 I 1 ) L 1'. L N)II IIJ1IIIIIf lPs /IP' - _ ! �LhA1NbCE f!T lIY FAS£M[NT 1 \ I / r / \�_'.•�'r001.�� -�'/(�S 1 1 - ( ` aaa - , Location s) Ii I I_ / I} .. a-==--- Ro Nt, � or�'4 ra�r) ( I r \ —'epa_ �' -`; I ( , LAKE ELMO IIIf uI I I ITT�I r\12'DP�+NB `Wor-�' , `IE=100531 - _ r'S +") �» t s FD 1/IP —I\' ;l�L/2• ] k Ill rI I r - ER PLAN .�: J — M I N N ESOTA I T` II�+III�IYIIII- l 9955 HUDSON BOULEVARD NORTH �11111 till `' =P q� / `IiF EAm FLAG r n`ND-4 4 PI_AI�•� 4 J } ` \ ! 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NO. 429592. 548829. / \ i+�, r _..EDGE F GRAVEL. �o LINE PARALLEL N'ITIi 7FIE dMinnesola. 39%50 - ✓ - -- -_._' F SW THE SE 60R r •;--,I_�_._._ � / J�r Jf � 18(1Sd)(1�)( / �., y ._..\}.. � r+ 3 __%/___�..__,_.11.. _�as LINE OF �I f ltt _ __/ `\1 .� _ _,.&.�. ._._.�--- - -= '_-__ _.__. /.L..._.. -�- - --------.._._.�--•---- -*z�.-F.""- -_-- _-� FD Ij �43933 ._.___ _ _ .•_ -- a ! -fJ _ ..:, _p - -.Ya_'..�..p� -7+'•O - _.' _ -G-•�� _ - �._ — -cr_R-� =u�' v .r 1 ..... _.,.. ��'L- ,+ ',i__ �rIc A.Vogel 1 ;. E -- 'rTU�r.•�.�metro _- FB� � - / rvrp 14 -� - - _ ~„C ___._ ` <.-^�L__.� L= ._• �J.E.:::-"!''`�"-6==T"_=W--r...-_LpI�-=-T_•-u'' -::. I` :_. 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OF SE , SEC. 34 .'•'- t 'T - ` IIeslCr ed:FAY brawn:UL APP'vA:EAV Book/Page: LEGEND •DEMOLITION NOTES PIaSC:FREUMINMY IRR191 I5511e:4/llfll119 EXISTING 1. DEMOLITION NOTES ARE NOT COMPREHENSIVE.CONTRACTOR SHALL VISIT7HESITE PRIOR GAS METER p TO CONSTRUCTION TO OBTAIN A CLEAR UNDERSTANDING OFTHE INTENDED SCOPE OF 9. THE MAPPING LOCATION OF ALL EXISTING SEWERS,PIPING,AND UTILITIES SHOWN ARE NOT Revision History WORK. TO BE INTERPRETED AS THE EXACT LOCATION,OR AS THE ONLY OBSTACLES THAT MAY OCCUR HYDRANT 1+ ON THE SITE.VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY No.Date By Submittal/Revision UGHT - REMOVE TREE LINE 1 2. THE DESIGN SHOWN IS BASED ON ENGINEER'S U NDERSTANDING OF EXISTING CONDmONS, ANTICIPATED FEATURES.GIVE NonCETO ALL UTILITY COMPANIES REGARDING DESTRUCTION WW201e OTYSUOMMAL THE EXISTING CONDITIONS SHOWN ONTHLS PLAN ARE BASED UPON ALTA AND TOPOGRAPHIC AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH WORK. STORM SEWER ®--••--_pP••---••-•-{� REMOVE EXISTING UTILITY LINE •-�-/-��L- MAPPING PREPARED BY XXXX DATED XX-XX-XXXX.IF CONTRACTOR DOES NOTACCEPT UTILITIES DETERMINED TO BE ABANDONED SHALL BE REMOVED IF UNDER THE BUILDING EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION,ODNTRACIOR SHALL INCLUDING SO'BEYOND FOUNDATIONS. WATERMAiN w-•-_-.......,.---____¢ REMOVE EXIST CONCRETE CURB R�IarxlR - - HAVE MADE,AT OWN EXPENSE,A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR S0.ELECTRICAL,TELEPHONE,LADLE,WATER,FIBER OFTICCABLE AND/OR GAS LINES NEEDING TO SANITARYSEwER "6`- --� SAW CUT EXIST BITUMINOUS PAVEMENT .r r.x AND SUBMIT IT TO THE OWNER FOR REVIEW. / BE REM OVED OR RELOCATED SHALL BE OOORDINA7ED WITH TITS AFFECTED UTILITY OVERHEAD ELECTRIC -------sA-------- 3. THECONTRACTORLS RESPONSIBLE FOR DEMOLITION,REMOVAL,AND DISPOSING IN A COMPANY, ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE REMOVE EXISTING BITUMINOUS PAVEMENT LOCATION APPROVED BY ALL GOVERNING AUTHORITIES AND IN ACCORDANCE WITH COORDINATIONWITH THE UTILITY COMPANY 15 NECESSARY TO PROVIDE A SMOOTH UNDERGROUND TELEPHONE ---•---vr-------- APPLICABLE CODES,OF ALL STRUCTURES,PADS,WALLS,FLUMES,FOUNDATIONS,PARKING, TRANSITIONINUTILITYSERVICE.CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UNDERGROUND CABLE TV -----uc•-------- DRIVES,DRAINAGE STRUCTURES,UTILITIES,ETC,SUCH7HATTHE IMPROVEMENTS SHOWN UTILITIES WITLIIN THE ROAD RIGHT OF WAY DURING CONSTRUCTION. REMOVE EKISTINGCON[RETE PAVEMENT ON THE PLANS CAN BE CONSTRUCTED,ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT 11.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING,BARRkAOE$ UNDERGROUND ELECTRIC -----uE----- TO SUITABLE MATERIALAND BROUGHTTO GRADE WITH SUITABLE COMPACTED FILL UNDERGROUND GAS a-------- MATERIAL PER THE GEOTECRNICAL REPORT AND/OR GEOTECHNICAL ENGINEER. ENCLOSURES,ETC,TO THE BEST PRACTICES. REMOVE EXISTING BUILDING �[ / CHAINLINKFENCE ---o----o--o— 4. CLEARING AND GRUBBING:CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEDRIS FROM 12,CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES A7 ALL +++++++«++++++ THE SITE AND DISPOSING THE DEDRIS INA LAWFUL MANNER.CONTRACTORISRESPONSIBLE TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. Sheet Title STONE RETAINING WALL REMOVE EXISTING GRAVEL DRIVE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL, 13. PRIOR TO DEMOlRION OCNRRING,AIL EROSION CANTROLOEVI[ES ARETO BE INSTALLED DEMOLITION SPRINKLERiIEAD rasr G. CONTRACTOR RESPONSIBLE FORTHE DISCONNECTION OF UTILITYSERVICE5T0IXLSfING AND APPROVED BY THE LOCAL AUTHORITY. REMOVE EXISTING LANDSCAPING SPRINKLER VALVE Psv BUILDINGS PRIOR to DEMOLITION OF THE BUILDINGS. 14. CONTRACTOR SHALL LIMIT SAW-CUT&PAVEMENT REMOVALTO ONLY THOSE AREAS WHERE PLAN EDGE OF TREES REMOVE EXISTING TREE [ y�( 7, CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITYCOMPANIES PRIOR TO REMOVAL IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGES TREESISHRUBS OCY +'•/• AND/OR RELOCATION OF UTILITIES.CONTRACTOR SHALL COORDINATE WITH UTILITY INCURREDON ANY OF THE SURROUNDING PAVEMENT,ETC.THE CONTRACTOR$I FALL BE REMOVE EXISTING COMPANIES CONCERNING PORTIONS OF WORK WHICH MAYBE PERFORMED BYTHE UTILITY RESPONSIBLE FOR ITS REMOVALAND REPAIR. CONCRETE REMOVE COMPANIES'FORCES AND ANY FEES WHICH ARE TO BE PAID TO UTILITY COMPANIES FOR SERVICES,CONTRACTOR 15 RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 15, CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TQ REMAIN,OAMAGETOANY CONCRETE CURB -- --- __ � EXISTING CONDITIONSTO REMAIN WILL BE REPLACED AT CONTRACTORY EXPENSE. REMOVE EXISTING UTILITY / S. CON TRACTOR IS SPECIFICALLY CAUTIONED THAT LOCATIONS OF EXISTING UTILITIES SHOWN BITUMINOUS CURB =- _---�= REMOVE EXISTING CHAIN LINK FENCE ON THIS PLAN HAVE BEEN DETERMINED FROM INFORMATION AVAILABLE. 16.ABANDON OR REMOVE ALL SANITARY,WATER AND STORM SERVICES PER CITYSTANDARDS. unnuaarrlrvo. .rxnawo,.a¢¢wasorraaMmrx COORDINATE ALL WORK WITH CITY.ALL STREET RESTORATION SHALL HE COMPLETED IN Sheet No. Recision lie cw swumxraawevsn;i�sruuo eo�ioeuxesn,nnieoourerioxallo oe>Inwvorexsnue ASSUMES NO RESPONSIBILITY FOR THE UTILITY MAPPING ACCURACY.PRIOR TO START OF COMPLIANCE WITH LOCAL STANDARDS.vixosuu ,urn gmesuocoxrvcronasnaupnwMlxrTxlewerwuTmxorausnnil,e REMOVE EXISTING LIGHT FIXTURE ® ANYDEMOU ON ACTIVITY,THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES 4g HOURS aaa wMMrxcxc ypay,ar(omKnN6TWwincATI0NLemuleorxw slarEaNEruxasida orA).M1 PRIOR TO ANYEXCAVATION FOR ON-SITE LOCATIONS OF EXISTING UTILITIES.THE LOCATIONS COWMC-ANNOR WACOWRa9roa A6kaca na0.TaeseONemC anrrt anneu oAMAcgwnxu Mwlrteaomwwxax xr 17. CONTRACTOR SHALL PREPARE AND SUDNVTTOTHE GOVERNING AUFHORITY A TRAFFIC OF Nlsoaxexsawaerauurrr lowceNovuswucnxvnxo.uumlrleslulmuwnouno uloavanxeAol. STTEONE CALL A BE OBTAINED 252.1265 OR HE 85.4WOCTDR BY CARING MINN GOPHER AND/OR PEDESTRIAN TRAFFIC PLAN PER CITY/COUNTY/STATE STANDARDS TO DE APPROVED �� ®� IaTiEECONowcroa`W0UN1CMAWRWnLEINreINMN .N[axsn[snxs mnarneexMlaexwminrelourwxsys, STATE ONE CALL AT 800.252.1166 OR 851-45q-0002. BY THE LOCAL GOVERNING AUTHORITY. ��2sss xalsncnvrxo npninmFsxwteExacarauxvnlxouranaovxravMme rxaFcr eNxlweex. NORTH • IT MLLMTMERrsroxaelmrarrxrmNrMcroxroxxoureaunmrixoorxneswxxxmxalnwminlrrxorosm 0 SD 100 >nawx oxnavinrri SCALE IN FEET Project No. 21654 Axrli aW9-3aaxm-u.nxaeLgulartol¢rAara56Y'ntV,Cylr,sneelnUi5924MM0.dnf - ----- -- -- ! I I j 1 - _ G EJ _ - - ksnate R• mbatek.com 1 I I a1 D2 Da 01 qlg ♦ oB O4 Da o4 °d I 12800 whltawater Drive,Su6e 300 I I MlnnebonkB,MN b5343 I i p °99° $ D tl° p gppp v° ggpa I 763.476,BO10t010ph0no pop °o r -. P poop ` . I I 763.476.6532 Tec Ile I I o9 07 20E I Engineering I Sufve,Ang I Planning IEnvironmental I I I B20 620E 20E B20 L G 1 A I l LDG BDG DG 8 G A BtDIG 1 FFE=1003.00 A I Client FE-1D03. y FFE-1006,0 FFE=3004.TYP5 A 9 FFE=1003,00 A GF€=1002.67 CONTINENTAL 1 I I FE=100 . GF€=1006.D2 A GFE=1004.52 GFE=1002.6E 1I I 04 `O8 07 a p 07 OB $ E Is ° p pop 04 p Y °op 07 I G I pop g 04 o pp°P pop 09 °0 ° c' °a E �p v Pop 5 04 OB + �. BLDG 9B I 483 FUND LLC ® FFE=iDna,cO P ! I !2°DIP STUB A °u °tl°P no. Oq I:a•1007.1(IA.P.) I P8 p 04 p Po =I 02.6/ ° ° g 2Z' I N 05 p 01 i' p ° W134 N8675 EXECUTIVE PARKWAY r 1 I I ape $2OE A 620E 'I I I O5 ap _ 1D 10 9 Ppp 1 L, B20E A B20E A I V NAENOMONFE FALLS,WI53051 0 l # BLDG 6B BLDG 7B DG 1 G 1 M I I I F =1D06. 0 F=10D4. 0 FF=10012 5 F =1002 0 E I I I 9 07 F=1D05. 7 F=1004. 7 + =300 e7 =1002 1 {}I } DB ® aaap p o ptl : pop Project 9 I pp0 p D4 PPpp g t P I 1D p p SPRINGS AT (u Ol Ol OB 04 G OS 0.1ggV 01 Ul 09 G O4 09 04 O9 OB' G OS 04 t� OB 09 B 1 LAKE ELMO //�� B S 10 9 9 OS r 9 l ✓ 22' pP pop I I 09 A OS 05 b (A B20E I I g 07 out I I I pop De Is O DIG • I ! I 07 D7 FFE=1002.20 I f 09 A D7 A GFE=1001.87 !I Location Bz ppU` ppL LAKE ELMO BLDG 3A 7 7 A I'! 1 P [ p o os A o , 1 11 FFE=1006.20 � 04 GE D4 82 F OE M I N K ESOTA t i fL',I H GF€=1 5.8 FF€=1G 2B BLDG 1005.50 CLUBHOUSE G po/ P` p 'A0 P 1 $LDG 14A _- -- - ! I 9955 HUDSON BOULEVARD NORTH e FFE=1001.42 ! N = 005.14 GFE=10 rt v FFE=lU05A0 �a` q D9 = 001,42 { I 1 I A ° IF 1 I I I o9 I f I "n P Wp .Opp QD' F � I --SOUTRt:AST PARCEL 40 40 OESCRIBEU I I PP 04 11 a 12 07 05 PER DOC.NO.4V41679(24)' - L 34-029-29-•21-43-0006 _L 1 Ce i a ' 9730 HUDSDN OLYO N '� rtif� tl0n u O4 B PU'V �` \ 1c c g I ____ y y splan,spadBatlon or ! I t I 07 08 PP ° 04 -•At;MTFF•GHHHFRe1L I•k�-•_...�i I Ibereb certN that this or 1 report was prepared by meunder my drred OB 1 _ I s°pewlelpn and that I amaduly Ilcensnd O5, B 9, / E \ l �- I proftfnsonal ENGINEER under the laws ofthe state I qr8 B' H I 1 1 0 \ o K I p =_=,qe-=._ .:,•0E'.n �-_� _ - - Eric A.Vogel ---• 1-�- -L-t -- R.Sbtratro 4 Date:4 12/2D19 H act Es fora wet slants!copy ofthls i J TR lM -a PfanaPDI�whl Is avallableupon request at lamb sek'S, -.-------_--__--_---_I __ __ T -__� •a a,r�• -r ___-._-_r.._f,..�..., ,�-••.-_.__,-^--__s.._,_, •,. ...___._�___-r-,'-__- - �S _ . .r._ _ ...�NBtUN_ _�HU. � S ----------- ---- Minunatmp Ale mM N paSFIGre.y _ sf ned:EAV D ra wr:cl Approved:EAV Book/Page: LEGEND DEVELOPMENT SUMMARY .^DEVELOPMENT NOTES ===KEY NOTES Phase:PRELIMINARY Initial ISsae:4/11/]Dl9 PROPOSED EXISTING AREA AO BUILDING,STOOPS,STAIRS SEE ARCH ITECTURALPLANS Revision History PROPERTY LIMIT --� STANDARD DUTY GROSSSOE AREA 741,t14SF 17,02 AC J. ALL DIMENSIONS ROUNDED TO THE NEAREST TENTH P007. PRO R GUTTERYLIMIT ==Lz- ASPIMTPAVING 2. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED, OTRASNIREIXCLING PICKUP AREA-SEE ARCHITECTURAL PLANS NO.DBtOBy Submittal/Revision OUILDING INFORMATION QUANTITY HEIGHT EASEMENT ----- ------- 4/73/ZOl9 CIIYSUBMITfAL ezDE a... DUILDINGI 15UNITS 2-STORY/35' ©MAIL KIOSK-SEE ARCHITECTURAL PLANS •(1[(J,[-/ CONCRETE PAYING 1. "- IS UNITS 3. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT'GU TER OUT"WHERE WATER BUILDING '�� TOTAL RESIDENT BUILDINGS DRAINS AWAY FROM CURB.ALL OTHER AREAS SHALL BE CONSTRUCTED AS'GUTTER IN'CURB. DO POOL-SEE ARCIIITECNRAI PLANS RETAINING WALL COOOOOOGl3 L'=m•arvxs.:;==+ GENERAL HOME MIX HOMES PERCENTAGE COORDINATE WITH GRADING CONTRACTOR, ' WETLAND LIMITS ____._sl'_--- CONCRETE SIDEWALK STUDIO O 30 10% EO MONUMENT SIGN-SEE ARCHITECTURAL PLANS TREEL[NE i_AA.I.AAJ 1-BEDROOM 12D 4u% 4. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. SAWCUTLINE + ARCHITECTURAL 2-BEDROOM 120 4D% S. ALL PARKING STALLS TO BEWIN WIDTH AND IB'IN LENGTH UNLESS OTHERWISE INDICATED. OF VEHICLEGATE-SEE ARCHITECTURAL PLANS SIGN -r CONCRETE 3-BEDROOM 30 10% TOTAL HOM ES SOU 100% 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF OTRANSFORM ER-LOCATION TSD PIPE BOLLARD EX R PORCHES,RAMPS,PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE NUM BER OF PARKING ZONING LONSIPHONAL [ATIONS. O CHAIN LINK FENCE•SEE ARCHITECTURAL PLANS PROPOSED OZOINING URBAN HIGH-DENSITY PLANNED UNITNG RURAL DEVELOPMENT FUDI 7, SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAILAND FOR EXACT LOCATIONS OF LIGHT O DECORATIVE WOODEN FENCE-SEE ARCHITECTURAL PLANS KEY NOTE K% POLE. - PARKING INFORMATION O BITUMINOUS PATH Sheet Title DETAIL %X 8. REFERTO FINAL PLAT FOR LOTBOUNDARIES,LOTNUMBERS,LOTAREAS,AND LOT DIMENSIONS, GUMBER OF -DETAILS SITE PLAN CHAIN OINK FENCE -q-p- NUMBER ATTACHED 120GARAGES 9, ALL GRADIENTS ON SIOEWAUfS ALONG THEADA ROUTE SHALL HAVE AMA%IMUfd LONGITUDINAL SLOPE MAINTENANCE GARAGES DECORATIVE 1 MAXIMU(1201,OPEN AT CURB RAM ECTION 511ANAD AND A KING STALL SS ACCESSSLOPE OF AISLE HALL BE 2.THE Ol B-612 CONCRETE CURD AND GUTTER-SEE SHEET C9.D1 -.p- NUMBER OF STANDALONE 42 GARAGES WOODEN FENCE -° MAXIMUM SLOPE RI ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE 2.08% TOTAL GARAGE 163 GARAGE 11:4BI.THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA AIR CONDITIONING 9 ROUTESPRIORTO PLACING CONCRETE OR 81TUMINOUSPAVEMENT.THE CONTRACTOR SHALL NOTIFY OZ 8-616 CONCRETE CURB AND GUTTER-SEE SHEET C9.D1 UNIT PARKING REQUIRED PER[ODE 5255PACE5 TIE ENGINEER IMMEDIATELY IFTIIEREISADISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS SURFACE PARKING AMOUNT 399 SPACES THE DESIGN GRADIENT AN CO ORDINATE WITH GRADING CONTRACTOR. 03 TAPERED CURD-SEE SHEET C9.01 TOTAL PARKING PROVIDED 562 SPACES 10. "NO PARKING"SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. 04'SIDEWALK-SEE 5HEET C9.01 UNITPARKING RATIO 1.8E mfsuvwxmccunuP wmxmXY COVERED PARKING RATIO 0.29 $'SIDEWALK-SEESHEETC9.01 aapmlxcrorxEeuoruxfsvfascu%z:InioFsrinN°rvoaiocuiXMfn�swnixicpiieciiarv°aim fp ewiiauof°pnmrmesp OS CLUBHOUSE PARKING Sheet No. Revision s rypxsiecpxrxapmgss�aupppuirvf mf funurufpxpraaf4mxp 17 SPACES unun�ie�rpq°�fmfnMrxcNc vronx.arwxrperwc nlexonnunpn<curPNppumsumanLma enroxrYouL mE 'INCLUDED IN PARKING CALLS 124 ApAl O6 STOP SIGH-SEE SHEET C9.01 Ni�xo0.Xm Y.VWq�gtvAcip Lpa�[nxo prom A�IU�LY�nu uxnurmies�Xaugxou�GEwWN�%�ISNf Y°IXAsprv[a er C3 ®1 IptxEm<NOMttF¶Exwumasaro vMiNntEvnmwrxE snE.xtansxEsxuLXo+xvrxEExsNEmwpxlxrfou ipp spc 07 ACCESSIBLE PARKING SIGN-SLESHELTC9,01 ryTlsxcrlYr,NepM�N 1Me51WLer gar>txrmwmiGu[ppvnpyµ mpMnir pgpncr rNGlNera. 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PROPUSED CONfmFt5 ARE To FINISHED SURFACE ELFVAl10N.SPOT EIEVATIORS ALONG PROPOSED CUM DENULE GUTTERGMOE. PROPERTYLIMIT •�•••_••� D. IMPACEAQ SUBGRADMIL DISTUMED DURING THEmNSTRUCTION THAT HAVE BECOME UNOUAD1E ANDTVILL NOT PASS ATEST Ad.AM.ASWHICHARE TORFCEWETOPSOILSMLLBEGRADEDMWIMIN0MMOFAROVE°RBELOWTHEMQUIRED Z LANTNMCTORSIIALLREVIEWPAVEMENTGRAOIENTA.D-MTRUCT"GUTIEROUr WIIERFWAIERbMIN5AwAYFRUMCURO.ALL ROIL REMOVE UNSUITABLE'AIL FROM THE SITE AND IMPORT SUtTAILL".:LAT N.MDTIDNA COST 70711E OWNER ELEVATION,UNLESS DIRECIEDOTHERWISEBYTHE ENGINEER. CURB a GUTTER --- - OTHER ANA55NAU BE LT,NSTRUCTEDAS'GUFFM IN'CURIE 10.coNTW1CTORSHM.BE RESPONSIBLE FOR PREVIDING AND MAINTAINING VEHICULARAND PEDESTRIAN TRAFFIC CONTROL DEVICES 14.e.TOPSOILSINLL OF CRASHED to PLUSOR MINUS LIE INCH OF MESPECIFIED THICKNESS. STORM SEWER 0--►aie 0----^^DTI---^-0 1 ALLGIwOEM ON SInEWA1KS ALONG THE AM Rd1TESUALLNAVEA EMISIMUM LONGITUDINALSIDPE Or SN n:ZOj,F1ICF"Mculu SUCH AS RARDME%WARNING SIGNS.DIRECTIONALSIGNS,FIMMEN MID UGHTSTO COYTROLTHE MOVEMENTW TRAFFIC DRAINTILE -FFE-JAR- ---ITS---RpP- BARP541R22L.ANDAMMIMUMCR°SSUDPEOFZ.DBN[LN8).MMIMUMStWEINAWDIREaYNONANAWPWINGSTM1I.LOB WNERENEC[SSMY.TMEPE-TRUL DEVICES MALL CONFORM TDAPPR°PRIATF MINNESOTA DEPARTMENIOFTMNSPORTATION IS AFT RTHE SHEGMDING15COMPLETED,IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS.mNIRKTOR NIALLIMNSPONTALL 1411 `� MCESSAWISIMLLDEIN1mSE(1:44 C0.VTMCTOR SHALL REVIEW AND VFRIEVINF GRADIENT INTNE HELD ALONG THEADA STANDARDS EXCESS WILBNTEONL OF;THESITEI°AN AREASFLFREO BT THE CONTMCTOR,OR IMPORT SURMLE RNIERIALTO THE SITE BUILDING NOUTES MTORTDPI MGCDNCRCTEORBFTUMTNOU5.[O1IRACTORSIIAO NOTIFY THE ENGINEER IMMEDIATELY IF THERE ISA RETAINING WALL OLK SEARCY BETWEENTHE GRADIENT IN TIIE FIELD VERSUS THE DESIGN GRADIENT.COOL°NATF ALL wOHQWTH PAVING 13.EXCAVATETOMOLFIIOM Alfl STO BE FURTHER EXCAVATED OR REGMDEDAND STOCXPILE IN AREAS DESIGNATED ON 711E SITE, IS.CON TMCT°RSHANDLTERMINETHELDCATION OF ANY HAUL RQADSTRAT ANY DE REQUIRED TOCOMPLETE THE SITEGRADING C�ITIEACIUR. CONTRACIORSIIALLWVAGEENO°GHTOPSOFLFOILRESMEADIWONRIESITFMSPLOFIED,EXCESS TOPSOIISHALLBE PU[FD IN CMSTRIP ION AND 5114E INDICATE HAUL ROADS°NEROSKIN AND SEDIMENT CONTROL SITE MAP'.CONTRACTOR MALL COMPLY WETLAND LIMITS ----.-x•---- EMMNKMEHTAREAS OU151DE OF BUILDING PADS,ROADWAYSAND PARKING ARMS CONTMCOA sNALL SMCULCUT AREAS, WITH THE REQUIREMENTS OF THE GOVERNINGAUTIIORNY OF FAOI ROADWAY.CONTRACTOR SHALL PO5TWHATEVERSENRITY, A. CONTMOOR SHALL TAME ALL PRECAUTIONS NFUSM07TCAVUM PROPERTY DAMAGE TO ADIMENTPROPERTIES DURING THE WHERE TUn ISTOBEESTABLISHEDTOADEPTHOFBIHCIIM.RESPRFADTOPSO.IN AREAS WHERE TURF IS TO BE ESTARUSHFD TO A AND COMPLYWITH ALL CONDITIONS WHICH ARE REQUIRED DYEALH GOVERNING AUTHORIIYOF M01 ROADWAY. Sheet Title TREELINE A..IJJ.J...l V�1 CONSTRUCTION PHASES OF TI 115 PROEC.CONIRALTOR WILL BE HEU350ELLY nanessIBH FORANYUAMAGESMIHE ADJACENT MINIMUMDEPIIIOF604CIIES. SPOTELEVAT10H PMPER13=UMN000RIMG EMUSTRUCTI°NPIIM"oPTHNPRDEU. 17.D15TU FIRED AREAS WiTHINWIELANDM.ITIGATIONSITEAND ANY DISNMEDARFASWtININTHEWELLANDSHMLLBEIESIURE°WITH X GRADING PLAN 9Z �XS 12. TRESOD ROMON coatmUCnON M:HALLOWED BY TIREFAVHFR,CUNTCTORSLNLECOMPLETE•TRENCH BORROW'EKCAVATO 1N N 610121NCHFSOF ORGANICSOILS,PREFERABLY SOILSTIINT WERE PREVIOUSLY REMOVED WEILANO ARMS. INN IL CONTOUR O2_J ""-SE7Y_�• 5. sAFEIYNOnCElO WNTMCOIS:INACCOIiDMCEWITHGENEWQLYACLEPLEDM TRUUIM PACT1Us,mNTRAENORwILLBE ARM DIRECTED BY TIIE ENGINEER IN°MER TO OBTAIN STRUCTURAL MATERIAL ENES&HAL LNOT BE REN.OVEO OR DAMACED AS A WETIANDMRGATIOMARMS ABOVE THE HORMALWATER IESELSWVL BE MN STATE SEED MIX34-Xil leFTMFAODINSOUTHAND SOLELY AND mMPLETELY RE5PUN5IBLE FORCONDITI°NS°NMEJOB SITE,INCLUDING SAFE NOF ALL PEMONSAND PAOPERYY REWLTOF111EEXCAVA110N,UNLESSAPMWDBYMEEMINEER.TIIFFXUVAYIONSHALlCMMENCEA"rNIMUMOFIOFEET 1VEST.ORAPPEN) DEQUAL Eel STATE SEED MIXES,ONES AND WINTER WHEAT SHOULD BE SELECTED BASED°H THE TIME OF YEAR RIP HAP DU NNGPEMORMAWEOFTHEWOAK.HISREQuIREMENTWILLAPPLYCONIINUOEASLYANONOTBEUMREOTONORMALwORKING FRUMM LIMROFTHEBUILDINGPAD.THE EXCAVATION MUMMEHMITSHALLEXIENO ATAMINIMMOILOPEOF IMOT THATTHE MIX IS BEING USED.OATSSIIWLD BE INQUDFDINMIXES IF BEING USED BEIWEFNOCTOBER ISM AND AUGUST 1ST. EOF HODRS.THE OUtt Of THE ENGINEEROn TIFF bEVELVPEq TDLVHPVU CONSTRUCTION RENEW DFTHECONTMCTOR'S HQFI20NT0.L TOIF001 VEM1(AL(1:1)DOWNWARD AND OUTWMDfAOM TIIE FINISHED SUAFACEGMOE ELEVATION.711E TRENCH WIMEA WIIEATSHOULU BE USED BERVEEV AUGUST]5TAN00C100EA 35n1.11IE 1EEOING RATE IS TIIE SAME FOR 01115 AN0 OVERFLOWELEV. S7 V PERFORMANCE IS NOT INTENDED SO INCLUDE nNirw OFTHF ADEUUACT OF THE wElfM 10AS54ETY MEASURES IN,ON DR NEAR HUMAN EXCAVATION SHALL HE RACKET LUDTO THE PRGP051D FIAISHE"RAGE EL EVATION,AND SHALLBE CO.SPACIED IN WINTERWHEAT.MIX M-37LSHOULD BE APPLIED AT 12 POUNDS PERACAL SEEDSHALL BE WATERED UNTIL A HEATHY STAND OF SDI2 BORINGS 9D25 -J., TIIECONSTRUCTIONS°E. ACCORDANCE WITH REQUIREMENTS OF THE QUALTTYCOMVACI ION METH GDASOVfNNEDINMN/DOTSPECIFICATION21053F1. VEGETATIONISOBT4NE4 Y9e25 SNOW FENCE SHALL BE FURNISHED AND PLACEDALONG THE PERIMETER DF THE TRENCH BORROW AREA WHERE TIIE-PE5 EXCEED R CUNTPAQ°RSMLLCOMPLETETIIE SITEGMONG CONSIPUCnOIiNNCORQNNC[WTII TIIE REgVIREMENTS UFIHEIAYHERS 2FOOEWRIZONTALTDIFOOTVEATICAIZAIL 18.FILL PLACED WITHIN TIIE BOLDING PMARE7S SHALLM IN CONFORMANCE WITH HUP/FNAPROCEDURESAND DATASHEIT 9. 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OVERFLOW ELEV. 1�9035 CON5TRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC I JAN I FEB I MARI APR I MAY I JUN SILTFENCE ___g___SF- TEMPORARY CONTROL MEASURES SILT DIKE ---BD---SD- LIMITS OF DISTURBANCE STRIP&STOCKPILE TOPSOIL Ili l� EROSION CONTROL MATERIALS SOIL BORPNGS sT ROUGH GRADE/SEDIMENT CONTROL QUANTITIES DIRECTION OFSOb3 TEMPORARY CONSTRUCTION ROADS OVER LAND FLOW --- ITEM UNIT I QUANTITY FOUNDATION BUILDING CONSTRUCTION SILTFENCE D TCH LINEAR FEET 2360 ERAAY DIVERSfON _� SITE[ONSTRUC110N SILT DIKE LINEAR FEET 1493 CHECK DAM PERMANENT CONTROL STRUCTURES CONSTRUCTION ENTRANCE UNIT 1 LIMITS OF DRAINAGE FINISH GRADING Sheet Title INLET PROTECTION DEVICE(IP-1) I LINT 151 B10-ROLL 5 L IN LANDSCAPING/SEED/FINAL STABI L17ATION EROSION DAOL � INLET PROTECTION DEVICE{IR2) LINT 51 INLET PROTECTION DEVICES 0IP-1 STORM FACILITIES INLET PROTECTION DEVICE 2 ®IP-2 CONTROL P H AS E 11 NOTES,LOCATION MAPS,AND STANDARD DETAILS CONSTRUCTION ENTRANCE MM* ER CSA3 FOR G ENE RAL NOTES,MAINTENANCE TEMPORARY STONE NOTE:CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE L TEMPORARY SEDIMENT BASIN :--CsR wnmxawWN«1n1�e.xwRnAxxLnrnwx,TLw�a,lle°w.L�ryrLwR,�T�,�xrP i,xonmoxwronl Sheet No. Revisionui°EUHrsaaxrRremm.nnFN•TARP,uoewxFUx[srosrxreonFe,lonaxP iurinloxw e�nxa 1EMPORARYSTORAGE AND PARKING AREA wesuuAcruntm PRu•InrtOtrtRMmRANxpxsUBCOHmAftaesswuxnmnawemruvn loranoxor.Af rxs,wc I T5 I snlmfsumxe mlaxwnnxvzoxFoxevrnxr�lwc nrexonriwnn¢mtn�NomrRsrnrF s roalAwxFwuL.rxr mwr4noxAxoprowxroxrxncr nGRFFre eFFULrxFvoxsiwF wRAw out oAmAS; may xisaaxsarwtuR FAAnaloureAxo eREseRueAnruuo sLuusewRouxoaxo wznxewN. TEMPORARYSTABaIlATION MEASURES / mvi� amvinr°an�uxiisareciw. ... mL..arv.NimFlFe�wxiloui,vrn'wovuisuw.wnleavvouc�ixGixFe�n Rsoe (SEED,MULCH,MAT$OR DlJSNKETSAS 5M NORTH .®'fba/)P OUTLINED IN THE SWPPPI IT9N011 xrTNrexFN OXU>XevNTN�NW1RK1oR10 PNPMIFAFLryia1lNGNnlxeS WHKNLOxnIfI WIrNINEIROPOSfP D 50 100 P vEnz rsal UNDERGROUND SMSEWER SYSTEMS SCALE IN FEET Project NO. 21654 Apll1.1-l:l3--1Merx W MAon 1.11eTlU\lM 1Nre1,Ul65acsanosxp EROSION&SEDIMENTATION CONTROL NOTES$ GENERAL EROSION NOTES: DETAILS/"SITE MAP" 1. CONSTRUCTION SHALL COMPLY WITH ALLAPPLICABIE GOVERNING CODES AMU BE CONSTRUCTED TO SAME.WHERE A CONFLICT EXISTS BETWEEN LOCALIURISDICUONAL5TANUARDSPECIFICATICC45 Sar�lbafek .+ `i AND SAMBATEK STANDARD SPECIFICATIONS,THE MORE STRINGENT SPECIFICATION SHALLAPPLY. f ��I �/' `�� t,F *'Te ' 2. THESTORMWATERPOLLUTIONPRW1.11ONILAN(SWPPP)IS COMPRISED OF THIS DRAWING(EROSION&SEDIMENTATIONCONTROLMAN-ESCPLAN),THE STANDARD DETAILS,THE PLAN www.sambatek.Com �Jf ( > Q`',,,`.J�j',Y/� 11'F Cc':, ' NARRATIVE,ANDITS APPENDICES,PLUSTHE PERMIT ANDALLSUBSEQUENF REPORTS AND RELATED DOCUMENTS. "'++ 1a �• 1 y„'",S' ".G(• jrl� ;.' - 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING&SUBMITTING THE APPLICATION FORTHE MPCA GFNERALSTORMWATER PERMIT FOR CONSTRUCTION ACFIVITY.ALL CONTRACTORS AND 12800WhIlowaterDr Iva,Sub 300 SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OFTHE SWPPP ANDMIT STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE EUMIHATION MlnrtetDnlm,MN 65343 SYSTEMGENERALPERA:FTINPDESPERMIT,ISSUEDAUGUST1,201A)ANDBECOMEFAMILIARWITHTHECONTENTS.THE5WPPPANDALOTHERRELATEDDOCUMENTSMUSTBEKEPTATTHESITE DURING CONSTRUCTION 783.476.6D10 telephone 4 J - wry��,..,,�•` k}, ! •'X 4. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES(BMP'S)AS REQUIREDBYTHESWPPP&PERMITS,CONTRACTORSWALL OVERSEFTHEINSPECTION&MAINTENANCE OFTHEBMP'S NTI•' ,�` .`viT - I , 'S•'`-Y } ANDEROSIONPREVEON FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION ISCOMPLETED,IS APPROVED BYALLA[RHORMES,AND THE NOTICE OF TERMINATION INOT)HAS BEEN EnginBBTN181SurwAglPlanninglERYllDnmanlel -J 763A76.85321aoslmlle FBED WITH THE MPCAW EIMER THE OWNER OR OPERATOR AS APPROVED ON PERMIT.ADDITIONAL BMPS SHAH BE IMPLEMENTED AS DICTATED BY myOrtIONS AT NO ADDITIONAL COST 7O OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. "'LM "y J`/� 4. S -'}`• 5. CONTRACTOR SHALLCOMPLYWRH TRAINWG REQUIREMENTS IN PAR721.1.213 OF THE GENERAL PERMIT. Client ,,.^+•`�-.]Lyy 'tl: $ { **'a �''`r.B 6. BMP'S ANDCOMROISSHALLCONFORMTOF6D6RAl,STATE,OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE,AS APPLICABLE.CONTRACTOR SHALLIMPLEMENT ADDITIONAL COHTROLSAS CONTINENTAL 19 �+ a :•) ' t: �4, ,51`l ji. ' DIRECTED BY PERMITTING AGENCY OR OWNER. 7. ESMSIANMUST CLEARLY DELINEATE ALLSTATE WATERS.PERMITS FOR ANY CONSTRUCRONACTMTY IMPACTING STATE WATERS ON REGULATED WETLANDS MUSTBE MAINTAINED ONSIDEATALL 483 FUND LLC Paw 4.�'- +f •" ^' "� "' �A+"+.>I'A"� B. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICALOR AS REQUIRED BYTNE GENERAL PERMIT,THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE Ex PLANS SHALL BE CLEARLY DELINEATED(E.G.WITH FLAGS,STAKES,SIGNS,SILT FENCE,EFC.)ON THE DEVELOPMENTSITF BEFORE WORK BEGINS,GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE UNITS OF DISTURBANCE. 9. GENERAL CONTRACTOR SHALL DENOFEONFLANTHE72MPORARY PARKING AND STORAGE AREAWHICHSHALLAWBE USED AS THE FgUIPMENr MAINTENANCE AND CLEANINGARF0.EMPLOYEE WENOMO134 E EXECUTIVE VE 3051 AY Y of I' PARKING AREA,AND AREA FOR LOCATING PORTABLE FACILITIES,OFFICE TRAILERS,ANDTOIIET FACILITIES. MENOMONES FALLS,Wf 53051 99 { '` I p (`( 10.ALL WASH DISPOSED. TER ENGINE 15,LLOWVEHICLE CIFp SITE. EQUIPMENT 4EANINO,ETC.)MUSE BEUMITFOTOpDEFINED AREA OFTHE SITE AND SHALL BE CONTAINED AND PROPERLYTREA7E0OR DISP06ED.NOENGINEDEGREASINGISALLOWEDONSLTE. +""d q ,,,�'A "-•� .ys 31.ALL LIQUID AND SOUDWASTF5 GENERATED BY ODNCRETE WASHOUT OPERATIONS MWT 06 CONTAINED IN A LEAK-PROOF CONTAINMENT FADUTY OR IMPERMEABLE LINER.A COMPACTED CLAY ITT, ' [Aw,.a/C �M I - �� I I• - j LINERI5NOTACCEPTABLE.THEUQUIDANDSOLIDWASTESMUSTNOTCONTACETHEGROUND,ANDTHEREMWTNOTBERUNOFFFROMTHECONCRETEWASHOUTOPERATIONSOAAREAS.LIQUID project P° r fl� Ip J 1 i AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPG REGULATIONS,A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACTUTYTO INFORM CUNCREFE EQUIPMENT OPERATORS TO UIIUZR THE PROPER FACI LILIES.SELF-CONTAINED CONCRETE WASHOUFS ON CONCRETE DELIVERY TRUCKS ARE ALLOWEO. SPRINGS AT -� 12.SUFFICIENT OIL AND MATERIALS AND FLOTATION BOOMS BE MAINTAINED 0R READILY AVAILABLE CONTAIN [IEMI-UP FUEL AND Fa � LEAKS, COMMERCE DR `. 23.DUST ON THESITE SHALL BE CONTROLLED,THE LOSE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS G PROHIBITED, LAKE ELMO 4._ yJ •,1, t9 a Tl 11,SOLID WASTE:COLLETED SEDIMENT,ASPHALT&CONCRITI MILLINGS,FLOATING DEBRIS,PAPER,PLASTIC,FABRA CONSTRUCTION&DEMOLITION DEBRIS&OTHER WASTES MUST RE DISPOSED OF T3 �} PROPERLY&MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. ,,I11 9 _ - 15.HAZARDOUS MATERIALS;OIL,GASOLINE,PRINT&ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED,INCLUDING SECONDARY CONTAINMENT,TO PREVENT SPILLS,LEAKS OR OTHER TAMARACK RD - DISCHARGE.RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROWDEDTO PREVENTVANDAUSM.STORAGE&DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA , - REGULATIONS. OO (T 16.ALLSTORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN,AND IN THE SWPPP.SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TD SOIL DISTURBING ACTIVITIES 3 r 1 DPSLD?E. CONSTRUCTION17.DISTURBED PORTIONS OFTHE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED,WITHIN Iq DAYS OFINACIIVITY.SEEOING SHALL BE IN ACCORDANCE WITH Location MNJOOTSEED MIXTURE NUMBER 21-1I1 OR 21-212 DEPENDING ON THE SEASON OF PLANTING(SEE MN/DOT SPECIFICATION SECTION 25M$I SEEDING METHOD AND APPLICATION RATE SHALL LAKE ELMO SITECONFORM TO MN/ODT SPECIFICATION SECTION 2575.3.TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MNYDOT SPECIFICATIONSECDON 25753F1 AND 2575.56.ALTERNATWELY, LOCATION MAP USGS MAP MI yYDRAULICSOIL STABILIZER IN ACCORDCT WITH MN/OOT SPECIFICATION SECTION 2575.3H MAYBE USED IN PUKE OF TEMPORARY MULCH. j NCTTOSCAL£ NOTTOSCAE UL DISTURBED PORTIONS OFTHE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLYSTOPPEO SHALL BE PERMANENTLY STABILIZED.THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITTH MINNESOTA THE TIME TABLE DESCRIBED ABOVE.REFERTO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. SIGN TO INDICATE THE LOCATION OF CONSTRUCT TNEmNCRETEwpsyourAEa 9955 HUDSON BOULEVARD NORTH MAXIMMSIDEISLOPIGH ERM WITH GROUND SURFhCF. ~AREA SUMMARY IN ACRES IS.OONTMCTORS Op SUBCONFItACTORSWAL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES THAT ARE TORE USED AS PE ANENT MAXIMUM SIDE SLOPE OF 4:1 BERM AROUND PERIMETER WATER QUALITY MANAGEMENT BARNS,SEDIMENT MUST SESTABILIZED TO PREVENT IT FROM BEING WASHED RACK INTOTHE BASIN,CONVEYANCES,OR DRAMAGEWAYS DISCHARGING CFMffE OR 00 12"MIN PAVEMENT AREA 5.56 ACt TO SURFACE.WATERS,THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. p 12'MIN 2'-O'MIN O o Q BUILDING AREA 4.67 AC! 2O ON41TFALOFF•SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMPS,STOCKPILE AND DOMOW AREA goo, ° Do(y.A. IDC4TI0N5 SHALL BE NOTED ONTHE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERA PERMN MORNIFMENTS, { 7 C. Q. 0 0 SEEDED AREA 5.79 ACi I O 21.CURD&ARYSOISYSTEMS ORCMUST CONDUITS E SILT DITCES. OR OTHER EFFECTIVE SEOIMEMCONTROLS&CAPINOT BE PLACED IN SURFACE WATERS,INCUUDING STORMWATER CONVEYANCES SUCH AS [ pY°�p D° C TOTAL DISTURBED 17.02 AC3 CURB&GtlTTERSYsrEMs OR CCwOUITb&DITCHES. Certification CONAPACTEDEMBANKMENT VXVION OR AS PAE-CONSTRUCTION IMPERVIOUS D.05 ACt 22.SLOPES SHALL BF LEFT IAA ROUGHENED CONDITION DURING THE GRADING PHASE TO flfiOUCE RUNOFF VELOCITIES AND EROSION. p oO 060 SG, MATERIAL(TYp.) REQUIRED TO POST-CONSTRUCDON IMPERVIOUS 11.23ACt yeer fIr that this plan,spoeiRmtion of O°OQO �s' CONTAIN WASTE S:IFS FLATTER Ieport U O° 0 0 N, LQYCIIpTE SLOE SLOPES 2S.DVETPROECTION GRADE DEVICES, ETC.) ITHE RMUFDEVELOPMENT OF THE PREFECT,CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROILON[pNTROL MEASURES(SILT FENCES,CHECK DAMS, Deport was prepared 6Y me or under rse dlcett p o L'TX O NOTES: INLET PROTECTION DECOCEO,ETL,j TO PpEVENT ERO110N, supervlslon and that l am a duly lFcenSed 2"TO 3"GRAVEL o• Q'��7 poohneranal ENGINEER uode the lawaol the state paQOlb=E'ti0 ]. CONCRETE WASHOUT gREA SHALL BE INSTAILm PRIOR TO ANY CONCRETE PLACEMENT 24.ALL CONSTRUCTIONFOR ROA"INLLBESTABILIZED AT THE END 0F EACH WORKING pgY,THIS INCLUDES BAGKFILLINe OF TRENCHES FOR UTILITY CONSTRUCTION ANDPIACFMENT OF GRAVEL OR BITUMINOUS l7Cn(J� ON SITE. PAVING FOR ADAD CONSTRUCTION. of Mlnrfe5ota. b0 oLL 0° 2. CONCRETE WASHOUT AREA SHALL BE LINED WISH MINIMUM]DMILTHI[KPLASTIC MAINTENANCE NOTES: � LINER. Q 000 p JO O. B. VEHIQETRACUNG CONTROLIS REQUIREDIFACCF.SST000NIAETEWASHOLR AREA IS a � OFF PAVEMENT. ALL MEASURES STATED ON THIS EROSION AND SEDWERF CONTROL PLAN,AND IN THE STORM WATER POLLUTION PREVENTION PLAN NTAI SHALL BE MAINED IN FULLY FUNCTIONAL CONDITION UNTIL No 1p C 4. SIGNS SHALL BE PLACED ATTHE CONSTRUCTION ENTETHEUACAWEWASHOVTApEq, 04LONGERSITE REQUIRED FORSEVEN DAYS TED DURINHA E OF CnVE00RK OR HTICKNAL AND N4 F THE HOURS SAFTER A RAINFALL ATED LEVENT TACT GREATER ON THANOTED OVi CHES IN PLAN ROUROSIO INSPEAND THE O0N5TRUCTION Eric A.Vogel NOTE:ROCK EXITS SHALL BE INSTALLED PRIM TO THE ° O° AND ELSEWHERE PS NECESSARYTOCLEARLY INDI[A7ETHFlOCAROry OF THE ONSIDE ONCE EVERY SEVEN DAYS DURING ACSIVE COVSTRUCTION ANO WITHIN 24 HOURSAETEfl ARAINFALL EVENT GREATER TH1N0.5INC4ES IN 24 HOURS.ALL EROSION AND SEDIMENTATION Raglstratlo 4 Date:4/12/2019 START OF ANYSITE WORK.ROCK EKIT55HA11 BE CONCRETE WASHOUT AREA TOOPERATOR5 OF CONCRETE TRUCKS AND PUMP RIGS. CONTROL MEASURES SHALL RECLEANED AND REPAIRED IN ACCORDANCE WITHTHE FOLLOWING: INSPECTEDFOLLOWINGEACURAINFAL. S. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUR If applltt0� to uoforawets(ghed<opyefthis MAINTENANCE OF POOR EXITS SHALL INCLUDE A TOP AS N ECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE, 1. ALL SILT FENCES MOST BE REPAIRED,REPLACED,OR SVPPLEMENTEO WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 112 OFTHE H EIGHT OF THE FENCE.THESE REPAIRS MUST BE plan whf[N Isry 11,1,Te upon request atsarabet.", DRESSING OF NEW GRAVEL,OR REMOVAL AND Qf. 6, ?IT TH E END OF CONSTRUCTION ALL COME ETE SHALL B E REMOVED FROM THE SITE MADE WITHIN 24 HOURS OF DISCOVERY,OR AS SOON AS FIELD CDNDgIONS ALLOW ACCESS. Mlnn¢Tonla,MN nglce. REPLACEMENT DF THE GRAVEL AS NEEDED,TO KEEP AND DISPOSED OF AT AN ACCEPTED WASTE SITE. I'HE EXITS FREE FROM COLLECTED MUD. 7. WHEN THE CONCRETE WASHOUT AiI IS REMOVED,THE DISTURBED AREA SHALL BE 2. TEMPORARY AND PERMANENTSEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OFSEDIMENT COLLECTED WINE BASIN REACHES I/2THE STORAGE S66DEDANO MULCHED OR OTHERVASE STABILIZED INA MANNERACCEPTED BY THE VOLUME.DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY,OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS ISEE PARTI0.1-10.5 OFTHE GENERAL PERMITj, Summary IEye IaryCITY. ===ROCK EXIT DRIVE WEENEEMEN 3. SURFACE WATERS,INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS,MUSTSF RE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION.CONTRACTOR MUST MOVEALL CONCRETE WASHOUT AREA DELTASAND SEDIMENT DEPOSITED IN SURFACE WATERS,INCLUDING DRAINAGE WAYS,MCH BASINS,AND OTHER DRAINAGE SYSTEMS,AND RESTABILIZET14L AREAS WHERE SEDIMENT REMOVAL De5lgned:EAV DIaWR:CR NOITOSCALE NOFTOSCAIE RESULTS IN EXPOSED SOIL,THE REMOVAL ANDSTABIUZATION MUITTAKE PLACE WITHIN SEVEN(7)DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL.REGULATORY,OR PHYSICAL ACCESS AppYOVed:EAV Rock/Page: CONSTRAINTS.CONTRACTOR SMALL US E ALL REASONABLE EFFORTS TOOBTAIN ACCESS.IF PRECLUDED,REMOVALAND STABILIZATION M UST TARE PLACE WITH IN SEVEN(7)CALENDAR DAYS OF Phase:PRELIMINARY InRial ISSUe:4/12/2e1B OBTAINING ACCESS.COFRRACrON IS RESPONSIBLE FOR CONTACTING ALL LOCAL,REGIONAL,STATE AND FEDERAL AUTHORITIES AND RECEIVINGANY APPLICABLE PERMITS,PRIORTO CONDUCTING ATTACKTHE WOVEN WIRE ANY WORK, FENCE TO EACH POST WITH SET FENCE MATERIAL TO BE Revision History TH FASTENERS OROTHER 4. CONSTRUCTION SITE URFACICLEEXIT THIN 24 HOURS MUSTCOVER,ORI FOR EVIDENCE WITHIOF N AS SHORTER TIME TRACKING OMPLY IT PAVED SURFACES.TRACKED EGENERALSEDIMENT MI. BE REMOVED FROM All FASTENEDSECURELYTOCOOVEN MIN FAS7ENEP3(SEE NOTE I) WIRE FENCE AMTIDTHRFF TIES OFF-SITE PAVED SVRFACES,WRHTN24110UR50PDI5C0YEAY,ORIFAPPLICABLE,WITHINASHORLER TIME TO COMPLY WITH PART9.11A.120F THE GENERAL PERMIT. NO.Dd{C By Submittal/Revision 5.N+ SPACED AT SO"ON CENTER(SE E 5. CONTRACTOR IS R ESPONSIBLE FOR THE OPERATIC N AND MAINTENANCE QFTEMPORARYA70 PER M ANENT WATER QUALITY MANAGEMENT BMPS,AS WELL AS ALL EROSION PREVENTION AND 4/12/2019 CW$UbMITTAL Harris 1) S EOLMENT CONTROL B.MPS,FOR THE DU RATION OF THE CONSTRUCTION WORK AT THE SITE.THE PERMRTEEIS)ARE RESPONSIBLE UNRLANOTHER PERMIT TEE HAS ASSUMED CONTROL(ACCORDING TO PART 3,1 TO 3.8OF THE MPCA GENERAL PERMIT)OVER ALL AREAS OF THE SITETHAT HAVE NOT BEEN FIHALY STABILIZED OR THE SITE HAS UNDERGONE FINAL SIAMLI2ATION AND A IN.QT.) CROSS BRACE HAS BEEN SUBMITTED TO THE MPCA. a S. IFSEDLMENT ESCAPES THE CONSTRUCTION SITE,OFF-SIT6 ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IRA MANNER AND ATA FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS _ DEFLECTOR PLATE (E.G.,FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY RAZARDTO USFAS OF PUBLICSTREETS). 2"X4"WOOD f OVERFLOW I•CENTEROFFILTERASSPM6LV 7. ALL IN AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHINGTHE INFILTRATION AREA AND THESE AREAS AREPROTECTED FRAME FROM COMPACTION DUE TO CONSTRUCOON EQUIPMENT DOMING ACROSS THE INFJL7AAT(ON AREA OVERFLOW 2-TOP OF CURB BOX DROP IN 2"X M1'STANE 3-MIN.. 10"FILTER ASSEM ELY ^"SEQUENCE OF CONSTRUCTION WITH GRATE SECURELY FATTEN OVERLAPPING ENDS CF 5HT FENCE µA7ERIAl PHASE I: TOADIACR ITESORS WITH THREE WARE RES OR OTHER 7. INSTALL STABILIZED CONSTRUCTION ENTRANCES. WOVEN WIRE FASTENERS 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. Sheet Title FENCE W MATERIAL CURB Sheet FENCE MATERIAL 3. CSTALLI LTHEOILT EFENCES ON THE SITE, EROSION COVER 4. INSTALL INLET PROTECTION DEVICES ON EXISTING STORM STRUCTURES,AS SHOWN ON THE PLAN. EXTEND WIR E FENCE PW :2X4WOODFNSTAKEFENCE: 5. ODNSTRUCr THE SEDIMENTATION AND SEDIMENTTRAP BASINS,AS REQUIRED, - AMIN.DF S"INTO WOVEN WIRE,14-1/1 GA.,6"MAY.MESH GROUND OPENING FABRIC:INACCOROANCEWITH 6. HALT ALL ACTIVITIES AND CON7ACTTHE CIVIL ENGINEERING CONSULTANTTO PERFORM INSPECTION DfBMPs.GENERAL CONTIiACTORSHALLSCHEDULE CONTROL EXTEND SLT FENCE ASTM D 64G1 LATEST EDITION, .;}f:•, AND CONDUCT STORM WATER PRE-CONSTRUCTION MELTING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH DEVFLOPER(OWNER: MAY RIALA CONSTRUCTION. INTERTEK-PSI 1'-0"INTO GROUND C,5,:45: 2915 WATERS ROAD,SUITE 112 7. CLEAR AND GRUB THE SITE. NOTES A N D B. BEGIN GRADING THE SITE. EAGAN.MN 55121 1.ATTACH TH E WOVEN WIRE FENCE TO EACH POST AN D THE GEOTEXRLE WI TO THE WOVEN RE FENCE 24464148 (SPACED EVERY 3W)WITH THREE C09W7 9. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. DETAILS 65 V 1RETIES OR OTHER FASTENERS,ALL SPACED WITHIN TOP B"OF THE FABRIC.ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC,WITH EACH PUNCTURE STE OPERATORfGENFAAL CONTRACTOR AT LEAST 1"VERTICALLY APART PHASE It: Sheet No. Revision 2. ACROHEN OOPOSISS OF SILT FENCE MATERIAL ADJOIN EACH OTHER,THEY SHALL BE OVERLAPPED HIGH-FLOWFABAC 1. TEMPORARILY SEED DENUDED AREAS,AINTESTWO POSTS. MIRAFI FF1O1 B. MNNTENANLESHALL DE PERFORMED AS NOTED IN THE SWPPP.DEPTH CF 0.CCUMULATED SEDIMENTS 2. INSTALL UTILITIES,UNDERDRAINS,STORM SEWERS,CURBS AND GUTTERS. MAYNOTE(LEED GULARHALF PROVENTACCUMHLATED,[.MAINTENANCE REACHING MESHAU 3. INSTALL RIP RAP MOUND OUTLET STRUCTURES. �� ®� MAY NOTEXREGULARLYTO TE HE HEIGH r FTHEFA DICOMMENTSFROM REACHING MUST USTBFTHE ROAD GRAIN CASTINGAPLICABILTY SUPERINTENDENT: 14EIGHT OFTHE SILT FENCE MATERIAL ABOVE GRADE. NEENAH R-3067 4. I NSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 4.ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT. NEENAHA-3512 S. PREPARE SITE FOR PAVING. 6. PAVESTTE. SILT FENCE INLET PROTECTION(IP-1) ®ROAD DRAIN INLET PROTECTION(IP-2) 7. INSTALL INLET PROTECTION DEVICES. Pro e MOTTO SCALE NDI Iu SCALE A, COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. J Gt No. 21654 •Prf1t°tb 3:t3pm-osnxncury LVewst'rAtusaA[.wNhRWeehUresaes[nozna 34.029-29-21-43,-0003 I ADURCSS NOT ASSIGNED kamhaMk I I I UPS-LAKE ELMO LLC www,sR 12EOO Whn6water Cr vG,SUIte 300 r,-o -o-o-o-o-o-o-o °-°-°-a-a G MlnnOmnl+e,MN 55343 { _ � f = - - - - I i I o° ° 763.478.60101616phono - 1Iis ° 3 n Yl I 763.470.85321acBImIIB j3G I I. 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Ls RE 10 2.40 C STUNYDRANT FFE=1C05.00 I ` 76 I -1110 86.66 I - -005.14 GFF=10)Srr II `T° �� 6"GAT EVALVE = 001.42 - LINE PARALLEL WITH THE`1 s e"xG"TEE SO.LINE Or THE SE [Ok_' r I Certification III I I I 1i gJ ` l I OF SW I/4 i I I I I I s I I Thereby oerRfy that this plan,speclNraUon°r / \ SOUTHEAST NO.4I14f07 � - _ r'-port was prepared Y 4q a 40 r p°a °a N P Iry dultrilmse dlre°t woe Professional ENGINEER t I u a dal Illam of I b I 3�1 ORAIM ;L UoR1TY FA - proles r°naI ENGINeER under the laws althe state 54-029•-29-21-M1S--0006 I of Mlnna.ota. A I 1 +.3D� s HYDRANT- I r -P£R Ot C'• p,'o 7 1, A HYDRANT I - I it \ 3 ° I 9730 HUDSON BLVD N I I o ro 6"GATEVALVE- a 00 6"GATE ALWIN CHILDREN LLC P� I I � S"x8"TEE ap 8"x6"TEE. � I f I i Eric A.Vogel IJNE PARALLEL W1711 THE I naRs+rarm 4 Date:4/12/2019 Lot (E)♦ 1 I I 1 ° -� ANC' 7NI- - t ttl - I 1 ---_-__EAST LINE OF'THE SE COR r"pPd taa o.Fora Wxt Slenedmm olFHB ((r� I _ ( ( ( a DF SW 1/4 I Planwhl Is mailable upon reap-ta[Sambatek% TO RLS 43933 Mmnetonka,MNoffoa. } q\ " _. --- =- FRS 4 ^ r _ _ -- - .. -_ 1 Summary 4 _a_.-... �_...Y ._......-.-UG ......7G.W.__...._.�-,r__-.__-_,N___ m.�• ....- __•---__-- ,_,.-.-_ _...__._.__na_-_ UG_._..W..-__a°_._..._.__�-._w'__J__•_--.-.U°-:r -a6."FU- _�nC__'"FQ -_ � _--.___._._.__ _____-.._ _ -..._.-_ ^_ R..,.,.,....,..,..._..��.......-."w. CONNECT TO XIS NG 12 Approved:FAY Book/Page: uc �I.... Desl Phase'PRELIMINARY IPI!@I ISSUe:4 1 2019 - HU SON 8LVD N - - - -� WATERhAIN WITH.1 I /1I ' ,' s r r s�i rs`i TEE W11H GATE VALVE ' (' •� `• :''r, PUBLIC"RIGHT-OF WAY-(Y tE IIADTH) __, s ...--'..`. cc 4, S'sY 134 ��SW CORNER,SE t/4. SEC. S4 --'""-� Sr_ SEC. ' Ott.37-- _-____----__._..____.__.-----.-__________.._.__.-._ .---__-__.._._._.---_-.___-_ ..---- ---_____..-_Y.....-.____.-__�.___._. -"- - F/4, LC.34 Revision I t/ry.. I SLIE S kc 34 ND.DateBy Submittal) RevJslon 98.62(EA / LINE,, F. 1/4, SEC- 41 2AM CRYSUBMIJTAL Y 1 114I/El 01001.01 -LEGEND UTILITY CONSTRUCTION NOTES 2.4.1.ALL STORM SEWER PIPE FOR ROOF DRAIN SERYICESTO BUILDINGSHALL BEPVCSCH4D 9, ALL SOILS TESTING 54ALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER.EXCAVATION FOR THE PROPOSED EXISTING 1. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CON51FRUCTED IN ACCORDANCE WITH THE CONFORMING TO ASTM D2665, PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL B E COMPLETED AS REQUIRED BY THE CURB&GUTTER -- - --nT� "STANDARD UTILITIES SPECIFICATIONS"AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF SOILS ENGINEER,TI IE UTILITY BACKFILL CONSTRUCTION SHALL COM PLY WITH THE REQUIREMENTS OF THE STORMSEWER 0-&0 00----TD-------0 MINNESOTA(CEAM),EXCEPT AS MODIFIED HEREIN.CONTRAC FOR SHALL OBTAIN A COPY OFTHESE 2.5.RIP RAP SHALL BE Mn/DOT CLASS 3. SOILSENGINEER.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILSTESTS SANITARYSEWER ------- f?,1----p---� SPECIFICATIONS. AND Son.INSPECTIONS WITH THE SOILS ENGINEER. 3. COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONS AND INVERT ELEVATIONS WITH FORCEMAIN(SON,) 5 PFM 6'a D 1.1.ALL UTILITIES SHALLBE CONSTRUCTED IN ACCORDANCE WITH CITY REQUIREMENTS, MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION, A GEOTECHNI CAL EN GINEERING REPORT HAS BEEN COMPLETED BY. WATER.EME T --I if "'"'"-'I 12.CONTRACTOR SHALL NOT OPEN,TURN OFF,INTERFERE WITH,OR ATTACH ANY PIPE OR HOSE To 4. ALL BUILDING SERVICE CONNECFIONS(STORM,SANITARY,WATER)WITH FIVE FEET OR FESS COVER ARE COMPANY:INTERTEK-PS; EASEMENT ------- OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY, TO BE INSULATED FROM BUILDING TO POINT WHERE S-FEET OF COVER IS ACHIEVED. ADDRESS:2915 WATERS ROAD,SURE 112 EAGAN,MN 55121 DRAINnur ---PN----too- -nF----soo--- ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE PHONE:651-646.8148 Sheet Title GAS LINE aL -____.....o.------- TO THE PUBLIC ARE THE LIABILITY OF CONTRACTOR. 5. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARYTO AVOID PRO PE THEY DAMAGE TO ADJACENT DATED:FEBRUARY 11,2019 ELECTRIC aE srt PROPERTIES DURING THE ON PHASES OF THIS PROJEC.CONTRACTOR WILL BE 1.3.A MINIMUM VERTICAL SEPARATION OF 13 INCHES AND HORIZONTALSEPARATION OF lOFEET RESPONSIBLEFOR ANY DAMAGES T TIHE ADJACENT PROPERTIES OCCURRING DURING THE HELD SOLELY CONTRACTOR SHALL OBTAIN A COPY OFTHIS SOILS REPORT. SANITARY TELEPHONE ur -----^-llr---^--- BETWEEN OUTSIDE PIPE DIAMETERS IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN CONSTRUCTION PHASES OF THIS PROJECT. (BUILDING,STORM AND SANITARY)CROSSINGS. 11,CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN SEWER AND 6. SAFETY NOTICE TO CONTRACTORS:IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION STRUCTURES TO ENGINEER.CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOP DRAWING 2. ALL MATERIALS SHALL BE AS SPECIFIED IN MM SPECIFICATIONS EXCEPT AS MODIFIED I HEREIN. PRACTICES,CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB REVIEW. SITE,INCLUDING SAFETYOF ALL PERSONS AND PROPERTYOVRING PERFORMANCE OFTEN WORK.THIS WATERMAIN 2.1.ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. REQUIREMENTWIIL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,THE 12.CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR DUTY OF THE ENGINEER OR THE OEVELOPERTO CONDUCT CONSTRUCTION REVIEW OF CONTRACTOR'S EACH STORM SEWER STRUCTURE. PLAN 2.2.ALL SANITARY SEWER TO BE PVC SDR-35,UNLESS NOTED OTHERWISE. PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN,ON ORNEAR THE CONSTRUCTION SITE. la.(REMOVE)F THERE IS NO UNDERGROUND SYSTEM] 22.1.ALL SANITARY SEWER SERVICES TO BUILDING SHALL RE PVC SOH 40 CONFORMING TO ASTM THE UNDERGROUND STORMWATER SYSTEM SHOWN ON THE UTILITY PLAN AND THE OEFA1L SHEETS 15 un Efsrt D.sxisauwrr zFvez wasnErsfMirym D2665. 7, ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THATARE DISTURBED BY UTILITY CONSTAUU10H SHALL FOR INFORMATIONAL PURPOSES ONLY AND OFFICES THE MINIMUM STORAGE REQUIREMENTS AND THE Sheet°wF Mxac°oeuo LEo aamrRoena uo°nwesraerxecazanoxulx ovia°upaxisrwa BE RESTORED IN KIND.SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OFTOPSOIL PLACED BENEATH SYSTEM ELEVATIONS.THE[ONTRACTOR(wITH THEIRSUPPLIER 0R DE51GNEft)SIIALL SUBMIT DESIGN No. Revision I r°unuiurn.°wosu"' pxsuacpxrxanoaspuaL xrznMWenaeucrrounpn oEMZFvsriue 2.3,ALL WATERMAIN TO BEDUCTILE IRON-CLA5552,UNLESS NDTEO OTHERWISE. THE SOD.mMMMPH°VMxL a(FxrylAClwerNF xprllKArION CEXIExtG01NFR5ralFONF NRMWRWelAL1Rf ORAWINGS TO THE ENGINEER FOR RENEW AND APPROVAL PRIORTO CONSTRUCTION.THE DESIGN mxrxacr°xaryppa wat°xrPneronaGxzs roes ruur naroaaneroxxxranpau°MM�es,wnxx Mwreepeurxxzxav DRAWINGS SHALL DEPICT THE FINAL LAYOUT AND DETAILS FOR CONSTRUCTION.THE DRAWINGS SHAH BE xisaxxfn LAwxF sazzxrWLaurexnxramvz Mrca«o nuLxwna NxxmGxouxoaxoavcxnua. 23.LALL WATERMAIN TO HAVE LS-FEET OF COVER OVERTOP OF WATERMAIN. 8. CONTRACTOASHALLBE RESPONSIBLE FOR PROVIDING AND MAINTAININGTRAFFIC CONTROL DEVICES CERTIFIED BY A LICENSED ENGINEER FOR THE STATE IN WHICH THE PROJECT IS CONSTRUCTED.THE lrq 1 a �EazµosFTMox E�oovx sKsaxrowxrfswnxwmfsre.xsoa ryseR,atxonrranewewerawnxsnfvxanaxsae. SUCH AS BARRICADES,WARNING SIGNS,DIRECTIONAL SIGNS,FLAGMEN AND LIGHTS TO CONTROL T14E SUBMITTAL SHALL INCLUDE ALL NECESSARY PRODUCE INFORMATION,DESIGN CALCULATIONS AND d6.01 nv4 no wn�xmest�.aerencvmuownxovinrFlovurmMnlseraEcr ExowEen. 23.2,PROVIDE THRU"LOCKIKG AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAIN MOVEMENT OF TRAFFIC WHERE NECESSARY.TRAFFIC CONTROL DEVICES SHALL CONFORM TO DEODING REQUIREMENTS FOR THE PROPOSEOSTORMWATERSYSTEM.FOLLOWING CONSTRUCTION,THE NORTH rxoveMemsviUvrx auittOFlF axirlWcwfro xrmurFattmsaxe lxilOiFSWMM CaNIUFrrnmlxsMpp°ssa JOINTS PERCITYSTANDARDS. 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I FFE=1005.47 fFE=lOD5.50 CLUB HOUSE: ® ,% .��, T BLflG�.4A CBMH 101 UNDERGROUND FILTRATIONS $TULi I ,+' 1491E-2q" 8 FFE=1005,00 <.O� RE 99BMH99681 - CF 001.42 IE=990.00 S68LF 49"PERFORATED PJPE UNDERGROUND FILTRATION6 ,= -005.14 GFE=10 / ��`�+ _ �' ` ti+ STORM@D.25% QF• IE=993.52 515 CY CLEAR STONE 20,430 CF STORAGE I CBMH 40S - Certification I I I 1A40 IF 36'PERFORATED PIPE 1� \ 1 CBMH 3D313 FIT ;...W f� s,r RE=1004.30 - ti' _ W ce KY 992CYCLEARSTONE JE--a96.73 °UNDERGROUND STORAGE 7 P, RE=1000.57 I Ihere r1 that th is plan,spadfi.tl-¢r 7,985 CFSTORAGE 71 LF-12 At IE=993.12 ^'j'I { 2= ti report wasprepamdby-undermydrrect a 3 wann n° .._._ 1,36OLF24 PERFORATED PIPE STORM@0,74% SOLE-15" 202 LF 36' rl .a �4,_- sup-loon and tMtl am adulyil,,nsed u 106 OF-15' - \ STORM@6.69% T I ENGINEER under the l-cl thestate I J 390 CY CLEAR STONE . / \ STORM @0,gp% •.I prq essgna STORM 00 SO% •y ° r-_;I Y- - <t CBMH 400A _ 7 CBMH 300A 41 ° ° - -I L of Mlnnes°te. I` I -"��J I ¢•. RE=1083.m RE=100D.98 \ \\ t S06 LF-12" -1i7 J I �� [s CBMH 402 IE-995.34 s IE=996.85 .I C�L1 i V I 133 LF-18' ° STORM @ 0.44% _` I STORM @ 0.M1D% n°¢ RE 1004 13 ,K 44 / / a °q I V r _ ° A cBMx 4oD I '! FES 4r \ - I I eric A.Vogel V-- pe _ IE-995,46 - RE 100215 ( \\ I I CBMH 501 CBMN 403 I, n,1 �f� q 3 Y I! 20 LF-21" ` RE=1004.23 T - ,(-{ IF=996 31 fK I CBMN 303C - gRE=10ITSo, STORM@DA0% 35LF 24 r - g a: IE=994.94 1 I RE-99582 - A L_' -1: ne85.a6gy�, 14 Date;4/12/2019 o 162 LF-24" IE=995.55 TORN @025X L," 2 c $' a'- IE=993.59 F-5 - (- T•f ,F -.;L•4 I IE=996.62 y.�, - ` .. -. I'appll naa us rorawet afgned rupY atehH (} '� L_ -STORM@BAD%- 1 "�' -- 105 LF-12" ( ( �= i)F i 4 plan wh'sRBaval6bleuWnraqum,ISambatek% (N) ` -. t' _ ►P 91F-36' STOaRM @1.25% °-d-a-°-¢-°-/To-nL ° a--°-a-�- -- 4.3933 -.. hunaMenka,MN ofOee. _(W� l 1 -..,. _ °... -, - fat n' -._STORM @ 0.25% __. _ �_ _ __ .. -e-q- 40 LF-21"-ud'-_ -�'�>t � CBMH 404 - 351E-3G"ems- 76 LF-36'.- ..-- STMH 401 - -"_-- r - STORM 00.40% I A nE=1004.99 STORM@0.40% STORNI10,25% RE-1a03.40_ ��""'-uql ._._._ - _ __ _.-.-- ---,---- - FE5 Summary - STMHS00 - 651F-21"-. .-_�-._ __-_ __._._._. ---...- -I"_---."_-•I 4---4----- E ._q..__.._.____4 4-.___._4___.r.__4-----4_'"_-----4..__.__.Y-4 __4 q -._Z--."�'.--'-` �-- --4_ 4__.�.., 4 "U0 _:q _ �g� -W.'4' --IE•9aB.61 .-__._._. _--_ -D -FLn•�'aF.^NA1NJc- .un uq- �-'uq __-„"Se'R"-"-nE=1o04.61 STORM@0.4oX_�"-_"- --.----__--' 0 _nC.---s-`-•�_uc_ rq --F° - -- -- -••.,,_,,,e,",",^_,,,.-..,,,.,,.",,,,,,,,...._.,..,..-.�-•-I�,• Appr Ied:FAY Drawn:ug - APProved•EAV Back/Pa e: HUOSON BLVD N __.. PHase:PRELIMINARY IORI91 IS9UB:4/12ry019 .., . ., I � ,,,(r , I .,,1.,,.1 I . „I ,., r ^ s ,, [[... .,, s, , •`PUBLIC'RICHT--OF WA-Y-(VARIABIC.YNDTH)___.__._ ........ - __ _ -"__------ --�•-- -1011.37 SW CORNER,SE 1/4, SEC.. 34 �nri I ___.__.._........ --..._ OF SE0RI4F SEC SR 1�4 •`S-LING SE SEC. Revision Litt 198,52(E,W) /W 9 OTYSUBMTTAL y:•nn•,.•pr_=-zoo:_. „�a----o-•-O---o.-�¢•-••..J-»...u-�...o«�.n,_._p.-_-ac=-.9.�.._:2-__ _._ '-'� __ - _ .__ ._............ ND.Date By Submittal Revision INH EL.=100T.01 LEGEND UTILITY CONSTRUCTION NOTES THE UTILITY IMPROVEMENTS F 2A.1.ALLSTORM SEWER PIPE FOR ROOP DRAIN SERVICES TO BUILDJNG SHALL BE PVCSCH 4D 9. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER.EXCAVATION FOR THE PROPOSED EXISTING 1. FUEL T PROJECT SHALL BF CONSTRUCTED IN ACCORDANCE WITH THE CONFORMING TO ASTM 32665. PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALLBE COMPLETED AS REQUIRED BYTNE CURB&GUTFER - "STANDARD UTILITIES SPECIFICATIONS'AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF - SOILS ENGINEER.THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE STORM SEWER ►►� Q------_py___.__� MINNESOTA(CEAMI,EXCEPTAS MODIFIEDNEREIN,CONFRACFORSHALL OBTAIN A COPYOF THESE 2.5.RIP RAP SHALL BE MrVDOT CLASS 3. SOILS ENGINEER.CONTRACTOR$HAUL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS SANITARYSEWER ►� o---P---4 SPECIFICATIONS. AND SOIL INSPECTIONS WITH THE SOILS ENGINEER, - 3. COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONS AND INVERT ELEVATIONS WITH FORCEMAIN(JAN.) �FM0o (})---6wD•--(',D 1.1.ALL UTILITIES SHALL RECONSTRUCTED INACCORDA14CE WITH CITYREQUIREMENTS. MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY: WATERMAIN 1 0 '•'-"--'-I""-� EASEMENT •`•'•--•----•`- ---•^-�--•---- 1.2.CONTRACTOR SHALL NOT OPEN,TURNOFF.INTERFERE WITH,OR ATTACH ANY PIPE OR HOSE TO 4, ALL BUILDING SERVICE CONNECTIONS(STORM,SANITARY,WATER)WITHFIVE FEET OR LESS COVER ARE COMPANY:INTERTEK-PSI OR TAP WATERMAIN BELONGING TOTHE CITY UNLESS DULYAUTHORIZED TO DO SO BYTNE any, TO BE INSULATED FROM BUILDING TO POINT WHERE 5 FEETOF COVER ISACHIEVED. ADDRESS:291SWATERS ROAD,SURE 112 PAGAN,MN S5121 DRAINTILE -xFF-IFL- --EEE---sa>-- ANY ADVERSE CONSEQUENCES OFANYSCHEDULED OR UNSCHEDULED DISRUPTIONS OFSERVICE PH0NE:651-646.8148 Sheet Title GAS LINE -----°•- 'A-------- TO THE PUBLIC ARE THE LIABILITY OF CONTRACTOR. S. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT DATED:FEBRUARY 11,2019 STORM SEWER ELECTRIC ,� --„ur------•-_ PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT.CONTRACTOR WILL BE HELD SOLELY 2.3.AMINIMUM VERTICAL SEPARATION OF 18 INCHES AND HORIZONTAL SEPARATION OF IO-FEET RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. TELEPHONE °r -----r°---- BETWEEN OUTSIDE PIPE DIAMETERS IS REQUIRED AT ALL WATERMAFN AND SEWER MAIN CONSTnUCTION PHASES OF THIS PROJECT. UNDERGROUND (BUILDING,STORM AND SANITARY)CROSSINGS. It. CONTRACTOR SHALLSUBMIT2 COPIES OFSHOP DRAWINGS FOR MANHOLE AND CATCH BASIN PLAN STORM SEWER S. SAFETY NOTICE TO CONTRACTORS;INACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION STRUCTURESTO ENGINEER,CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOP DRAWING SYSTEM 2, ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HERLIN. PRACTICES,CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB REVIEW. SITE,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK,THIS 2.1.AIL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF TILE CITY. REQUIREMENT WILL APPLY CONTINUOUSLYAND NOT BE LIMITED TO NORMAL WORKING HOURS.THE 12. CONTRACTOR AND MATERIAL SUPPLIER SHALL DLITRMINE THE MINIMUM DIAMETER REQUIRED FOR DUTYOFTHEENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF CONTRACTOR'S EACH STORM SEWER STRUCTURE. 2.2.ALL SANNARY SEWER TO BE PVC SDR-35,UNLESS NOTED OTHERWISE. PERFORMANCE IS NOT INTENDED TO INCLUDE RENEW OF THE ADEQUACY OF CONTRACTOR'S SAFETY MEASURESIN,ON OR NEAR THE CONSTRUCTION SITE. 13. (REMOVE IF THERE IS NO UNDERGROUND SYSTEM) 2.2.1.ALL SANITARY SEWER SERVICES TO BUILDING SIIALL BE PVC SCH 40 CONFORMING TO ASTM THE UNDERGROUND STORMWATER SYSTEM SHOWN ON THE UTILITY PLAN AND THE DETAIL SHEETS 15 mtsuBsusrurumnvana°nnnwsnwx°nmusvuns°aummquwnmrtso.rx°uwmle.Elwuoerin,wxm D2665. 7, ALLAREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL FOR INFORMATIONAL PURPOSES ONLY AND DEPICTSTHE MINIMUM STORAGE REQUIREMENTS AND THE Sheet No. Revision grascrp ss-"zun.q•suxganq uueaixrsmnniP cglsacraxwsgammm�aF rwsrw9 BE RESTORED IN KIND,SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH SYSTEM ELEVATIONS.THECONTflACTOR(WI7N THEIR SUPPLIER OR DESIGNER)SHALLSUBMIT DESIGN wiu�nce unurrmnA^m[caxrnnnoxanwnnsreranrnac*omssxanoncemwelxLrraa[annoxaralc[asnna 2.3.ALL WATERMAIN TO BE DULnTE IRON-CLA5552,UNLESS NOTED OTHERWISE. THE SOD. =12.a[ro(TILT AM woxweraaxracrw4 mr womlu3nx[an°Ngtxusraregnemntn,anesqrp.me DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.THEDESIGN Ann osuarouru,gson wncerow,w..eegxs°°wnanP anuraswunngs�w,ucurnwm a.axas°xcoer DRAWINGS SHALLOEPICT THE FINAL LAYOUT AND DETAILS FOR CONSTRUCTION.THE DRAWINGS SHALL 6E saeueutaw Iza¢a[ouulaxprxessaueamnxgalsnmmaiuxgwsrtouxoaxqqvinx[aab 23.1.ALL WATERMAIN TO HAVE 7.5-FMTOF COVER OVERTOP OF WATERMAIN, 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFRC CONTROL DEVICES CERTIFIED BYALICENSEDENGINEER FOR THE STA7FIN WHICH THE PROJECT IS CONSTRUCTED.THE glp�, J9' mmnunu onoµ sue, SUCH AS BARRICADES,WARNING SIGNS,DIRECTIONAL SIGNS,FLAGMEN AND UGHTS70 CONTROL THE SUOMITTALSHALL INCLUDEALL NECESSARY PRODUCT INFORMATION,DESIGN CALCULM1TIONSAND laP6.02 evenrawolrmenit�x[isnvi Naonnnu mcsriuieeeeuiinm w(»,of,virvnovaa��eoMinEPvmr�renawru 2.3.2,PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAIN MOVEMENT OF TRAFFIC WHERE NECESSARY.TRAFFIC CONTROL DEVICES SHALL CONFORM TO DEDDING REQUIREMENTS FOR THE PROPOSED STORMWATER SYSTEM FOLLOWING CONSTRUCTION,THE NORTH rwkrgeronuauzuurmm�°u,nmesxniexmnsunwm,mrroarosw JOINTS PER CITYSTANDARDS. APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. CERTIFYING ENGINEER SHALL SUBMIT A LETTER TO THE OWNER AND ENGINEER INDICATING THEY O 50 IY,rxgsrrv,[xrso�O=M meruws OBSERVED THE INSTALLATION ANo THE INSTALLATION OF THE STORMWATER SYSTEM WAS IN Project NO. 21654 2.4.ALL STORM SEWER PIPE TO BE SMOOTH INTERIOR DUAL WALL HOPE PIPE WITH WATER TIGHT CONFORMANCE WITH THE CERTIFIED DRAWINGS,GASKETS,UNLESS NOTED OTHERWISE. SCALE IN FEE aw l2 Ml9-kl3wn Vsnzwnry l:Vno,raNh65x1CMKNRffittn4^163.C6LntA". Sarnbatek ` www,sam6atBk.com 12000 WhItain ter Olive,Sulle 300 Minnetonka,MN 55343 4'PC.CONCRETE' 763.476.6010 telephone 763.47139532 faaslmlle EJ:glsee''ng I SLnnyl^B I Planning I EIMlEonnnotal A Client CONTINENTAL 4"P.C.CONCRETE 4`4'WIDTH 483 FUND LLC 2A0%MAX W134 N8675 EXECUTIVE PARKWAY q^cross 5 M ENOMONE E FALLS,WI 53051 SECTION 1/2"R f�a" A-A t 3"R 1/S'R ^„ f 3"R 1 1 GENERAL NOTES FOR CONCRETE CONSTRUCTION: to '. �u R a i s� 1/2'R'+•, SLOPS 314"PER FT SLCF1 0.•PER R. BITUMINOUS 1. THE CONCRETE SIDEWALKS SHALL BE CONSTRUCTED IN AOCORDA14CE WITH Project 2"2"'+'•'•'',',••' -'. 2"2"' ' •''.•0. " THE REQUIREMENTS OF MN/DOT"STANDARD SPECIFICATIONS FOR CONSTRUCTION". S/P�RINGS AT f 2. SIDEWALKCXPANSI NJOINSSHALLOINTS SHALL E LOCATED AT 5 FEET ELOCAEDATAMAXI MAXIMUM LAKE ELMO WEAR COURSE SIDEWALK CONTROL JOINTS SHALL BELOCATEDAT AMAXIMUM ER LDO FEET ON CENTER AND WHERE SIDEWALK ABUTS CURB,STRUCTURES,ANO BASE COURSE OTHER FIXED OBJECTS.SEAL ALL EXPANSION JOINTS.BROOM FINISH SHALL BE 6" V. 12" AMINIMUM OF4"OFCLASS5 S'MIN a" le" A MINIMUM OF4'OFCLASSS PERPENDICULAR TO THE LINE OF TRAFFIC. SHALL BE PIACEO BELOW THE CURB SHALL BE PLACED BELOW THE CURB 2-V4 REINFORCING RODS AT LATCH BASINS 2-#q REINFORCING RODS ATCATCH BASINS 'THE THICKNESS SHALL BE INCREASED TO A 20 FEET IN LENGTH,CENTERED ON THE STRUCTURE 20 FEET IN LENGTH,CENTERED ON THE STRUCTURE MINIMUM DEPTH OF INCHES AT DRIVEWAY CROSSINGS, U1 6612 CONCRETE CURB&GUTTER OZ B618 CONCRETE CURB&GUTTER C33 CURB TRANSITION 04 4'CONCRETE SIDEWALK Location N.IS, N.T.S. N.T.S. N.T.S. LAKE ELMO, MINNESOTA 9955 HUDSON BOU_FVARD NORI H J 1 � ACCESSIBLE J I PARKING SIGN INTEGRAL Certification WITH ITH BOLIARD a SIDEWALK CURB pp SEE DETAIL SEE DETAIL here q r ' 4. +.'P a� a.• ' •� port wasrpreparedhby roe or under my dean up—Islon and thatl am aduly licensed L+' a•f •,.i.,'• professional ENGINEER Underthe la ol the state am of Mlnnesuta. STANDI ANY SIGN FREE PARKING STANDING IN "> a P ASPHALT PARKING VEHICLE ID 1` S'P.0 CONCRETE' LOT SHALL BE REQUIRED IF MOUNTED AS UP TO 20D FINE A Z A -` SHOWN. j� ReBlstrtbo r�B14 Date:4112/2019 FOR VIOLATION b IfapPll taq Us fora Wet slBned copy oithls A STANDARD MN DOT oo��s Ttl VAN SIGN NO.R7.6A PlnnwhlZLTs arallable upon raquest as sembuss" uIx ACCESSIBLE Mlnnetenka,MN office. Z St WIDTH PROVIDE VAN Summary ACCESSIBLE SIGN AT 4"P,C.CONp1ETE RIGHT HAND s� STRIPING-4" Desigped:EAV Drawn:oL 2.Oy%TA DISCIIARGE PARAICNEGS 4'aq•STEEL TUBE TRAFFIC WHITE B ApprgVed:EAN Book I Page: :'�.f,•'� (SEE SIGN DETAILS 1hase:PpEUMINARY initial lssue:4/31/2019 - THISSHEET) PLAN VIEW OFADA PARXING 4"DLAsss 36' Revision History SECTION 6.0 SCH.40 STEEL STANDARD ACCESS STANDARD NO.Date BY SUbMittal/Revision A-A PIPE-FALWITHCONC, STALL ADASTALL ISLE ADASTALL STALL 4IW2919 CIIYSUBMITTAL -- AT ALL UTILITYTRENCH CROSSINGS,2#4 RE Nr onclNc GENERAL NOTES FOR CONCRETE CONSTRUCTION: RODS SHALL BE PLACED IN THE LOWER PORTION OF PAVING THEGUTTER;RODS TO BE 2D FEET IN LENGTH. L THE CONCRETE SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH O OF 930 , THE REQUIREMENTS OF MN/DDT"STANDARD SPECIFICATIONS FOR ROO.FINGFING FELT CONSTRucnoN", SECTION A-A 2. SIDEWAMCONTROLIOINTS SHALL BE LOCATEDATS FEETON CENTER. TRANSITION INTEGRAL -� FER FT. S]OEWALKEXPANSIDN101NTSSHALL RELOCATED AT MAXIMUM OF f00 'f, i^— PAVEMENT TO FLUSH SIDEWALKCURB 3Ih" FEET ON CENTER,AND WHERE SIDEWALK ABUTS CURD,STRUCTURES,AND WHITE LEGEND RED BACKGROUND I _ WITH SIDEWALK SEE DETAIL +• OTHER FIXED OBJECTS.SEAL All EXPANSION JOINTS.BROOM FINISH SHALL RE -` TI• a r •,:•'••, 'n 0. PERPENDICULARTO THE LINE OFTRAFFIC LS' - "F GMNULAR BASE t'J• „a<+.r —`�- X.) ••e t INTEGRAL Sheet Title '7HE7HfCNNE55 SHALLBELNCRTfSED To q 36"X 36n°STOP"SIGN SIDEWALK CURB MINIMUM DEPTH OF INCHES ATDRIVEWAY .�-� CONCRETE CROSSINGS. SEE DETAIL DETAILS SECTION B-B 05 CONCRETE SIDEWALK a 06 STOP SIGN DETAIL 07 ACCESSIBLE PARKING SIGN OS N.T.S. ADA PARKING 09 CONCRETE VALLEY GUTTER NS.S. N.LS. Sheet No. Revision C9v®1 Project No. 2.1654 I I ADDRESS NUT ASSIGNEDbalek 1 DFS-LAKE ELNO LLC www.sambatek,00m _ ➢-°-c o-o-o -°-°-o-o-o-P-°-P-P s °- °-a -o I I + + iL + + t I ff 12800 WhllBweter Drive,SuIL9 300 Minnetonka,MN 55343 I-------I__.----I---._I__.--._.. _-...._..I ._I, -I �T I_. _.I-__-__-_-I -- - ---I -I- - - ---I--- -I-- -�I ._ u en nY e I __._ _ I 1 Enpineerinp I S tveylnp I Planning I E Imnm tKBI Client I o 0 0� _ 2=::i• c I B CONTINENTAL_ ~ _ 620 620E 20E B20 2oE 46 L G 1 A I 483 FUND LLC LDG DG DG 8 DG 1 FFE=1003.00 S FE=1006.65 • FFE=1006.35 FFE=1004.85 's:: _ FFE=1003.00 ' GFE=1002.67 _ t •:.:• ::is .;•.- FE=100 - ;.;j GFE=1W6.02 :1004.52 GFF=1007.67 W134 N8675 EXECUTIVE PARKWAY - o I o- 1 1 4 ME NO MONEEFALLSw l5305 19B 1 �t ••:•;•:�I FFE-100300 _ I•cti�:� I• _ .67 I 02 B20E ?, B20E 820E 62 II i DE q€ Project ° BLDG6B BLDG7B r DIG 1 , ' G 1 SPRINGS AT I g F =1006. 0 F 1U04. 0 FF =1002 5 F =1002, 0 t11y-I I -I - - F =1005 7 r- =1004. 7 =1002 =1002 I 11 LAKE ELMO • t•', QO Y ---- < - ---4 4- <_ --i f ,.----_- location LAKE ELMO, FFE=1002.20 O O MINNESOTA Via•• f, GFE=1001.87 YT 'I B2 '„ i "' ::` I -' °° + NORTH 9955 HUDSON BOULEVARD NORTH 1. BLDG 3A ai <°. sfz•`:•"''%'; ..°�0: 0°.!•,?;�: � ' D so 100 II I -;"' FFE=1006.20 y'•t DE `h, `�;.: 82 _ ^'' - OE -- __ _ SCALE IN FEET I I GFE=1 05.8 BLDG 14A i1 i _ qr G2B BLD CLUBHOUSE _� _ .:; :+ •� _�. '•"r•�,x•.:• FFE=1005.47 FFE=IDOS.SQ �" _ eJ O FFE=l0U1.75 -005.14 FE=1 FFE=1005.00 d SOD SCHEDULE i = 001.42 01 .� GROUND COVERS CODE BOTANICAL NAME/GDMMONNAME CONS CITY Certification - -P tits+aye}'•y°TUR HIG Ihere6y certlty,that this survey,plan➢r repartwas 6 I `+'+•;*:'t•++n#i-+' TurF S°d Hk;hland SDd/Sod SDd 76,939 sf - R2 r.r a.+.,.+++♦ prepared by a duly 1ANDdiredsupervlslPn .�\\ •°D. and that lamadul LlrmudlANDSCAPE I ��:'�:'•:':` \ 0 - ARCHITECT under the laws°f the State& A } KIAinnewts. A 1 _`a---' �� I TREE SCHEDULE Q►�l` }• - I TREES CODS BOTANICAL NAME/COMMON NAME COW CAL SIZE (in Y' - •1: _ �F William LDG - \ w yam'=" -'b6 _ \ �• CM Acer Iree 8 pe RsglztretI- 2 Da I li � /_-.".-G-�• .-- r-_..__•____I- __.._ I --__ �- �_.._. //�\ % manB'ArmStfoPB/AIfM[ron Freeman Ma I B&B 3"GI. 21 te:411212019 't / tt This e�ye , °-hea rta lg-s ilnblue NB Ce Islden Is C°m mnHacNbey B&B 3"Cl. rnk, f-stsl dmpy°I ._ _ `0 5 this WhIdl In lI negtestrt Sambatek.Mlnlnka,MNeRre• g � Summary / --'TR_.--,-,,,,_,•W,-,-_.-,•yR_-_„-,__-_*,,,-f a/'� GB GlnkAo blbl+a'Autumn G°Itl'7M/MaldenhalrTree B&B 3"Cal. 19 1 2L �(�+/+ 0e5lgped;EAV Drawrl Appr-wdl EAV nook/Page; .._�-.-.___.. _.�._-.__.-._____-_-.._-.�-..-._-._-,,._,-...-__._-_-_-______.._..-�_____...--__..__-'"'.at +r-'_,_r-_"_Ti--'-.----,_-____________-...___-___.__-_-.__._M_.'�...•-"ln-__.:-^_.-_T_--_-r-=_--__'•__•m.__Y_r-� .__r_____.� _-e-U-0.1iIGF1T-OF-_I_.YAY(V-_A_i�tIA BL�__-Y-_-_-_- __ _______-=__�_,_.,__•„_.__,"_,_____-__..,.___-__•__•..-r�-.x��_.___�,xa�••.-t_.-_...a_-i-r-____+u..u._a.___.___._�a-._E_a.--__�_w____.-____.-�,.- --- � 11 - J{ IN Gled¢a tdacanthm'Im➢eda'/Imperial Henaylacest B&B 311Cal. 12 Phawpt LMMARY Initial Lme:4I12I2D9 kpJfp-DLVDiV- "` - ----------_- H On . Revision History _LEGEND LAKE ELMOT MN LANDSCAPE CODE /ram KCtrymn°tlae.edralra•rprsse/KelR.ekye°Ree<ree B&B 3"cat 12 No.Date By SUhlDlttal/ReVlsloD ��J�} 4 11 212 0 2 9 gry6USMNYAL PROPOSED EXISTING 9D QuettuS brool➢r/Swamp White Oak B&B 3"Cal. 14 PROPERTYEIMIY STANDARD DUTY + CURB&GUTTER ---- =----•-= ASPHALT PAVING MITIGATION FROM TREE PRESERVATION PLAN EASEMENT ------ -- REQUIRED RP Ouemua mburawareTLong''/Reaal Prinm Oak RIP ICe1 15 HEAVYDUTY COMMON TREES[46"@3"TREES} 15TREES BUILDING •�•'x'•�s'6• ASPHALT PAVING 2''. a: ODNNER TREES(149"@ 6'TREES) 50 TREES + RETAINING WALL 000000030 HARDWOOD TREES(129"@ 3"TREES) 43 TREES BL T1111 amedca°a'a-levard'/Boulevard when B5,3 J A 9 WETLAND LIMITS --111.---' CONCRETE PAVING � TOTAL 1087REES TREELINE 'AJ�a-/SIGN CONCRETE SIDEWALK SETBACK AREA LANDSCAPE REQUIREMENTS REQUIRED PE Ulmw amen-'Pdnoet°n'/Arced-Elm B&a S"Cal, 16 TM21PIPEBOLUSRD ® STREET FRONTAGE(1100 FT/SO=22 TREES @2.5") - NUMBER OF PAn KING ARCHITECTURAL (22X2.5e°55"@3"TREES) 187REE5 Sheet Title STALLS PER ROW CONCRETE DISTU RDED AREA(17 ACRES X 5 85 TREES 2.5") CONIFERS CODE BOTANICALNAME/COMMON NAME CONT CAL SIZE QTY LANDSCAPE DETAIL = @ KEYNOTE ® 85 X 2.5"=213'@ 3"TREES) 71 TREES NS Pra ablaa/NArwayspruce e&a 6• 1B TOTAL 69 TREES PLAN O CHAIN LINK FENCE -u-o- PROPOSED PLANTINGS AP Plnus Nara JAuddan elarh ulna B&e E' 19 REQUIRED PROPOSED PERCENTAGE DECORATIVE OVERSTORYTREES 125TREES 74% 4' WOODEN FENCE -O-°- CON IFEROUSTREES 44TREES 26% AIRCONDITIONING l] ORNAMENTAL TREES* 15TREES wP Plnusstmbm/WM.Pme S&S a• n UNIT TOTAL 197TREES 169 TREES NON-STEELEDGER ------ SHRUBSAND PERENNIALS 1,449UNITS ORN.TRFES CODE BOTANICAL NAME/COMM ONNAME COW CAL SRE CITY Sheet No. Revision *DOES NOT COU NT TOWARDS REPLACEMENT TREE TOTALS. � SO Arad...hle-r.densls'Aummn erilllance'lAanumn Brllbrma servbabmry B&B 2"01 9 1L Syrllsga rats.lata/Jr➢an...Tree lilac B&B 21W S Project No. 21654 apr aymra.3•�.ml.ue,xas•IYcYa°r[*AauzKae�FNnlSieeolaasru.uwuw•s o----o---�o---Q—o- _r..,-- LEGEND ..,. c}# •n-a!i:+.:�• ,. K- PROPOSED EXISTING PROPERTY LI Sambatek I i +e-Ir<{��,�+*,.,I{;ry♦+`�i a+,++ ++{3r-aF�_ -..J` .,-.f`/ '•v.- jw ''..r1' MIT STANDAR��_� D DUTY �` [UR8&GUT7ER ------- ASpHALTPAVING ;'Yf, •a+ri.+��+fit: 13 j EASEMENT ------ ---------- www.sambatak:com tl f-F.LL-._ HEAW Dt71Y _ _ _ - - -- --- — - - BUILDING `�= ASPHALTPAVING 12800WhltewaterOrve,SUIte300 !y Q Oq ? ..__ .._ " '�—�""_ --`' =' �''' Yk._..._._..►Y...._.-__._: --Fk' RETAINING WALL aaa00000a --..- MNnelonker MN 55343 Q I;°' _ °- - WEFfAND LIMITS --R—•- CONCRETE PAVING 763.4715.010 telephone E.-.._.__ f_ TREELINE 763.476.8532 fac8lmlle O n r..t..+..n.c. PIPE BOLLARD ® YEA p SIGN T CONCRETE SIDEWALK Ineerl ISurva IPmnnin IEavlronmenkel Y I # 1 \ OL{;fir+ -I Fii hI ♦�I F+ O�, I K nl7p 4 CPU +,r p +++ • � NUMBER OFPARKiNGKKARCHnECrURALClient ,� 0tlfl� . + +i QtJ E70 O QQ t STALLS PEP ROW C17NCRETE KEYNOTE %% CONTINENTAL DETAIL' A+ B2®//�� Y ` BLQE {a 20 , it CHAINLINKFENCE —o—o— 483 FUND LLC LDG -fB i+ -F' +�+ DECORATIVE �`r"i >r++++ DG _ + a• +F+ + DG O �41,-;w _ -____ WOODEN FENCE + r +�` + + .• O r. AIR CONDITIONING uNrt ❑ W134N8675£XECUTIVEPARKWAY FE=1006r65 = x+++=t I FFE=1006.35 `.*` r; `� F FFE=1004.85 " +,.++'{ ti i++*+Y^_ MENOMONEE FALLS,W153051 FE=100 + GEE=1006.02 .+{ , +f:i GEE=1004.52 ,+ . NON STEEL EDGER ---�- I + .-{*A++ ' Y � n.r,+,l O• O I'+}ra+ 4F.. . , .. � � I;++ I o_" ct ,'++I+r e +♦'�A fl> .w i+{+1'+.,: «tl ,++,{ ,{,`+s Q G• ++{r '.+,+:r. •tl +'!�+. Pro eK. PLANT SCHEDULE SHRUBS WEST � I `o: �Q7O4•q � - >;j§.+ ri! ai �a .. �. SHRUBS CODE BOTANICAL NAME/DDMMDN NAME fANF CITY SPRINGS AT J'* � +Fa++y 1• f•• ':F++ a' +-.{a* �� *+ F r+ ++'.a +I Fi F ` -T�{,+,,;+ ++'+++++'++ CO Carnn$seHma'Alleman's Compa<t•lDwaH Red TWlg Dogwood SSeI 18B ,';,,,, Q,a .++ :: •F+{ , + 1 + + * ++*,++ , ++F F �. a - LAKE ELMO qtl a•+ a' Sq�'{ fl fl' a++ +*+ F- F{ �3t Ji+,;,;�+r l+++-- -«ij ++ fl' , , . s ♦ +�dG O a �;tYthr}��+` + 5 +{�.hQl7 fl �++}'+t++ + I+. ;f � O CE EuonYmus alatuz'Campaetus'JCompaee Burning Bush $SeI 55 I J, •fl rF _J ^� '++ + ++ -",li. LH Hydrangea p-laleta fane'l 11181 lime Hydrangea Sgel 97 \ + 131-1`000 is+44 I- lkJ' B20E t+,°+r -F+#*- ° BZOE O 81 whin.'Bruadm •/B-dmoor Juniper 5541 31* BLDG 6B BLDG 7B F MK YHngpatulaMi"Ki /MI,,KlmUl- Seal 16 =1004. o O Locationti F =1006 o LAKE ELMO O Thup ocddeMalls'Holm trup'/Holmnrup Cedar IONA 210 1 - -I - - -- -- ---_ F =1005. 7 ++ F =1004.27 NA - = ;+1++ MINNESOTA -+ { $a4 +1+ ❑O ThuIa ddettalis 7e<hnY'ITe hnY Arbovrae B&� 80 9955 HUDSON BOULEVARD NORTH ------• � 13 GRASSES CODE BOTANICAL NAME/COMMON NAME OONF OTY I (]_ I A • "�++ a A+a+, r, {+a a �{ KfG Calama9rostlsxacutlllora 1arl FQe Ater'/Farther Reed Grass 2gal. 161 I I 7J .. + ? - 1pJ - � 4 44 4- _�_ .., t.,:,- _�...;•,._ wF/ r++ I ' PERENNIALS COPE BOTANICAL NAME(COMMON NAME CONT OT Y RO QO -_----_* Certification LRS Parovskla atrlpllclfolla'UIUe Spire TM/LI10eSplre Russian Sage SKa1 126 I hereby certify that this survey,plan or report was m e or under my on -;,., - _ _ .��---- and than by direct lsI na duly U.-dlANDSCAPE Mlnnesok.Minn ba,under the lass ofthe5tate of +{++ + ,�+ .,rF { S �� - a +�+ +.♦=-1•++++ + ''Ft""�� * f1 F, �r I �-- ,OQ°Q°o•p° Q .,y::3. __ ♦+;+i '> i'p tl� ": .Ft+ \ I WRIIam LDea _ + F.r�+ A OQ ��-+ ❑. +' \ IIf F++ ++ '_a+ Tldslseteral�lo is notvlid uM we ss cs2/2019 ue }++ { �= + + + Ink Ito Table,wn ac us Nor a wet zl ea opyof It I �4•t#+y+,F+. B,.a Salmhelaak MhnneronkallMN OHtce. quesf a[ + + LJ13 Summary * BLDG 3A `+l-+ I +;+' -tl i+ __ ! + 1 Desinned:EAV Drawn:CIL # ,--'. s�'a r+t a♦ v `' I ` Approved:EAV Book J Page: Phase:rReuMNARY Initial hsue:4/1a/zote FFE=1006.20 — ;,, OE # ;+ :{+ BZ 1 ' i( +♦,,.+ : GFE=1 05.87 —BLDG 2B r {{'++ BLD Revision History +{ -►`" "' No.Date By Submittal/Revision +; CLUBHOUSE+ + (' ❑ . 4112/2019 CITYSUBM17AL +<< �+ ++A FFE=1005.47 FFE=1oo,; ❑ I x.�• ; + + r ❑ FFE=1005.00 I tlfl ^*+ EE= 005.14 ++ GFE=10 >t+ .y t• - I ++ a ra *a'Y 93 I \.,, +'-, a -_ FF++++ -a u+, �} a ++ {+ {♦ + _ ++ - + I 7 *♦*i+F*+* + F+-+*+ n +�IY {{ #r.-q p {+� Q ° t R 4... .: w ti,' ® Sheet Title tl ° I f SHRUB PLAN L ROQIIF r I ++ 11- -. ie• WEST ++}} .., • \ - +�'+++++ _,._..._... L + �+ �""'`� .tee + +, ;F+*• I * ILI_ - ''' :*., Sheet No. Revision I 44 rc_-.-.-..—nr _c�. ��Fy :� +t+t+aa t ,E:b++;•.+ '+ NORTH +,*� ,/ - `•fib-':0 30 60 SCALE IN FEET Project No. 21654 ry.::.nls.z:snFm-w,.xua.n{oPnout{AntaAcnoyninsnraslvu,+s+u.'a<re ----- -- -- -- -- - -- -- -- -- -- --- -- --u -- LEGEND O—o—O—a—O—o—o—o-----o--�--0-0-0—°— O—O—o—o—a—o- -o -- • PROPOSED EXISTING Sa�nbatek PROPERTYLIMIT -- STANDARD DUTY CURB&SUTTER --- ASPHALTPAVING www,sambatek.com _ EASEMENT HEAVY DUTY _,. " - rr..l+ Do rMs WLDING ------ _ -'---`-'- ASPHAL7PAYING 12800 whitorwatu Drhm,S b 300 - - i-.11La - P _.-._ RETAINING WAIL Cmccxx xoo ._ _ _ - _ _. _. --!►�.__.___yy•, - MIS - CONCRETE PAVING WETLAND LI -al - ',•, •:; 783,476,60132 0 teleph011 __-„__-• TREELINE v au.�v 763.476.85taDBlm D SIGN T .. Engineering I SBrvaying I Planning I Environmental CONCRETE SIDEWALK I PIPE BOLLARD NUMBEROFPARKING ❑ Client 0 + >++o°+ 00 `L:, 1{ STALLSPERRDW `°"`' '"` CONTINENTAL KEYNOTE O °°O a++ DETAIL O CHAIN LINK FENCE 820E r 483 FUND LLC —n--°— 5 ti, B20 i +i++"+'« - �'' ~ DECORATIVE WOODEN FENCE °p , O DIG ,. --n—n - W134 N8675 EXECUTIVE PARKWAY AIR CONDITIONING FEE=1003.00 UNIT MENOMONEE FALLS,WI 53051 + FFE=1003.00 ;+:iit� GEE=1002.67 .5+ + , * NON-STEELEDGEq GFE=1002.s7 '} i3O ai - ,p O i ++ylf E'a B!� E •++i+++- - 4 1+4� ° i - °OI+++ FY �'a+�.� ° +ILL+. #+, ° fl{I '..w- Project "� � — PLANT SCHEDULE SHRUBS EAST - ;i?QA a ,+++t, ,+,+ a a s.4t+ ,C :.++:+:.t:=a. _:**'a+ .t BLDG 96 „~ ', + .py+ + ; ,t.'.:;° ' a. ;I , SPRINGS AT I4aa -+ a + --s r+ ii+,+a+*++,�+ -d,:a ++.+.'•^ *+ , SHRUBS CODE BOTANICAL NAME COMMON NAME WNT QTY __ 1-•,i. t+{_. ..,4?!G'•: „4,F :f.^ ,y. .Yt, FE - _ rg•:-::_ _ .r t�. ',li:�+_ +�'•; + 4a +1+++•+ °M4, --F4- F++ai+ 4. ,Y+Ta,+}'4 +M�Y 4T - '++}++:+ ,+"+"'+++�"+`i, _ -t .`•i•+' *�i'+*« +'i'r'+t` .;+"' -+.*.'+.',�t;+, +a++t,. + � r.,t••-' CD Corpus sericea'Alleman's Compact'/Dwarf Red Twig Dogwood Sgal 114 FFE-1003.00 +* ,+,+ a a+, *+� ,, ,p + .: LAKE ELMO I ° _ F Wl*y,+�L+l•. p - ras"Mid"a;+ia ° [] +'4T` «t- + +++.+ +.} .° •+�°°° - ,y ! O+ !! - 02.67 +++ i-i-Q�O °� .O1 ++i _+I,;+.{+i �p +++}'.T++ ° +�, y I + r F, r 0 CIE Euonymus alatus'Compactus'/Compact Burning Bush 5gal 16 pa P.i-1 i I f41 i -I �i�+*a+a+I + _ a ♦. � +:,',;,L+.. � - LH H dran ea anlculah'lane' ttttle Ume H dran ea 5 al 72 I B20E t:+i.+ ++++,.,:, B20E o BLDG 1 A LDG 1 MK s a ca+n +�+,• s - ,�, yringapatula'MIssNIm'JMissKlmLilac Sgal 17 Location t *J + ++ + + ,+ y p{+E+-T k $ 4'+ .fig FF =1002 50 , +,; S F =1002.50 • I LAKE ELMO, HA Thu a occrdentalls•Holmstru -�Ngyp+ ,+ F =1002 1,-+i*+ - 1 p'/Hoimstrup Cedar 10 gal 184 MINNESOTA F =1002 ` } GRASSES CODE BOTANICAL NAME/COMMON NAME CONE CITY 9955 HUDSON BOULEVARD NORTH s: A ::x V P°E7° �� _ + +.+ °° 4t� °°° ©O _ ❑ ° l,,d� KrG Calamagrostls a aculiflora'Karl Foerster'/Feather Reed Grass 2gal. 99 ++ +i � .AA' -- -- - - - -- -- --- i — Certification t .� .. .. - �'a+ thereby mifPthat this survey,plan or report was F-1✓v } • + ° .a+ F««. !• -v +,, 00 ,,i ^• A I prepared by me or under my d(recl supervlsron and that I an,a duly Used LANDSCAPE .rca!}li 3, I --,,t•. d� - - s! ARCHITECT-underthe lawsofthe State of 4}b .;•, ,`a+. 5++. +++ ,i++ 100 ,,a _1 Mln man a, 620E Do ° Re Ishatlq 2 Date:4 12/2019 a of +-� Thle ceA Is nat.alld unlesswetslgned In blue .;'' r`. a. - FFE=1002.20 '"T '� ° �. Ink.Ifarp�Icablu.wntact ns rnrawet slgoad ropy of .: +lI +*•�•i„^ /�°�\ {/'�� Sambat.k MIrmm nka MN ofn.. :it•, f �+tt+� 4 — i' + 1 I ( • I • thk surveywhldvts arulfeble upon requestx GFE=1001.87 ,�:+,•;.. \ ✓/ \�J/ \ rr I °o tot}F ;.+,. °°oo + Summary +f! �o '+}�ek+ � �+ I+�+y_` Designed:EAY Drawn:ca OFFp +" ++1 ++ O 'i. +++°OO+a-i•_r• 1�++ I + Approved:Tav Book/Palle: ,{, + •+ ++ +-++++ , + + + (�,Or, + + '" + to, Phase:PREDNINARY Initial Issue;4/17/2o19 -T r B OE -- -- -- ----.. - - Revision History �sf. ,Fr,r 1'K rs.-5 '=i ..:�f.F `. -I r ,�+tali .I t� + • a_ > BLUG q A 9' - No.Da=te�By Su7bmgtta�A Revision �� L�TII JI t7 1FF +*a{ e� FFE=1001.75 •�� F1E=1001.42 ` 13•+L313 I - SOUTHEAST PARCEL DESCRIBED • / �„ p PER DOC. NO- 4041879 (24) + \ S \ .14-029-29-21--43-0006 Sheet Title. (D 9730 HUDSON BLVD N / SHRUB PLAN —AAL-M?+-GH�F BREMI—L C----__ I �—--- EAST Sheet No. Revision �m4 � • _ NORTH�l— ...._._._... LZ.o3 0 30 60 Minton - SCALE IN FEET Project No. 21654 aa.l;auP•a:14.••lar:tllthry LY0.0![CISNIRtIGnttNit4rcLA}IK9I1•LNIp.G,a NOTE: :S�mbk CONTRACTOR SHALL MAINTAIN TREES IN A PLUMB POSITION 7HR000HO LIT THE WARRANTY PERIOD,IF STAKING 35 REQUIRED BY SITE CONDITIONS, CONTRACTORTO www.sa m b ate k.co m USE2 OR 3 STONE METHOD WITH 1' WEBBING AROUND TRUNK OF THREE(NO WIREOR CABLING TO BE USED) 12800 WhlloYater I Su Be 300 WRAP TAFF TRUNKS PER NOTES. Mlnne[DnMe,MN 55343 703.476.0010 telephone xD 703.478.9532 Iecsllnlie 1l1"HAHLRWlRE CLOTH,MESH CYIINDEK D'OIAOR CHEATER N 2a•HT..STAKE IN PUCE NOTE: EIgMBBrinA I Surveying I Planning I EnNronmental INSTALL TREE WDH POOT FUSE VISIBLE AT TOP OF REFER TO EXTERIOR PLANTING SPECIFICATION THEM BALLREMOVE SOIL IN LEVEL MANNER FROM PREPARE SOIL FOR /'�TOP OFRDOTBALLTOEKPOSE ISTJ/Y'ORIANERMAIN THE ENTIRE BED INSTALL 3"LAYER OF SHREDDED HARDWOOD MULCH,DO NOT Client ORDER ROOT IF NEEDED.SETROOT DAIL WITH MAIN PLACE IN CONTAR WITH PANT LIMBEAR ER ROOT I•A90VEAWACENT GItADF.DO NOi INSTAcov TOPhYFROFHftFbMHSOR. PREPARE SOIL FOR -INSTALL 3"LAYER OF MULCH,DO NOT PLACE IN 6• CONTINENTAL PLACE N3•AULC OFMNEDOEO!AHTHDOBMULCH. EDGECONDITION ON, PLACE NO Mulcx IN cnxrap WITHTHEE T4uNR THE ENTIRE BED CONTACTWJ SHRUB STEM REFER a� REMWE➢URI P,TWINE,ROPE AND WIRE FROM APPLY PRE-EMERGENT HERBICIDE M HALFOFMOTDAIL OPWP EDGER,REFER TO PLAN AND SPECIFICATION 483 FUND LLC DUILD4•HIGH EARTH SAUCER BEYOND EDGE OF �•EDGECONOITION VARIES ,.r ,. _� "a ROOT BALL EE PLA EDGER,REFER TO PLAN ANO SPECIFICATION { T•-1 EDGE CONDITMVARIES /•• 7 PACE MOTBAOORIINNSTURDEDOR �' LOOSEN ROOTS OF CONTAINER GROWN �z �IJ' LOOSEN ROOTS OF CONTAIN ER GROWN PLANTS [OMPAQFD OF ROOTBAEXCAVATEPLANTBEDMIN.4'DEEPER THAN - MENOMONEE FALLS WI53051 UNDISTURBED '� ^ , L S[ARIFVSIDFS OF IMEPAtMTH SPADE BY NAND T - � - w134 N8675 EXECUTIVE PARKWAY wecRAOE 9 .,I - m TO BIND WITH PREPARED WIt ROOT BALL HT PLANTING SOIL PLANNING 5011,REFER TOSPECIPIEATIONS.COMPACT 11 45% � `' d"';-^'! SCARIFY SIDES AND BOTTOM OF PLANTING BED -4`n.Y- SCARIFYSIVES AND BOTTOM OF PLANTING BED WITH SPADE ' DIG PUNTING PR4"RI6 OFMAX.DRYUNIT WEIGHTACCORDING3DASTM D09K WITH SPADE "Nr UNDISTURBED SUBGRADE DEEPER THAN ROOT BALL TAMP SOILAROUND ROOT BALL BASE FIRMLY WITH FOOT UNDISTURBED SUBGRADE PRESSURE SOTRAT ROOT BA LL OOTS NOT SHIFT TREE PLANTING DETAIL 2� SHRUB PLANTING DETAIL PERENNIAL PLANTING DETAIL Project L1.U4 u4„_V-O" P-01 L� ;/B"-r-0, P-02 ` 1/2•=1,-0„'� P•03 SPRINGS AT -NOTES LAKE ELMO GENERAL NOTES: 17. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PAIORTO PLANNED 1. THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTING DELIVERY.THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN CONDITIONS RELATING TO THE NATURE AND SCOPE OF THE WORK. ADVANCE OF BEGINNING PLANT INSTALLATION. 2. THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE 18.SEASONSJTIME OF PLANTING AND SEEDING:NOTE:THE CONTRACTOR MAY ELECTTO PLANT IN ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. OFF3EASDNS ENTIRELY AT HIS/HER RISK DECIDUOUS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, 19.1. POTTED PLANTS: 4/1-6J1;9121-11A REGULATIONS,AND PERMITS GOVERNING THE WORK. 30.2, DECIDUOUS BB: 4/1-6/1,9121-I111 4. THECONTRACTOR SHALL PROTECT EXISTING ROADS,CURBS/GUTFERS,TRAILS,TREES,LAWNS AND 18.3. MGREV EEN POTTED PLANTS: 412-6/1,9/21-I111 Location SITE ELEMENTS DURING CONSTRUCTION.DAMAGETO SAME SHALL BE REPAIRED AND/OR 18,4. EVERGREENCVERGREEN BOAT 4/1.5/1J9/21-11/1 LAKE ELMO REPLACED ATHOADDITIONAL COSTTO THE OWNER. S. TURF/LAWN SFEDING; 4J1.6/1,7120-9120 S. LOCATEAND VERIFY ALL UTILITIES,INCLUDING IRRIGATION LINES,WITH THE OWN ER FOR 19.6. NATIVE MIX SEEDING: 4/1 5-71201 9/2 0-IW20 PROPRIETARYU nLITIES AND GOPHER STATE ONE CALL 48 HOURS BEFORE DIGGING.CONTRACTOR 19.MAI N IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. MINNESOTA SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME.NOTIFY PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTILTHE INSTALLATION OF THE 3 THELANUSCAPIs ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION, PLANTS IS COMPLETE,INSPECTION HAS BEEN MADE,AND PLANTINGS ARE ACCEPTED EXCLUSIVE 6. THE LANDSCAPE CONTRACTOR SHALLCOORDINATETHEPHASESOFCONSTRUCTION AND OFTHE GUARANTEE.MAINTENANCE SHALL INCLUDE WATERING,CULTIVATING,MULCHING, 9955 HUDSON BOULEVARD NORTH PLANTING INSTALLATION WITHO CO TRACTORS WORKING ON SITE, REMOVAL OF DEAD MATERIALS,RE-SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN 7. THE CONTRACTOR SHALL REVIEW THE SITE FOROFFICIENCIES IN SITE CONDITIONS WHICH MIGHT APLUMBPOSTDON.AFTER ACCEPTANCE,THE OWNER SHALL ASSUME MAINTENANCE NEGAHVELVAFFFCT PLANT ESTABLISHM ENT,SURVIVAL OR WARRANTY,UNDESIRABLE SITE RESPONSIBILITIES,HOWEVER,THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR CONDITIONS SHALL BE BROUGHTTOTHE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD, BEGINNING OF WORK. 20.ANY PLANT MATERIAL WHICH DIES,TURNS BROWN,OR DEFOLIATES(PRIOR TO TOTAL e, THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. ACCEPTANCE OF THE WOR*SHALL BE PROMPTLY REMOVED FROM THE SPIV AND REPLACED WITH QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. MATERIAL OFTHE SAME SPECIES,QUANTITY,AND SIZE AND MEETING ALL LANDSCAPE LEGEND CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. SPECIFICATIONS, 9. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. 21.WATERING:MAINTAIN A WATERING SCHEDULE WHICH WILLTHOROUGHLY WATER ALL PLANTS TEL EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL ONCE A WEEK.IN EXTREMELY HOT,ORVW6ATHER,WATER MORE ORENAS REQUIRED BY Certification 1 CONSTRUCTION TRAFFIC,STORAGE OF MATERIALS ETC,WITH 4'HT.ORANGE PLASTIC SAFETY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES.CHECK MOISTURE UNDER MULCH PRIOR FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS W O.C.MAXIMUM SPACING. TO WATERING TO DETERMINE NEED.CONTRACTOR SHALL MAKE THE NECESSARY I herehy eartllythat this survey,planar report was 11. IONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED. ARRANGEMENTS FOR WATER. preparRel by me or under my direct sup-hr➢a 12. CONTRACTOR SHALL REQUEST IN WRITING,A FINAL ACCEPTANCE INSPECTION. 22.WEED PRE-EMEAGENTTREATMENTS SHALL BE SPREAD IN ALL LANDSCAPE BEDS and Thad ama duly Licensed LANDSCAPE ARCHITECT under the laws DI the State or PLANTING NOTES: TURF NOTES: Meme:eta. 1. NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN TURF ESTABLISHMENT SHALL BEACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OFTHE COMPLETED IN THE IMMEDIATE AREA. MNJDOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW: 2. AGRANULAR PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDS AT ITIE 1. ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 6"OF TOPSOIL PRIOR TO INSTALLING SOD. MANUFACTURERS RECOMMENDED RATE PRIOR TO PLANT INSTALLATION. TOPSDIL SHALL BE FREE OF TREE ROOTS,STU MPS,BUILDING MATERIAL,AND TRASH,AND SHALL William LDea 3. ALL PLANTING STOCK 5HALL CON FORM TO THE"AMERICAN STANDARD FOR NURSERY STOCK,' BE FREE OF STONES LARGER THAN I Y'INCHES IN ANY DIMENSION. ReBlstratla 2 Date:4/12/2019 ANSI-ZSO,LATESTEDITION,OFTHEAMERICAN ASSOCIATION OF NURSERYMEN,INC.AND SHALL 2, WHERE SOD ABUTS PAVED SURFACES,FINISHED GRADE OF SOD/SEEDSHAL BEHELD I"BELOW CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. SURFACE ELEVATION OFTRAIL,SLA6,CURB,ETC. ThHCR,(1� is not valid unless wetsyned In blue 4. OYERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN VABOVE PAVED SURFACES. 3, SOD SHALL BELAID PARALLELTOTHE OONTOURSAND SHALL HAVE STAGGERED JOINTS.ON Ink.X.. IuNe,conax us fora wetslaned copy of S. ALL PLANTS MUSTBE HEALTHY,VIGOROUS MATERIAL,FREE OF PESTS AND DISEASE AND BE SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES,SOD SHALL BE STAKED SECURELY. thfssurveywhld,lsa Ibbloupon request At CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. 4, TURF ON ALLOTHER AREAS DISTURBED BY CONSTRUCTION SHALLSE RESTORED BYSEEDING, Sambatek Mlnnatanka,MN Dok, . 6. PLANT MATERIALSTO BE INSTALLED PER PLANTING DETAILS. MULCHING AND FERTILIZING.SEED MIXTURE NO.25-151 WILL BE PLACED ATTHE RATE OF 120 7. Alt TREES G MUST BESTRNHTTRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS POUNDS PERACRE. Summary SPECIFIED. S. ALL DISTURBED AREASTO BE TURF SEEDED,ARE TO RECEIVE6"TOP SOIL,SEED,MULCH,AND 8, THELANDSCAPE ARCHITECT RESERVES THE RIGIFTTO REJECT ANY PLANTS WHICH ARE DEEMED WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED.FOR SLOPES STEEPER THAN 3:1 ORIN Deslgtled:EAV Drawn;CAL UNSATISFACTORY BEFORE DURING,OR AFTER INSTALLATION. DRAINAGE SWAIES INSTALL EROSION CONTROL BLANKET. Approved:Ew "/page; 9. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY 6, ALL DISTURBED AREAS TO RECEIVE NATIVE SEED,ARE TO RECEIVE PLANTING$OIL,SEEO,MULCH, Phase:PRELIMINARY Initial ISSUe: 12 019 THE LANDSCAPE ARCHITECT. AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED.FOR SLOPES STEEPER THAN 3:1 OR h 1D. ALL PLANT MATERIAL QUANTITIES,SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. ReVISIOn History CONTRACTOR SHALL BE RESPONSIBLE FOR DOM PLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE.THE No.Date By Submittal/Revision LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANTMATERIALS PRIOR GENERAL TREE SPECIFICATIONS: Y TO IALL PLANTIATION. LLSTREET AND PARKING LOT TREES SHALL E LIMBED UPTO THE FOLLOWING HEIGHTS; 4f12/2019 CITYSUBMITTAL 12. MULCHNTINGAREASMUSTBED MULCH, H,COLOR:DARK .AS SPECIFIED. 1.1. 2"CAL.TREES:LOWESTBRANCH 6'HT. 12, NOXIOUSWEDnEnSO HARDWOOD MULCH,MATE DARK CHOCOLATE BROWN,CLEAN AND FREE OF 1.2, 3"CAL+TREES:LOWEST BRANCH 7'HT. NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL,IN All MASS PLANTING BEDS AND FOR TREE' ,UNLESS INDICATED AS ROCK MULCH ONDRAWINGS,SUBMIT SAMPLE TO LANDSCAPE 2. TREE CANOPY WIDTH SHALL BE RELATIVE TOHELGFR/CALIPER OF TREE AND TYPE OF TRIG ARCHITECTPRIORTOr)ELIVERYON•SITEFORAPPROVAL.DELIVER MULCH ON OAYOF 2.1. 1"CAUPER/6.8'I1T:3-4'WILITH MIN. INSTALLATION.USE 3"FOR SHRUB BEDS,TREE RINGS,AND 3`FOR PERENNIAL/GROUND COVER 2.2• 2"CALIPER/12-14'HT:4•S'WIDTH M IN. BEDS,UNLESS OTHERWISE DIRECTED. 2.3. 3"CALPER/S4-I6'HT:6-7'WIDTH MIN. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHESAND PLANTING SOIL QUANTIVESTO 3. CANOPYTREES SHALL NOT HAVE CO-DOMINATE LEADERS IN LOWER HALFOFTREE CROWN. COMPLETE THE WORN SHOWN ONTHE PLAN. 4. ALL TREES SHALL HAVE SYMMEFRICALOR BALANCED BRANCHING ON ALLSIDES OFTHETREE. 14, USE ANTWESICCANT(WILTPRUF ORAPPROVED EQUAL)ON DECIDUOUS PLANTS MOVED IN LEAF S. TR£ESSHALL NOTBE TIPPED PRUNED, ANDFOR EVERGREENS MOVED ANYTIME.APPLYAS PERMANUFACTURER'S INSTRUCTION.ALL 6. TREESSHALL BE FAFEOF PHYSICAL DAMAGE FROM SHIPPING ANO HANDLING.DAMAGEDTREES EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY SHALL BEREJECED. PERIOD, 7. SUMMER DUG TREES SHALL HAVE FOOTBALL SIZE INCREASED BY 20% 15, WRAP ALL SMOOTH-BARKED DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO DECEMBER I AND S. TREES WHICH EXCEED RECOMMENDED CALIPER TO HEIGHT RELATIONSHIP SHALL BE REJECTED. REMOVE WRAPPING AFTER MAY I.TREE WRAPPING MATERIAL SHALL BE WHITE TWO-WALLED Sheet Title PLASTIC SHEETING APPLIED FROM TRUNK FLARE TO THE FIRST BRANCH, 10, ALL DECIDUOUS,PINE;AND LARCH PLANTINGS 5HALL RECEIVE RODENT PROTECTION PER MNDOT IRRIGATION NOTES: LANDSCAPE 2571.31.2 1. IRRIGATION SYSTEM TO BE DESIGN/BUILD.CONTRACTOR TO SUBMITSHOP DRAWINGS FOR 14. PLANTING SOIL FOR TREES,SHRUBS AND GROUND CDVER9'FERTILE FRIABLE LOAM APPROVAL OF SYSTEM LAYOUT PRIOR TO INSTALLATION. CONTAINING A LIBERAL AMOUNT(4%MIN)OF HUMUS AND CAPABLE OF SUSTAINING 2, ALL SOD TO RECEIVE SPRAY OR ROTOR IRRIGATION HEADS WITH MINIMUM DESIGN OF I" NOTE AND VIGOROUS PLANT GROWTH.IT SHALL COMPLY WITH MNDOT SPECIFICATION 3877 TYPE B IRRIGATION PER WEEK. SELECTTOPSOIL.MIXTURE SHALL BE FREE FROM HAROPACK SUBSOIL,STONES, S. ALL PLANT PER WEEK.RECEIVE DRIP LINE IRRIGATION,WITI{A MINIMUM DESIGN DF.25" CHEMICALS,NOXIOUS WEEDS,ETC.SOIL MIXTURE SHALL HAVE A PH BETWEEN 8.1 AND 7.5 ALLPLTIONPESTORE DETAILS AND 1U-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD.IN PLANTING BEDS 4, CONTATI0NPE OIEEK. A70TAL DF4 QUICK COUPLERS AT THE CORNERS OFTHEPROpERTY. INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED IN A 6"LAYER AND CONTRACTOR YPE SOURCEINSTAL TOTAL F4IDED BY MECHANICAL- ON IT INTO THE TOP IZ'OF SOIL ATA 1:1 RATIO.ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION.PLANTSNOT MAINTAINED IN THIS MANNER WILL BE REJECTED. 15. CONTRACTOR$HAUL 13C RESPONSIBLE TO VERIFY THAT EACH EXCAVATED TREE AND SHRUB PIT Sheet No. ReVISIOn WILL PERCOLATE PRIOR TO INSTALLING PLANTING MEDIUM AND PLANTS,TILE CONTRACTOR SHALL FILL THE BOTTOM OF SELECTED HOLES WITH SIX INCHES OF WATER AND CONFIRM THAT THIS WATERDRAIN PROPEWILL RLY, WITMNA RAVELS SUMP BE INSERIOD.IFTHE TALLED ATALED OR WEN PLANTINES G ■ i!®� NOT DRAIN PflOPERLY,A PVC DRAIN OR GRAVEL SUMP SHALL BE INSTALLED OR THE PLANTING L SHALL BE RELOCATED IF DIRECTED BY THE LANDSCAPE ARCHITECT. 16. ALL PLAN75SH-L BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS(APRIL I• NOVEMBER Il,UNLESS OTHERWISE SPECIFIED.THE GUARANTEE SHALL COVERTHE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. Project No. 21654 1p,Li RatR.9Yap,,.nu,�RmrvlyeRo1FCIN1659Vn,>�vIRSM1w,aytL6rlitANIDAYA 4 www.Eambatek.com 4\�J 12800 w1114A%bN Drive,Sena 300 I / I tilnnntonke,MN 65343 783.476.6010 horiB 763 476.8532fasa mlle NORTH Erivtw rig I Sunavleg I Planning I Fmlronnlental bG 120 Client 1 j I SCALE FED CONTINENTAL _ 483 FUND, LLC r � f J J J I I I ®SURVEY NOTES —��J� I I I1.C baaring systemsbamd on the Washingkon County wordlnale s5stam, NADBa(1986 Adjust).Within assumedbeadng (South 00de➢mes0l Souheap Ouaner$aalon84,Township29,Range2l..west qua teror the Project MT=TREE INVENTORY ISPRINGS AT TAG no. BIA. SPECIES SPRINGS ELM O a501 z<r IU11 SPmw-.:Prad*IPl.aapungnne) I�r_ l ri l -'/-✓ �_ �` \ / / 1 3sa sj'1 Spmce-Colorado{Plo,opungeas) y 3503 40'11'( I $Pmae-Coorado Ipkea Pungens) 1_ , L ] \ 1 I 35e5 35'(10") spruce-Colorado(Pkeaplrngens) 3506 35'9" CaloraAo PI<ea 1 I spruce- 1 Bungens) 1 ) sPruce- 1 PunBem) 9507 4012" Colorodn Plcea ( ) Spmce. 1 punBens) 1 pangemi \ / / / / 1 �' / 9� 3g(r' �'uce-ColoradolPlceapungens) Location r ! too.I Y \ /// / -- _- / // \ \ , / // / / / / / 3510 3Y r ce-Colorado Plcea // // / / /r-qgy-.-.- / / / / / 3,11 3T T( Spruce-eplwado IPlcea pu neena) 1!I ~ , 3512 TS ivi, Spruce-Colorado IPlcea punBens) 3513 will") Spruce-Colorado IPlceapungens) f I 1,-1 tili�� J // // ;� �— / \ I 111 /// /�/1 / 1 // �gag� _ �,, 9955 HU®SON 1. r / r 3514 35'19"1 Sprua•Colorodo(Plceapungens) 1. i;1\ r \ _ \ I r 1 I 1 1 I' -'9.7- / 3515 3VC31") SPma•Colorado IPlcea punBens) I d J _ 3516 3T(rI Spruce-Colorado(Plcea punSensl rlrlt 9�--- -/�� 1111r r j BLVD. N. I 3517 xe lT) Spruce-Colorado IPlcea pungensl `{1� 17(I ll� I J / �� \ \\` •-, \ 1 ` \�\\\ \\ \\�\ l 1 1 // �~ -°'�,.— J r�1 rr 9s19 Mir, SPNw-C credo IPcea Puneons) UAKE ELM.O,MN ��t 1 1 I I \ J _•�'�� \ 1 -A91� - ! 9S10 w(lff) SPruoo-Colamdo IPlceapangansl `__ `I 171 -�� `` ' j F-, \ 1 J l \\ \ ` 35T1 fU 11r) Spruce-Colamdo IPlceapungem) 4 / r ` \ \\ \\ / \\ \ �\ `\\ 11} I I I I I /-'9g7- `�--J ! r 35T2 Off(9I sPruu-Colo ado IPlcea Pursgens) I 1 \ \ I 1 \ ` J / 1 I I 3523 3B'(TI Spruce-Colando IPlcea Pungensl ll — — 875 ss`;r I Spruce Colo ado Colorado Iliceso PlceaBungensl ii% II I +/ 1 \ '•..'l-' `1 J I I I I/ �• �` q 1� isruce ISM IT(7a1 Spmce-Colorado IPlceapungansl J I III 11 I -;` 3527 3V(Irl Spruce.Colando Plcea ( pnneanal Certification 1a12� %9 35'IB"l spruce-Colando:Plceapungenal al 1 - 3+29 45'IIO') Spruce-Cdando IPlcea pungenal �" ��— T 3i90 45'ax•I Spmce-Colo do ZaaWngensl pis I SPNce-C�oondo IPlceapungens) 1 ( yvngensl ,} l• \ I / (11•l Spmce-Cdomdo(Ncea pnw,,l 1 !rr r ! r 1 r I r !I / / 3533 l 1 ! 1 1 3534 4a(1CI Spmce-Cdorodo IPlcea pnngensl ++\ 1} ( ! I I I f ! r 1 ! 1 / / , , J 3535 13 111 -Amedtan(IAmusamedcana) (i 7 d01P� 1 f 3536 18 �.88 2(-N-,{ IyI'I .-•�lr 1 I I -,1_��0IOPP118N11�tO. 1/ / r /tong /+ r__ \ \\ \ \\` ' ~`�fti�pk �]/) �'\`` �- /.I/r1 / 1��/J)I Ir rr 1 1I 1I 1I I 1I11 Ir Ij I !1 / // // 7W,. t5 I ll 13 ElmAmedrl Napi, Silver eclesws cahrnareldnupmn)7 ...Si Dot. 14 5lhaan iimu[pumulalP. \-? a) KAI 7 CIIln1'.)lack(Pmnusse tl �I1 3541 a Cherry•1.1=1(Pmnus semtlnal � a6CZ 12 Ash•Green(Fraelnus �,i/� /�+/ � / / r I I /� Ash-Greeen(Fmxhus Summary pennsylvanical� Designed: wn:fcc 25 Oak-Wh le(queRusalba] JIM x5 Oak-WhXa Iquer,:alba] ppraved:cEl Daak JPage: dab x7 Oak-Whga(que2us albs) Phase: Initial Issue:ol/09/19 110 xx Ock-WhRa(quar<ns alha] :98 23 Pstaple-Sllver(acersgotharinum) Revision History 3518 34 NIVI.-Sliver(acersaahadnum) -BlgToo01(Populus No.Date By Submittal/Revision Aspen m 12 Aspendentata) \\��` l I i f Asrendldenlata)1B(Populus �'/ .}�1—,=� �� ! �2 l: 17-yll l'l rl I JII I t4/ 26 / 1 I 1 I I f / I ,85` \~` //V-a'1 I I { l 1{ f4 L1 1 1 \ 3562 1B Pcn-Bit...) (PPPalus \` -� ` 1 1 enndld0IgTo) 1 1 1 1 3563 15 AsPan-Big Too7h(Populus + I 1 grndldentala) °11" me14�.f\ I I I / _\ I I 4 I / / `1� _1061 _ (V / / [ Aspen-BIBToolh(Populus 1/ ems' 4 i s J' I 3 3550 o gandldentala) I } {a[�T`1) 15 yy�p a505 1 Aspen-Big Tooth(PopUlu[ �Jf rllJr 1 I /111+ \ ; I y 5 I I I / I1 1 1 �I yP�l /1 /C _ 2sw _Yy�I y /� p IJ ft11 1 35665 29 Wpl,-SINer)I-saosbadntrml 11r1gBa6.6B� Ad' r ®GC IIFJU a RAND�,I IB by / x L \ 'A`s� \ .� .tea+ } 3 67 31 Oak-White(lluemsalba) 1 1 7FJJ`D a ]. `- DEl1NEA Y-rimmUO 1 D �A y, \ , 3358 39 Maple-Slrver(ace-ccUdnuml `ENNRONUgg AL 1 / 1 [NE bARALi EL SNTIi 399 18 Oak-White Iglu—alha) Fl LOCALE 1 0 t / / g \'PP* Sheet Title rl� asaz Mo a I .1JNE TF{B SE •` 111 3Y0 17 AAaPIe-Silver(acersanAadnuml sme / / 3W 1 - 1 1 a }f 3561 II Oak-White iGuemva elb,) Illll - - / ..� 1 f 9IB / // 1 \ \ 3562 26 oak-White IGuo ws olba) TREE i 1 / 3563 37 Oak-Wh to Iqumous albs) / • • • � - INVENTORY Q010li11�; rl1 I ,• / // / / , �~~ \ � . / / / b/ ��f � 1 I/ // � -or r 358T 79 om-sl6edan lulmas wmula) 2 I ,f N LINE PAgm 200, / / \ I 1 ..a f `�I /, DO007 ROY2 6MaaD. / / / ° / 1 1 Dac.Na 429602 s4ea2a, / / / / 1 1 356E m flm-amednn(6mnaamed[ana) 3976030(lid)(ill){l1 / + r r o w 35S 13 Nm-smedan(Ulmuswmula) / o�\1 I as5g / \ 1 EAS7 I1�E OF THE SETMGOR P I 35711 12 A (Populus ..`_�� ...�t --- --- -\}- I� L_ r1 1 �/� OF 6W 1/4 S,ndldent ta)h 4 L8-438b3" "10f0j•pl `� -- -I L Fl)4543933 Aspen-BISTooth(Popvlus Sheet No. Revision �f-Is-- I--CN s - e �-^; 3571 13 grandldemata) 1 1._. emndldentala) .Qr L-^ _k- 1---- -1 Aspen-Big Tomh(Popuus '-� "tfMV ti laP6 ti'!dn><POa�i1001 F�FC mEl Fdeps_fP%ib- `ea--al-y� 096-� - ^1-' >~t -__d �1 I 3572 12 �1 �-. 3573 39 Maple-511uer(acersaah,dnum) "� e \ ''�!-IU DSON BLVD N \ \ \ \ r� tt,� 3574 NI Elm-Siberian(Ulmuspumula] ♦'vFUBI1C RIGHT nF WAY(VARIABLE Yd07H) "I T ra.+., L:-y�j 3575 13 Elm-American lulmusammlcenal sw ooRNm sc f I i••• IN�T7: .�f' Jfl \ \, \ I °� '1. gg&f.2 /4 x I A7, Ir r a" ♦ \ , SE GDR OF SW f/ 99Lfi2(F�IW/ P e � og t—it)- >=0- ,' .C I IMg otr,1, am ., OF SE 1/4.SEC.34�. Project No. 21654.01 aM[Ams9-1[apw-U,ersagM uVAPII[TS\a[[fnL[1een1 weY\siaealxtbsaw.ru[awr 4 MNUU I .514y 2.1:3 SECTION A'-A' 2' clear zone SELECT GRANULAR BASE RAW 2' clear zone from R/W RAW R.O.W. 100, 10' 19.5 1 2' 'd' , 30 B618 CURB utility B618 CURB ' $' utility co ri or 11.5 AND GUTTER AND GUTTER 9'5 corridor —9°d 2q 4� 5% 2.5�— 4% 2� �4� LLtt tt .1 6�� — lO�vriCIL TOPSOIL COLLECTOR ROAD SECTION 2" C 1/4" BIT 8C SOD 8" CLASS 6, AG IS X 6' CONCRETE WALK "ROAD G" - SECTION C'-C' (TYP.) 2"—M N DOT 5" CONCRETE MAX AGGR 4" MNDOT 3149 2.13 8" AGGREGATE BASE CLASS 5, 100% CRUSHED STONE TACK COA- SELECT GRANULAR AGGREGATE (SPEC 3138) 2"—MNDOT BASE MAX AGGRE 12" GRANULAR BORROW (SPEC 3149.26) COLLECTOR PAVEMENT SECTION ow ■ J ee IC-. L—. I�I� [,- _ !F nl � �_ �. I' C,, a�P ! ■■ I I I '`tr L I. I III`Itl aal� I-�_1 ly I r�pl�lll ..._ Imo.. 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Yi-�L� MEN Rear Elevation Left f" r Side - • CLUBHOUSE c:qNTINENTAL YqU AFRE HERE PROPERTIES -------- -------- -- IE C KITCHEN POOL EQ. STORAGE 11'-4•CLG 10'-0'CLG YOGA/WARM UP MULTI-PURPOSE 14'-0'CLG MEP IL L--------- 10'•0'CLG MEWS WOMENS 8'-6'CLG 8'-6"CLG JANITOR O _ _ ® FITNESS 13'-0"CLG CENTER FILES/IT 10'-0"CLG / 24-HR ENTRY 10'-0•CLG CONFERENCE ROOM 10'-0'CLG OFFICE 1 U'-U•CLG 10'•0•CLG VESTIBULE 5'-0'CLG Clubhouse Floor Plan CLUBHOUSE FLOOR PLAN SCALE: 3/32"=I'0" •�. C N T I N E N TAL YQU ARE HERE PROPERTIES Station #1 I Station #2 3510 Laverne Ave. No. 4259 Jamaca Ave. No. Lake Elmo, MN 55042 Lake Elmo, MN. 55042 651-770-5006 E 651-779-8882 LAKE ELMO FIRE DEPARTMENT May 3, 2019 This is a follow up review, based on the limited drawings provided, for the revised plans of the SPRINGS APARTMENTS dated 5/1/19. The applicant has addressed some of the items from the previous review dated April 17, 2019. I have also added items, more specific,under the final bullet based on the revised drawing. • FDC (Fire Department Connection) locations for each building to be approved by Fire Chief. Incomplete. • Locations and spacing of fire hydrants to meet requirements of 300' spacing by road. Incomplete. • Clubhouse lockbox location to be approved. Incomplete. • Ensure roads are built to current standards with proper turning radius. Engineering to confirm. • Revise current secondary Fire Apparatus Access Road to meet requirements of MN State Fire Code Appendix D 104.3 Remoteness. Per code spacing between access points should be approximately 700'. Addressed. • Address Section D105 AERIAL ACCESS ROADS, which is determined by the height of the buildings. Incomplete. • Chemical storage for pool. Incomplete. • All applicable codes from the MN State Fire Code 2015. o Meet requirements for security gates pertaining to width and emergency access. o Ensure year around, maintained access to all sides of structures. Greg Malmquist, Fire Chief "Proudly Serving Neighbors & Friends" FOCUSENGINEERING, inc. MEMORANDUM Cara Geheren, P.E. 651.300.4261 Jack Griffin,P.E. 651.300.4264 Ryan Stempski, P.E. 651.300.4267 Chad Isakson,P.E. 651.300.4285 Date: May 8, 2019 To: Ken Roberts, Planner Director Re: Springs at Lake Elmo (Continental Properties) Cc: Chad Isakson, Assistant City Engineer Preliminary Plat/Plan Review From: Jack Griffin, P.E., City Engineer We have reviewed the Springs at Lake Elmo Preliminary Plat/Plans received April 12, 2019 and revised plans received May 1, 2019 consisting of the following documentation: • Preliminary Site Development Plans, Sheets C1.01—C9.01, dated March 21, 2019. • Revised Preliminary Site Development Plans, Sheets C2.06 and C3.01, dated May 1, 2019. • Land Use Request Narrative dated April 12, 2019 • Supplemental Narrative and application memorandum, undated, received May 1, 2019. • Stormwater Management Plan dated March 22, 2019. • Traffic Impact Study dated and received April 26, 2019. STATUS/FINDINGS: Engineering has prepared the following review comments based on the plans submitted. PRELIMINARY PLAT AND EASEMENTS • The Preliminary Plat creates one lot (Lot 1, Block 1) with 10-foot drainage and utility easements on all sides of the lot, except no easement is proposed along the west property line. The City is requiring a 100- foot right-of-way along the proposed North-South Collector Road along this west property line and has agreed that the small utility corridor may be placed within the road right-of-way. • The preliminary plans show several retaining wall and fencing encroachments to the Lot 1 Block 1, 10-foot drainage and utility easements. • The plat must be revised to include a drainage and utility easement over the wetland and wetland buffers, and must include the 100-year high water level. • North-South Collector Street (Julia Avenue) Right-of-Way Dedication. A 100-foot Right-of-way/Roadway Easement must be dedicated to the City along Julia Avenue to allow for the construction of this improvement as part of this development project. The dedicated right-of-way must be identified and made a part of the Final Plat. If roadway easement is proposed along the west half of Julia Avenue the easement must be provided in the City standard form of easement agreement and a fully signed and executed easement agreement must be submitted with the final plat application. The 100-foot right-of- way/easement must be centered over the existing sanitary sewer pipe and aligned with the right-of-way provided in the Bentley Village preliminary plat. • Hudson Boulevard Right-of-Way Dedication. Additional right-of-way may need to be dedicated to the City along Hudson Boulevard to accommodate the Hudson Boulevard Improvements, including turn lanes and trail. The existing conditions plan and preliminary plans/plat are incomplete in regards to showing the existing Hudson Boulevard roadway centerline and right-of-way. A minimum right-of-way of 50 feet to the north from existing centerline is required. Additional right-of-way may be needed at turn lanes to meet the Hudson Boulevard design standards. PAGE 1 of 4 • There are no Outlots proposed or needed for the privately owned and maintained underground storm water facilities. Drainage and utility easements will be required over all 100-year high water level areas and to protect all overland emergency overflow paths. For any privately owned and maintained storm water facilities, the applicant will be required to execute and record a Stormwater Maintenance and Easement Agreement in the City's standard form of agreement. • The storm water management plan was incomplete. Stormwater management is required for all project improvements including Julia Avenue and Hudson Boulevard. Additional storm water facilities must be located in Outlots or easements that are part of the Final Plat or within drainage and utility easements provided in the City standard form of easement agreement. Fully signed and executed easement agreements must be submitted with the final plat application. • Watermain utility easements. The proposed watermain interior to the site will be owned and maintained by the City. Drainage and utility easements are required over the watermain and hydrants, 30-feet in width, centered over the watermain/hydrant. The easements must be shown on the grading, watermain, storm sewer and site plans, and must be provided on the Final Plat. • Sanitary sewer utility easements. The proposed sanitary sewer interior to the site will be privately owned and maintained. Drainage and utility easements are NOT required. • Written landowner permission must be submitted as part of the final plat applications for any off-site grading work and storm water discharges to adjacent properties. The proposed off-site easements must be shown on the preliminary site plans, grading plans, and utility plans. Fully signed and executed easement agreements must be submitted with the final plat application. STORMWATER MANAGEMENT PLAN • The Stormwater Management Plan is incomplete. Preliminary Plat approval must be contingent upon a complete storm water management plan meeting State, VBWD and City rules. Storm water facilities proposed as part of the site plan to meet State and VBWD permitting requirements must be constructed in accordance with the City Engineering Design Standards Manual. • The storm water management plan must be revised to incorporate storm water management for the Hudson Boulevard and Julia Avenue Street improvements. • Permitting requirements will require rate control from all points of discharge from the site and will require volume control. Overland emergency overflows or outlets are required as part of the site plan for flood protection. The storm water management plan must be revised to demonstrate that the pre and post discharges are reduced at ALL site locations rather than one combined location. • The storm water management must be revised to relocate the outfall pipe to avoid conflicting with the urbanization of the north boulevard of Hudson Boulevard and must be redesigned to control outfall velocities and erosion. • The Final Plat submittal must include a complete storm water management plan and construction plans that provide all design details for the proposed underground storage systems including details regarding building roof drainage connections. • Preliminary plan review and comments from the VBWD must be submitted with the Final Plat application. • Maintenance access roads meeting the City engineering design standards must be provided for all storm water facilities, including privately owned and maintained facilities. • To the extent adjacent properties are impacted by storm water management discharges, written permission from those properties must be submitted as part of the Final Plat application. • The storm water management plan must be certified by a MN registered professional engineer. PRELIMINARY SITE PLANS • Hudson Boulevard Improvements. Hudson Boulevard must be improved along the frontage of the proposed development in accordance with the Hudson Boulevard Design Standards, with an Urban section along the north boulevard and bituminous trail. An east bound right turn lane and must be PAGE 2 of 4 constructed along Hudson Boulevard at both the entrance to the proposed development and at the intersection with Julia Avenue. Storm water management for a future west bound left turn lane at Julia Avenue must be accommodated or it must be demonstrated that storm water management can be readily addressed with a future project. These improvements must be submitted as part of the Final Plat and construction plans. • North-South Collector Street (Julia Avenue) Improvements. Julia Avenue must be constructed along the west side of the development,from Hudson Boulevard to the northly plat line of the Springs at Lake Elmo. Julia Avenue shall be designed as an urban collector street consistent with City design standards and within a 100-foot right-of-way, including a bituminous trail along one side and a sidewalk along the other side. The street alignment must accommodate the existing sanitary sewer and trunk watermain such that manholes are not within wheel paths. These improvements must be submitted as part of the Final Plat and construction plans. • The vertical profile for Julia Avenue and its relation to the existing sanitary sewer and watermain facilities must be submitted and approved by the City Engineer prior to the development of Final Plat Construction Plans and submittal of Final Plat. The profile plan must extend the full length from 5th Street North to Hudson Boulevard, and show existing grade, existing utilities and proposed street profile with vertical curve design data. • Sheet C3.01 Revised Site Plan. A revised site plan was received that among other changes, relocates the secondary (emergency) access to Julia Avenue. This new location is a requirement for City approval. Design details for the emergency access will need to be further reviewed once the remaining grading and utility plan revisions are received. • Sheet C3.01 Revised Site Plan. The typical section dimensions shown for Hudson Boulevard are not consistent with the Hudson Boulevard design standards and appear to create a centerline shift to the south. This design/alignment may not be an approvable design. Information provided is incomplete to facilitate a full review. The Final Plat application must include a revised Hudson Boulevard design that is consistent with the City design standards. • Sheet C3.01 Revised Site Plan. Perimeter Fence. A perimeter decorative fence is shown around most of the proposed site and often encroaches the easement or right-of-way by 1-2 feet. The fence locations must be revised to reside 1-foot inside the property lines or easement lines as applicable. • Sheet C3.01 Revised Site Plan. Retaining walls are shown around the perimeters for most of the site. The retaining wall locations must be revised to reside on or inside of the property lines or easements as measured at the wall footing to preserve the full use of the easement or right-of-way. • Sheet C4.01 Grading Plan.The grading plan is incomplete. • All localized 100-year HWL elevations and HWL contours must be shown on the grading plans. • The wetland NWL and HWL must be shown on the plans. • The overland emergency overflow path must be shown on the plans. • Building pad elevations must be a minimum of 2-feet above all adjacent 100-year HWL elevations and at least 1-foot above all adjacent emergency overflow elevations. • Proposed grading contours must be labeled more frequently to facilitate plan review. • All 100-year HWL areas and EOFs must be fully protected by drainage and utility easements. • The wetland and wetland buffers must be fully protected by drainage and utility easements. • All easements must be shown on the Preliminary Plat, site plan, grading and utility plans. • Sheets C5.01 — C5.03 Erosion Control Plans. The erosion control plans must be revised to be consistent with the City of Lake Elmo Design Standards manual including use of City Standard erosion control plan notes and details. Conflicting or redundant plan notes and details should be removed from the plans. • Sheet C6.01. Sanitary Sewer and Watermain Plan.This plan is incomplete. • The utility plan must include the minimum 30-foot utility easements centered over all watermain and hydrants.The easements must also be shown on the grading, storm sewer and site plans. PAGE 3 of 4 • The existing utilities along Hudson Boulevard have been shown incorrectly and are not complete. A field survey must be completed to verify utility locations along Hudson Boulevard and Julia Avenue and the plans revised accordingly. The existing pressure reduction valve (PRV) located along Hudson Boulevard is a critical component of the City's infrastructure and must be accurately shown on the plans to facilitate staff review and to demonstrate no encroachments. • The proposed watermain plans must be revised to connect to the City's existing high-pressure zone in three locations. 1) Connect to the existing 12-inch watermain along Julia Avenue as shown on the plans along the emergency secondary access. 2) Connect to the existing 12-inch high pressure zone watermain in Hudson Boulevard with the connection located west of the existing PRV station. 3) Coordinate 12-inch watermain loop connection with Bentley Village located approximately 1,050 feet east from the Julia Avenue centerline. Remove the 12-inch watermain connection to the low pressure zone along Hudson Boulevard, east of the wetland. • The sanitary sewer plans must be revised to replace approximately 160 feet of existing 8-inch sanitary sewer located in the Julia Avenue right-of-way with 10-inch sanitary sewer with a new manhole directly west of the Springs sewer connection location. A public 8-inch sewer stub must then extend east to a second manhole placed at the right-of-way edge to terminate the public sanitary sewer.The private sanitary sewer will then extend east into the site from this manhole. • The plans must clearly identify utilities to be owned by the City and to be owned by Springs. • No watermain pipe oversizing is anticipated at this time. Further review will be completed with the Final Plat application. • The applicant will be responsible to place hydrants throughout the property at the direction of the Fire Department. All fire hydrants shall be owned and maintained by the City. • Sheet C6.02. Storm Sewer Plan.The storm sewer plan is incomplete. • The storm sewer improvements along Hudson Boulevard and Julia Avenue must be incorporated into the construction plans for City review. • The plans must clearly identify storm sewer to be owned by the City and to be owned by Springs. All storm sewer to be owned and maintained by the City and all storm sewer located in City right- of-way must be design and constructed in accordance with the City Design Standards Manual. • The plans must include a storm sewer structure chart showing structure type, number, build, rim, invert, pipe cover and structure casting. • Storm sewer calculations must be submitted with the storm sewer plans to show pipe velocities meeting City design standards. • Sheet C9.01. Civil Details. Civil details and construction plans must be revised to include the City Standard Plan Notes and Details for all infrastructure components that are to be owned and maintained by the City and for grading and erosion control. City Standard Plan Notes are to be placed on the applicable plan sheet depicting City owned infrastructure and the City Standard Details are to be shown on a detail sheet and identified for use with public owned infrastructure (see City standard plan format requirements). • Private Streets. The streets interior to the development are proposed to remain privately owned and maintained. Interior street design is required to provide adequate fire lanes and safety access. The plans must include turning templates to demonstrate adequate turning radius for fire safety apparatus. • Due to the high density of this development it is strongly recommended that plan details for grading and utility plans be submitted using a 1" = 20 scale. TRAFFIC IMPACT STUDY, prepared by Swing Traffic Solutions, dated April 26, 2019 • The Traffic Impact Study concludes that the proposed development has appropriate access to the site and surrounding roadway network and the roadway network will function well with the project. However,this conclusion assumes that the CSAH19-Hudson Boulevard Traffic Signal is constructed as planned by the City prior to the completion of the development and that dedicated left and right turn lanes are constructed at both the Hudson Boulevard and Julia Avenue intersection and at the development entrance. PAGE 4 of 4 ^V WENCK Responsive partner. Exceptional outcomes. To: Ken Roberts, City of Lake Elmo Planning Director From: Lucius Jonett, Wenck Landscape Architect Date: May 7, 2019 Subject: City of Lake Elmo Landscape Plan Review Springs at Lake Elmo, Review #1 Submittals ■ Tree Preservation Plan, dated April 12, 2019, received April 12, 2019. ■ Landscape Plans, dated April 12, 2019, received April 12, 2019. Location: North of Hudson Boulevard North, West of Keats Avenue North in Lake Elmo, MN Land Use Category: Rural Development Transitional being rezoned to Urban High Density Planned Unit Development Surrounding Land Use Concerns: The property to the north (Bentley Village) is Urban Medium Density Residential and is less intensive land use than the proposed Urban High Density Residential. Screening is required on the north boundary. The property's use to the west (Rural Development Transitional) is unknown at the moment and east (Commercial) is a zone that is more intensive land use than this proposed Urban High Density Residential. Screening is not required on the east or west boundaries. To the south is Interstate 94 where screening is suggested to help with noise abatement. Special landscape provisions in addition to the zoning code: None. Wenck I Colorado I Georgia I Minnesota I North Dakota I Wyoming Toll Free 800-472-2232 Web wenck.com Ken Roberts Planning Director WENCK City of Lake Elmo May 7, 2019 Responsive partner. Exceptional outcomes. Tree Preservation: A. A tree preservation plan has been submitted that does meet all requirements. Entire Site Total Caliper Inches of Significant Trees On-Site: 1050 Cal Inches Common Trees 489 Conifer/Evergreen Trees 303 Hardwood Trees 258 Nuisance Trees 0 Significant Inches Removed On-Site 1050 Cal Inches Common Trees 489 Conifer/Evergreen Trees 303 Hardwood Trees 258 Nuisance Trees 0 30%Tree Removal Limits (Cal. Inches) Allowed Proposed Subtract Common Tree Removals 146.7 489 Subtract Conifer/Evergreen Tree Removals 90.9 303 Subtract Hardwood Tree Removals 77.4 258 Removals in excess of 30% allowances Removals in excess of 30% allowances 142.0 Cal Inches Common Removals in Excess of 30%Allowance 342.3 Conifer Removals in Excess of 30%Allowance 212.1 Hardwood Removals in Excess of 30% Allowance 180.6 Common Tree Replacement Needed (1/4 the dia inches removed) 85.6 Cal Inches Conifer Tree Replacement Needed (1/2 the dia inches removed) 106.1 Cal Inches Hardwood Tree Replacement Needed (1/2 the dia inches removed) 90.3 Cal Inches Common Tree Replacement Required @ 3" per Tree 29 # Trees Conifer Tree Replacement Required @ 3" per 6'Tall Tree 36 # Trees Hardwood Tree Replacement Required @ 3" per Tree 31 # Trees B. There are 37 specimen trees identified in the tree inventory. The following tree ID numbers are defined as specimen, 3501-3534, 3557, 3561, and 3563. All specimen trees are proposed for removal. C. Tree replacement is required because more than thirty (30) percent of the diameter inches of significant trees surveyed will be removed. D. Tree replacement calculations does follow the required procedure. E. This project is residential development; therefore, mitigation replacement trees shall be in addition to landscape required tree counts. 2 T:\6443 Lake Elmo\22 Springs of Lake Elmo\01 Preliminary Plans\2019-05-06\2019-05-06 Development Name Landscape Plan Review.docx Ken Roberts Planning Director WENCK City of Lake Elmo May 7, 2019 Responsive partner. Exceptional outcomes. Landscape Requirements: The preliminary landscape plans do not meet the code required number of trees. The preliminary plans show fewer than the code required tree quantities. Master Plan Master Plan (Code Required) Proposed Street frontage 1100 Lineal Feet Lake Shore 0 Lineal Feet Stream Frontage 0 Lineal Feet Total Linear Feet 1100 Lineal Feet /50 Feet = Required Frontage Trees 22 Trees Development or Disturbed Area - SF Development or Disturbed Area 17 Acres *5 = Required Development Trees 85 Trees Interior Parking Lot Spaces" 36 Spaces /10 = Required Parking Lot Trees 4 Trees Perimeter Parking Lot Frontage Length* 1286 Lineal Feet /50 = Required Frontage Strip Trees 26 Trees Required Mitigation Trees 96 Required Number of Trees 233 Total Trees to Date 184 *Residential development-mitigation replacement trees are in addition to landscape required tree counts. 1. A minimum one (1) tree is proposed for every fifty (50) feet of street frontage. 2. A minimum of five (5) trees are proposed to be planted for every one (1) acre of land that is developed or disturbed by development activity. The landscape plans do meet the minimum compositions of required trees: At least 25% of the required number of trees shall be deciduous shade trees • At least 25% of the required number of trees shall be coniferous trees • Up to 15% of the required number of trees may be ornamental tree Master Plan Qty % Composition Deciduous Shade Trees 125 74% >25% required Coniferous Trees 44 26% >25% required Ornamental Trees 15 9% <15% required Tree Count 169 A. A landscape plan has been submitted that does not include all requirements. 1. The landscape plan does not include required City standard notes and details. 3 T:\6443 Lake Elmo\22 Springs of Lake Elmo\01 Preliminary Plans\2019-05-06\2019-05-06 Development Name Landscape Plan Review.docx Ken Roberts Planning Director WENCK City of Lake Elmo May 7, 2019 Responsive partner. Exceptional outcomes. B. The landscape plan does not meet the landscape layout requirements. • No utility conflicts; Prefer that the trunk of trees shall be 10 feet from the nearest utility, including water and sewer service stubs to each lot. C. Interior Parking Lot Landscaping - The development does include several interior parking lots. Only one meets the threshold of 30 parking spaces and does not meet the following landscape requirements. 1. At least 5% of the interior area of parking lots with more than 30 parking spaces is devoted to landscape planting areas. The parking lot is measured at approximatively 8,650 square feet and a planting bed measuring approximately 0 square feet separates the parking lot from the circle drive/drop-off area. The planting area is approximately 0% of the interior of the parking lot area. 2. The planting area includes 1 shade tree and does not satisfy the minimum required 4 tree planted to meet the requirements for this interior parking lot. D. Perimeter Parking Lot Landscaping - The development does include perimeter parking lots and does not meet the following landscape requirements. 1. Alongside and rear property lines abutting residential properties or districts, screening shall be provided, consisting of either a masonry wall, fence or berm in combination with landscape material that forms a screen a minimum of four (4) feet in height, a maximum of six (6) feet in height, and not less than ninety percent (90%) opaque on a year-round basis. Landscape material shall include trees, planted at a minimum of one deciduous or coniferous tree per forty (40) linear feet along the property line. E. Screening - The landscape plan does not meet screening requirements. Screening is required by City code. Screening shall be used to provide visual and noise separation of intensive uses from less intensive uses. Where screening is required in the City Code between uses or districts, it shall consist of either a masonry wall (chain link will not suffice) or fence in combination with landscape material that forms a screen at least six (6) feet in height, and not less than ninety percent (90%) opaque on a year- round basis. Landscape material shall include trees, planted at a minimum of one deciduous or coniferous tree per forty (40) linear feet along the property line. Additional landscape material such as shade trees or trellises may be required to partially screen views from above. A single, straight row of evergreen trees is inadequate for screening. Vegetative screening should consist of more than one row of evergreen trees and include a row of other trees or native shrubs in front of the evergreens to soften the "development wall" effect. 4 T:\6443 Lake Elmo\22 Springs of Lake Elmo\01 Preliminary Plans\2019-05-06\2019-05-06 Development Name Landscape Plan Review.docx Ken Roberts Planning Director WENCK City of Lake Elmo May 7, 2019 Responsive partner. Exceptional outcomes. Findings: 1. Tree calculations for mitigation and landscape requirements are based on 3" DBH trees. This diameter exceeds the minimum size required and provides fewer trees at a larger diameter. 2. Tree replacement calculations do not follow the required procedure. We are not able to follow the math of how the common, conifer, and nuisance species were tabulated. Please provide tabulations. 3. Preliminary landscape sheets do not include required City standard notes and details. Update details using City standard notes and details. 4. There are some landscape conflicts with utility lines. Please refer to attached document for problem areas. Please correct tree spacing so the trunk of trees shall be 10 feet from the nearest utility, including water and sewer service stubs to each lot. 5. The preliminary landscape plans do not calculate interior parking lot and perimeter parking lot tree plantings. Please refer to attached document for identified issues. Please update landscape plan to provide the required plantings. 6. The north side of the property will need to satisfy both screening and perimeter parking lot requirements. Recommendation: It is recommended that a condition of approval include submitting a revised landscape plan addressing findings 2-6 listed above. Sincerely, J, u4C-�s Lucius Jonett,QA (MN) Wenck Associates, Inc. City of Lake Elmo Municipal Landscape Architect 5 T:\6443 Lake Elmo\22 Springs of Lake Elmo\01 Preliminary Plans\2019-05-06\2019-05-06 Development Name Landscape Plan Review.docx _ I 34-029-29-21-43-0003 Po ADDRESS NOT ASSIGNED I �,Sambatek P - __ www.sambatek.com °-O-°-O-O ° , + I 12600 Whitewater Drive,Suite 300 o .. Minnetonka,MN 55343 ne 763.476.6010 763.476.8532 elefarsho le 0 0 Engineering I Surveying I Planning I Environmental Client I� i4 B20 120E B20E ' L1' B20 20E ' LD ,, LBG1 A 483 FUND LLC CONTINENTAL G 4B DG DG 8 DG 1 FFE FE=1006.65 FFE=1006.35 FFE=1004.85 FFE=1003.00 _ - 1003 00 GFE 1002 67 GFE 1006.02 $ GFE-1004.52 o GFE=1002.67 °O ° O o o; 6 0 E W 134 N8675 EXECUTIVE PARKWAY 96 MENOMONEE FALLS,WI 53051 : - �d9R?u '� BLDG- _ FFE=1003.00 Ir :r 02 7 � I I 620E 620E B20E Project I :I ' i BLDG 66 - BLDG 76 - °o`i. BLDG 1 '. G 1 - E �r of FF =1002 SPRINGS AT F =1DD5. 7 F =1004. 7 8 =1002 =1002 I LAKE ELMO I _ I • °�. � oil • °°°> .as, s 4 4 4 4 4 ,.. , O° {� -D _ o0 0 Location goDp i ° v'�, s: DG 1 q I FFE=1DD2.2D + I M I N N ESOTA o' GFE=1001.87 $ o NORTH 9955 HUDSON BOULEVARD NORTH :o BLDG 3A �' aszopoQ°o4 o so 100 in co FFE=1006.20 OE B2 ! B OE -- -- - SCALE IN FEET GFE=1 5.8 "' I :.. G 26 BLD CLUBHOUSE P I BLDG 14A 1 FFE=1005.47 FFE=100550 I = - - o FFE=1001.75 FFE=1005.00 SOD SCHEDULE = 005.14 FE=10 - 5pe _ ! - S ,� �FFP + - 001.42 GROUND COVERS CODE BOTANICAL NAME COMMON NAME CONT CITY Certification rl 1 1 TUR HIG Turf Sad Highland Sod Sod Sod 76,939 sf I hereby certify that this sur-vey,plan or report wa s prepared by a or under my direct supervision tp°- '� s •'-'�� / / 0 and that I aduly Licensed LANDSCAPE .: ARCHITECTT u under the laws of the State of {+: Minnesota. O - D , REESCHEDULE REES CODE BOTANICAL NAME/ OMMON NAME CONT CAL SIZE qT Y llamLDea CM Acerzfreeman Armstr g/Armstr g Freeman Maple B&B 3"Cal. 21 Rgstra W 2 Date:4/12/2019 This cere snotvald unless wet signed inblue ink.Ifap lcaich i,ntactus for awetigned copy of 1 ++. :: ,W •I -[��!] HB Celtis occidentalis/common Hackberry B&B 3"Cal. IS Sambarvey which ionka,laIN upon request at �--�0 Sambatek,Minnetonka,MN office. lM Ginkgobiloba'Autumn Gold'TM/Mail denhairTree B&B 3"Cal. 13 Summary + Designed:EAv Drawn.uCALg Approved:EAV Book/Page: -- dt t th I/Imperial t B CI IH Gle Isla nacan os'ImPeria ImPeria oneYlocus B& 3"a. Il Phase:PRELIMINARY initial 68Ue:4/12/2019 - -�. _ -�r T- -�o�LI � w-DTHj=- - - - - KC Gymnocladus dioica'Espresso Revision History/Kentucky Coffeetree B&B 3"Cal. Il No.Date By Submittal/Revision LEGEND LAKE ELMO,MN LANDSCAPE CODE 4/12/2019 CITY SUBMITTAL PROPOSED EXISTING SO quercus b!color/Sw..P White Oak B&B 3"Cal. 14 PROPERTY LIMIT STANDARD DUTY + CURB&GUTTER ASPHALT PAVING MITIGATION FROM TREE PRESERVATION PLAN REQUIRED � RP quercus roburzwarei Long/Regal Prince Oak B&B 3"Cal. IS EASEMENT ------ ------ HEAVY DUTY COMMON TREES(46"@ 3"TREES) 15 TREES i + ' BUILDING ASPHALT PAVING CONIFER TREES(149"@ 6'TREES) 50 TREES V RETAINING WALL 00000com HARDWOOD TREES(129"@ 3"TREES) 43 TREES C) BL Tiliaamericana'Boulevard'/Boulevard Linden B&B 3"Cal. 9 WETLAND LIMITS wL CONCRETE PAVING TOTAL 108 TREES TREELINE LJ.J.J.J.J.J SETBACK AREA LANDSCAPE REQUIREMENTS SIGN T CONCRETE SIDEWALK � PE Ulmus amer cana'Pnncetori/American Elm B&B 3"Cal. 16 PIPO REQUIRED NU BOLLARD (22X2.STREET FRONTAGE(1100 @3"TREET/50=22TREE5@2.5") Sheet Title NUMBER OF PARKING � ARCHITECTURAL (22 X 2.5"=55"@ 3"TREES) 18 TREES STALLS PER ROW CONCRETE DISTURBED AREA(17 ACRES X 5=85 TREES @ 2.5") CONIFERS CODE BOTANICAL NAME/COMMON NAME CONT CAL SIZE Dry LANDSCAPE KEY NOTE O (85 X 2.5"=213"@ 3"TREES) 71 TREES NS Pic..abi.s/Norway Spruce B&B 6' 1g DETAIL O TOTAL 89TREES PLAN CHAIN LINK FENCE -o-o- PROPOSED PLANTINGS REQUIRED PROPOSED PERCENTAGE AP Pinus nigra/Austrian Black Pine B&B 6' IS DECORATIVE OVERSTORYTREES 125 TREES 74% + WOODEN FENCE -°-°- CONIFEROUS TREES 44 TREES 26% AIR CONDITIONING ORNAMENTAL TREES* 15 TREES 0 WP Pinus strobus/White Pine B&B 6' 11 UNIT ® TOTAL 197 TREES 169 TREES NON-STEEL EDGER ------ SHRUBS AND PERENNIALS 1,449UNITS ORN.TREES CODE BOTANICAL NAME/COMMON NAME CONT CAL SIZE QTY Sheet No. Revision *DOES NOTCOUNTTOWARDS REPLACEMENT TREE TOTALS. SIB Amelanchiercanadensis'AutumnBrilliance'/Autumn Brilliance Serviceberry B&B 2"Cal 9 11. Syringareticulato/Japanese Tree Lilac B&B 2"Dal B L1.01 Project No. 21654 Ap,12,20aa pmU,:,:dicWL:\Pa Ecrs\216se\c D\CmMhee\2tsa-Lru D.dw Saturday May 4, 2019 Good Evening Lake Elmo Planning Commission, My family and I have lived in the Savona Neighborhood for a year now. I've seen the videos of past Council meetings of my neighbors fighting to stop Continental from building apartments along this entire stretch of 5th St. & Hudson Road. Here are a few key points from what I brought to the discussion at the February meeting where I spoke up. If these are going to truly be marketed as "high end" apartments, then the standard for the inside, outside, and surrounding landscapes should be required to look "high end". A few key points that the Planning Commision and City should request Continental revise in their plan before making a firm consideration: 1. No Chain Link Fences - We as a Savona Neighborhood are required to have aluminum fences - Please keep a higher standard for design. Require that Continental have a 6 to 8 foot metal/split rail fence. This will keep the area looking aesthetically pleasing and hold a higher standard for design on future apartments that want to build in Lake Elmo a. From their plans they have "decorative fencing" in certain areas b. The entire property should be surrounded by 6 to 8 foot metal fencing c. Nicer townhomes will be built behind these apartments, I bet those residents would appreciate nicer fencing when they have to look out at these apartments 2. Green Space -why is there no designated green space for kids and families? For this large of a complex, there should be a section for people and not just pets. 3. Have an emergency exit for residents - I know in the February meeting there was yet to be a decision on a 2nd exit for residents. Has this been determined and figured out? Please hold Continental to a higher standard as Lake Elmo's first apartment complex. Thank You for your time and consideration. Sincerely, Annie Daugherty 553 6th St. Ln N. Lake Elmo, MN 55042