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HomeMy WebLinkAboutAttachments reduced P R I H 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 UDR -V-MDR Closed Landfill ®AP MDR -V-HDR -Institutional RAID _HDR -V-MU -Park RSF Ez�MU-BP E:iJ LB -PSP ®RSFS -MU-C -BP ROW ®GC V-LDR -C MUSA 2040(Revised) 1 W134 N8675 Executive Parkway • Menomonee Falls,WI 53051-3310 • Telephone:262.502.5500 • Facsimile:262.502.5522 P R I H 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. ee — W134 N8675 Executive Parkway • Menomonee Falls,WI 53051-3310 Telephone:262.502.5500 Facsimile:262.502.5522 P R I H 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. i 3 W134 N8675 Executive Parkway • Menomonee Falls,WI 53051-3310 • Telephone:262.5o2.55oo • Facsimile:262.502.5522 O P R I H 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 S30S1-3310 • Telephone:262.So2.SSoo • Facsimile:262.So2.SS22 LEGEND 5����� / / �� ■ ■ PROPERTY BOUNDARY UNDISTURBED WETLAND ------ DISTURBED WETLAND RIGHT OF WAY I I PULTE TRACT 22.30 ACRES +/- I (Includes 5th St ROW& 1/2 of June ave ROW) I GROSS SITE CALCULATION MULTIFAMILY AREA 16.77 ACRES WETLAND AREA(UNDISTURBED) 0.24 ACRES HUDSON BLVD R.O.W. 2.23 ACRES FUTURE ROAD R.O.W. 1.12 ACRES TOTAL AREA 20.36 ACRES 1284.16' I GROSS DENSITY 14.73 DU/ACRE NET SITE CALCULATION MULTIFAMILY AREA 16.77 ACRES WETLAND AREA'(UNDISTURBED) 0.00 ACRES HUDSON BLVD R.O.W. 2.23 ACRES J Q FUTURE ROAD R.O.W. 1.12 ACRES o ' TOTALAREA 20.12ACRES ii o Z NET DENSITY* 14.91 DU/ACRE 111 *NOT INCLUDING UNDISTURBED WETLANDS U m Z z z z i+> z - MULTIFAMILY c°� PROPERTY LO 1' 17.01 ACRES± w Ca rn w 0 a N 10 � I Y I u 0 200.00' N I o � I / z o-1hK- w ' a 1085.68' ' I HUDSON BLVD N I o ' w Q s to o rc f w $ o � i ! O > s m W Z E !� w ~ U 2 rc In !• REV. - SHEET - - 0 75 150 300 EX-DENSITY 5 4/15/2019 Washington County Property Viewer aign in Prop e -%wer -%rty Vic 77 7 I MT-FFF i f J- 44 L/ ga&f T L,- z�- I -T7F A SON, HUDS&RD maps.co.washington.mn.us/propertyviewer/ 1/1 4/15/2019 Washington County Property Viewer Washincyton Signin cotlllty Property Viewer 612 -- ��� 9586 L 602 '�971,3 U- �,Lp ter Alb' t`� 9594 584 U �23 aA a r M ay�h 9&04 597 961 F. �F (L 565 p S47 ti$5 �g�i 960� g62� 5,z3 �j13 TO i' 583 1 1 = _ 9623 9ri36 <v -L- 0 a in �f9 552 569 a 550 � M r !)61 s r 1 't 61 v 5 QF l_ 5 gT QrLL6- 6P cm HUDSUN BLVD N �- K EATS OF N TO N'E3 l 94 RAMP!' � -- F13 ! 94 rU wOVI)EiU. I F(Y OR RAN 9470 9CKW 9700 � .. ---_1 I i maps.co.washington.mn.us/propertyviewer/ 1/1 Washington County, MN ED Fill .74 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. tkSambatek 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, jP TE DEVELO ME M N N ESOTA I'D I \ 9955 HUDSON BOULEVARD NORTH L f I I Certification o — �A f ' Summary \ \ z Designed:EAV Drawn:CIL Approved:EAV Book/Page: ` \ wi i i i i i i i i rI D Phase:PRELIMINARY Initial Issue:4/12/2019 12.85 AC Z Revision History/ No.Date By Submittal/Revision ^. 4/12/2019 CITY5UBMI-rAL — C O O 5/1/2019 CITY PRELIMINARY L l_ RESUBMITTAL OD \()( ✓ 1171 - t Sheet Title IAI OVERALL DEVELOPMENT PLAN Sheet No. Revision NORTH C2.06 o too zoo SCALE IN FEET Project No. 21654 M.,01,:039 30.0:.m 9u,:ml.n.nL:\PMER5\:o355\r D\CNIRE.hleRU055DaI.Prop.li.,E.hrou.Ewg I __ " o- O __ _ o--o-o-o-o--o o--o-o __ __ H h G _ 9' _ r Samb{atek I °° 9' 9' www.sambatek.com 9 9 oD am ° 01 01 °q UB 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 DG 8 ®A DG 1 A FFE=1003.00 A I Client °°o FE=1006.65 9 FFE=1006.35 FFE=1004.85 A 9 FFE=1003.00 = 002.67 GFE 1 I ° 6.02 A GFE-1004.52 GFE=1002.67 ° 07 I CONTINENTAL 04 _ B E ° o o° °no 04 0°° ° ° 483 FUND LLC FE=100 O8 GFE-100 ° °°° ° ° 04 °° y os 07 °°° o 04 on °°°° o°° o 04 °° ° o°o m I "' BLDG 96 FFE=1003.00 �� l ° _ ° °°° ° = o o. oa Co. o , � 02.67 ° ° zz' W 134 N8675 EXECUTIVE PARKWAY B20E r AQ B20E A I T B20E A B20E A I o° o os ° f r"' 01 MENOMONEE FALLS,WI 53051 4 ? os 1 BLDG 6B BLDG 7B 1a 09 `BLDG 1 DG 1 I I F =1006. 0Project F =1004. 0 FF =1002 5 F =1002. 0 N I 9 07 F =1005.77 F =1004. 7 =300 m =1002 I ° U ® ® 1. Da ® °°°° ° o °°°° ° o Da °°°° °°°° SPRINGS AT I I w F 10 ti 01 O8 04 ®� Rq rr 01 09 ® 09 04 09 08 V® 08 04 �09 '➢ 04 1I1 w -1�0 °1 P18 �rB°1 Da - LAKE ELMO CSO Os °o 6 \ ... _ C. .__ " DS 9 _ 9 � � 19 ° a A 09 LJ OS o Os ° E 07 08 07 ° °° B ° ° DG 1 w ° °° 07 I 2' 2' 1 US 07 Q 7 FFE=1002.20 09 I Location o9 A 07 A GFE=1001.87. " B2 0 o ° ° I+ BLDG 3A 7 � A ° ,, � LAKE ELMO, ® ° o os A c = F 62 _ _° __ _ MINNESOTA > FFE 1006.20 UE 04 B DE 09 04 i . m I I BLD nGFE=1 G CLUBHOUSE ♦ BLDG 14A ' I 9955 HUDSON BOULEVARD NORTH FFE=.005.47 FFE=1005.50 FFE=1001.75 I = 005.14 FE=10 18 FFE=1005.00 09 y TYP 001.42 l 9 10 I 09 q�b 07 O F BE 1 SOUTHEAST PARCEL DESCRIBED_ PER DOC. NO. 4041879 24 i 1 11 a lrz -, 04 os ° y o / - - - - ° ° 1ti ° I 3970 29 2, 43 °DD6 /I- Certification 29 DSON BLVD N i, S. t 8 FU- iU- 30 HU O 10 ALWIN CHrL rLLI__�' hereby cart fy thatth splan,spec Tcatonor 04 04 report was prepared by me or under my duet[ 1 \O 07 OS 08 04 ° supervisna and that under the lensed I I professional ENGINEER under the laws of the state 6 •9' ° 05 6 _ 9' E of Minnesota. �A O \o ,yg o 918, B• j I la' 22' 24' \ P ��� q9o•° D i ° o-ei ♦' n, m, E 4 -I -o� �-ae�° CIE ° o ° °-- --------- - it' Eric A.Vogel a Registratio _ 4 Date:4/12/2019 / 7- 06 t - f 06 \----- If appli tac[us fora we[signed copy of this plan whi vailable upon request at 5ambatek's, Minnetonka,MN office. T {VARIA Lft> - Summary Designed:EAV Drawn:aL Approved:EAV Book/Page: LEGEND DEVELOPMENT SUMMARY DEVELOPMENT NOTES KEY NOTES Phase:PRELIMINARY Initial lssue: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-SEE ARCHITECTURAL 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 CITYSUBMITTAL EASEMENT ------ ------ BUILDING INFORMATION QUANTITY HEIGHT ©MAIL KIOSK-SEE ARCHITECTURAL PLANS 5/1/2019 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 o0000000o r e COORDINATE WITH GRADING CONTRACTOR. O POOL-SEE ARCHITECTURAL PLANS WETLAND LIMITS wL CONCRETE SIDEWALK 0 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 TIED 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 399 SPACES THE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR. TOTAL PARKING PROVIDED 562 SPACES 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 ulY lULnIEVELD.THEOUALITYI£VELwASDETERMDIED COVERED PARKING RATIO 0.29 OS 5'SIDEWALK-SEE SHEET C9.01 oFa <E_,n_oE'=A�oAAo�DE NE=rDarRECDUFETIDnaNDDEPImDNDrE.lnlaq Sheet No. Revision rvGo A-ECONTRACTORADI suacomRACToas SHALL DETERMwETHE EKACTwCATIONOFAL.LF NG CLUBHOUSE PARKING 175PACE5 06 STOP SIGN-SEESHEETC9.01 Rl°DPNERTATEDNEFDRMINNE,DTAITHE C3 01 a ALND'COMMENCING WORK, 10 eE wuv NOTIFICATION O s4elie foA nRvauo nu DAMMES,WHI H Mlour BE OCWIONED 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,LIE 07 ACCESSIBLE PARKING SIGN-SEE SHEET C9.01 IF THE CONTRACTOR ENCO'1ERS ANY NORTH • L FROM THE PROJECT ENGINEER. PROVEM THE ErmsHowu ONTHEPuxs.ODRACr RTO RELOCATE ALL EXISTING UTUITHOUT DES WHICH CONFLICT WITH 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 .a,.0 UR 1o.o2am Uur:mla..o L{PROIECrst21614\CAD\CNlq heeI:\21 s l{IITEdwg LEGEND 5����� / / �� ■ ■ PROPERTY BOUNDARY UNDISTURBED WETLAND ------ DISTURBED WETLAND RIGHT OF WAY I I PULTE TRACT 22.30 ACRES +/- I (Includes 5th St ROW& 1/2 of June ave ROW) L� I GROSS SITE CALCULATION MULTIFAMILY AREA 16.77 ACRES WETLAND AREA 0.24 ACRES HUDSON BLVD R.O.W. 2.23 ACRES FUTURE ROAD R.O.W. 1.12 ACRES TOTAL AREA 20.36 ACRES 1284.16' I GROSS DENSITY 14.73 DU/ACRE NET SITE CALCULATION MULTIFAMILY AREA 16.77 ACRES (-)WETLAND AREA* 0.00 ACRES HUDSON BLVD R.O.W. 2.23 ACRES J Q FUTURE ROAD R.O.W. 1.12 ACRES o ' TOTALAREA 20.12ACRES ii o Z NET DENSITY* 14.91 DU/ACRE l.l.l *NOT INCLUDING UNDISTURBED WETLANDS U m Z z z z m z 04 r MULTIFAMILY c0 LO PROPERTY LO i 17.01 ACRES± c 0 a I J N I,/ N N Io _ � o 200.00, z I I o � I / z o ' LO 1085.68' ' -- -- — -- I HUDSON BLVD N I o ' w Q s to o rc f w $ o � i ! O > s m W Z E !� w ~ U 2 rc In !• REV. - SHEET - - 0 75 150 300 EX-DENSITY 5 Samb�tek www,sambatek.com 12800 whltewater Dflys,Suee 300 Preliminary Site Development Plans Ml3.476,65MN05343 BENCHMARKS 783.470,0010 telephone BENCHMARK Bl=MNDOT DIsc"6282 A%"-EIev=936.51 763.476�6592 tRC6111111e Located at NE quad.of Int.Hwy.94&Keats Ave. Enginearlog I Surveying IPlanning I Environmental BENCHMARK 02=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""n andtnatlamaduNlleensed Professional ENMNEER under the laws of the state C1.01 TITLE SHEET of 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 Reelstratin a 4 Date:4/12/2019 C2.05 DEMOLITION PLAN If appllc tct us mre wet slgnedcopy ofth[s plan whI 1s mr1,ble upon request at sambataI,% C3,01 SITE PLAN Minnetonka,MN.ffl— C4.01 GRADING PLAN C5.01 19 CONSULTANT CONTACT LIST: Summary EROSION CONTROL PHASE I CIVIL ENGINEER cs.02 EROSION CONTROL PHASEII Deslened:FAv Drawn:C3L DEVELOPER/OWNER SAMRATEK C5.03 EROSION CONTROL NOTES AND DETAILS Approved:FAv Book/Page: CONTINENTAL 483 FUND LLC 12800 WHITEWATER DRIVE,SUITE 300 Phase:PREUMHURY Initial 1ssue:4112/2o17 W134 N8675 EXECUTIVE PARKWAY MINNETONKA,MN 55343 cc.ol SANITARY SEWER AND WATERMAIN PLAN MENOMONEEFALLS,Wl53051 TEL763-476-6010 94 C5.02 STORM SEWER PLAN Revision History TEL262-653-9352 FAX763-476-8532 C9.01 DETAILS No.DateBy Submittal/Revision CONTACT:GWYN WHEELER CONTACT:ERIC VOGEL,PE IT E 4112 zo19 clrvsueMlrrnL 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 KHALEA SLATER SAMRATEK 111 W WISCONSIN AVE JL2800 WHITEWATER DRIVE,SUITE 300 MILWAUKEE,WI53203 MINNETONKA,MN 55343 TAMARACK RI) TEL414-373-2000 TEL763-476-6010 FAX 414-272-2001 FAX753-476-8532 CONTACT:DENNIS POHLMAN CONTACT:CRAIG JOHNSON,IS Sheet Title 0 5. GOVERNING SPECIFICATIONS TITLE SHEET CITY OF LAKE ELMO ENGINEERING DESIGN STANDARDS(MARCH 2O17) CITY ENGINEER'S ASSOCIATION 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 TEL763-476-6010 TEL651-646-8149 FAX763-476-8532 NO SCALE Sheet No. Revision CONTACT:JOSEPH ROZMIAREK CONTACT:WILLIAM DELANEY,PLA C1.01 Project No. 21654 r.p.n,mfa.s:tpm-uu,xnnryl:VMlrcrNvssatuoklwlSnanNlss.cl.,numua + _ I \ / / / ••+L: -/ \ 34-029=2�1-43-0003 / ` I tt ! / / / A11 DPSELLAKSS EELMf]NLCD / \\ \ \ I\I\1 I I\\��\t i\ l\ll f l! f _ -99g — / y f+ f OFOUND MONUMENT / kwiFOUND CAST LRON + 1) I MONUMENT .._ I- / -� �.E_` \ I it FOUNDRIGHT-OF-WAY I ' I ( 'k mbatek.com o IIII 6 — � � ♦ � �� � �' � / \ I ) 1 \ / /� �----� MONUMENT b I I o\\ — -- \ — ♦ \ ,•:a. --� -� / / 1 \ \ I I , I \ 1I 1 I / / _ ! J+f tzeoo wnRBw9rBr.rive,score 300 SETMONUMENT - 1 r 6 O MARKED LS 43933 ; l� III -y \ \\ Yy..•� / l ! Minnetonka,MN 65343 \ I / / // 763.476.6010 relaphona Sb GATE VALVE/HYDRANT _ J ^ I I I I 6 .� �,` \ ", J - / I I I f ( + //l f f J � / / / / / / fl 763.476.8532 facsimile ®SANITARY MANHOLE L r `�,� ! f 1 ! J / T f 1 ' ~�f /+ '�`y ��OtRI !Y _ _ \ yy l Engineering ISuryBying I Planning I Environmental O CLEAN OUT ' I�pt\ I g f ,�-� ` \ \ t�" •__EAGE OF STORM MANHOLE <�- I I l �I I I �� r 1 / J Y'1 f //r /r^ ` 1\ \ \ CONCRETE ® STORM CATCH BASIN { I �.r- ,. ♦/ `1 II / � 1 / \ \ `_� /1J ll ! 1 / Client FIT RED END SECTION IIII I I•w I I fa 1 / -� ~ \ •�'-\ t�r_1 1 1 I! /// (� THE 1 / s Q TRANSFORMER Ll, III Ilf ` d+ I I / / /��� �' \ \\ \ \'\1 � 1 J J 1+ RIRL El- I J f 1 / / CONTINENTAL 1¢C LIGHT �i a ! 1917 f t/GUYANCHOR I I \ \ \ ♦ \ �/ \�_// /1/ 483 FUND LLC Lj UTILITY POLE I OP 7 O.P. - \`.\1 \� 1 RE,af019.B2-_•f IS ( ) f _ '-`_ \ \\ \ v. ✓,�\ // E t)♦' OOUNUARYLINE IE-9g7m N) I ,r� r \ ♦ \ \ , \_/ CON RIGHT-0OF-WAY LINE IE=987.8e S}S) + !+ { -- _perN 1 / / r / \ \ \��/�nRIP Of�FRF•L� / UN OERLYING/ADJACENT LOT =Be7,92(F.Y(f f1 ! ! J / / \ \ \ ,.L`� fl + I '19'PVO sRl� I // / / ,om-' \ \ �' r �--�' f// a�/ / 1 + I + ! f J / / I 1I fig® W134 N8675MONE EXECUTIVE Wl PARKWAY Ll..L.11 TIE LINE If + J !+- ` / IE-B 8.3E J /f \\ \ \ 'S48 \ / }A \' pa/�tl` �1I/I,(R_b� I I / / / MENOMONEE FALLS,W153051 SECTION LINE IIII!! fI I ! IPER LANIr� //// / + 1 + + I (100.00) DEED DISTANCE y I \ \ a59 / / 1�• 1 ,� GNARDPDSf �� IIII IIII I I +1 I IFpGE OF/ ) I I I f �o Iff f f +!1/ �y J I \ \ \ --� +y�. a 1), V >.{. ,//f-IOUNDATION I! f +f+ r +� If I ) J I -lopa� \.� i.v i 4 -�,.r+ , S J 1 1 I I Pg ® 6A5 METER A +fl ff1 )( +1 I I / // / / \` \\y \ �h- \� i /205Y GAS MANHOLE EDGE OF GRAYED J // y�f''}i('3�s�.R{J I I I 1 I \ Project ® ELECTRICMANHOLE o CCC+I+►�!I!I f+I!f�m l / l ! I I / / i t-- I �Fau tie-` \ / t�� I l 1 1 I g I I / ® ELECTRIC METER rl+I!llfll�l l ` / / 1 ! / / /� , I' I I I �. i I t 7 I + / I\ SPRINGS AT rD TELEPHONE PEDESTAL J 1 �ot'H -` \ / I $ ® CABLETVBO)( f(fff+fll!! 1 / , \ �� LAKE ELMO ® COMMUNICATIONS MANHOLE <-- RLS REGIST£REDLANDSURVEYOR FO FOUND I E-Im4.47- IIII AI=I ( / ,,pp IE-::445o •Ir II I +,' µ -t-.,8:- _ORAfN 0.t' u4kl7r E'(7 r —I— WATERMAIN iE=998,40((S fJ - q€q ',:'d1;,` -n1-n —P— SANITARY SEWER IE-Be9.45(E1✓7�IIE�1 127 I(_ / II I -�12'DIPa� —w— STORM SEWER (I5.L(70, -tR- UNDERGROUND ELECTRIC III B' ER PLA \ I II J / / I I / - -_ - 3R° L ' R UNDERGROUNDTELEPHONE Jl�jlf�lJ f d f I 1 14 �' }�° �-_��a 2t-, cam' - .�;'� ° EDT 'IP 3slz' I�I Location +--DO UNDERGROUND GAS JI1 I ReJBI 1 + ! ` 4 / I I /a� ' r>F —Lx— OVERHEAD ELECTRICAL WIRE l+)1 (!frl f? ``•FLµ- 1 I I I I + fI Iy \ \ ♦ / + rg"' / .JI' /' - o �I��' , FUUNDAR14 Q 1 \ \ } —FD— FIBEROPTIC JII ` ! I 1 ! \\\ \ -" / / /J / / / _ 'r I 11 B-SF. / ;LP / \ �Od>�'edY L\ < _ LAKE ELMO, I / L OEII EA B / 1 "ENNROhRdE71 AL "� LINE bMALLEL�yET}I , \ `� M I N N ESOTA —D— CHAIN LINK FENCE J I I �--" / qgw� I Fl LOCA 1 t / ° tY / ~\�' —— WOOD FENCE +f ! 1+ 1 f 1 \ —__ _/ / / / ! / __,> / �,I LINEW THE sw T ' \ �►I+! 4A I �/ , 1 J J 1 / / l J I $� I� 25 6 35g2 / / ! wI \1 WIRE FENCE / / , _� 5 , / (,y 9955 HUDSON BOULEVARD NORTH / Y _ `-SW RJEA9T P CE1 DESQ59BFD. r 1` DECIDUOUS TREE ! 1 / � ��!,coder 'ETYENT \ -/ / / ago " / \ k / ( / -\\PER DaC.�4041079 24) ` I ! { / / / / / 7- I'm Ma N61 J964047 7 / � r� w 1),_D2B_26-21- DD09 CONCREIFESURFAEF / -L� I I / '-� NB97B77 -1I I `Ij- 1 ® WELL RE=1017. IJII +! 1IJI IJ o/ss// �/ �, / // i f / r NUNE.P CEL 29 // / / // ' �a \4r, i / `vT\ \ II / 9730 NUDSDMEN ULM J f IE=9g7,7T E)� Il 1- f ♦I� f r/f M��R0A[Wi _iy ALR1N CHILDREN LLC / IE-9�iB.-L9 I ~-tmz- �// / / i f /-DOG.NO, 11aSg4.648HYB.7 .1/ EDGE Z 1 111 THE vtm`l- I �`� 2wo�ti I A f 1 3B715B3g(11d)(11n 11)/ ` ♦/ $\ \ I i 355a EDGE F GRAVE! o \ \ EAST 1NE SEOON l �..1 -f 4 -.FOFo' - `-- --^ Yo---- '�--- -7L - -'--------`--�i- tiE y� / I SW 1/4 RA� Certification -439�s- Ip "- r '- L. �._ - 1 4 -_�_-__- -� FO�e 439s3 �nI 1 •�/�-yyJ - TI"'� Itw`mpg ` —— i Bzea r'i ::; ,spy /�IIUDS�N BLI�p N \ \ �r `�gp3~ �y RE-iDIL37--'� CORNER,SE 1/4.SEC 34 + I ' ' PUBUC RIGHT OF 1VAY YAfiIABLE YdDTIf EDGE OF j;I V , ,,.�/,� m ) EITUMNOUS - I i�:.l, -/5e P SW 1/4CMO 17►OF SE SEC.34�y I �`� T I C LF��a ° e a--p�a�a--moo B- -- aDFaa/fot R ,' - - - `-�.'S L1NEr SE 1A EIEC,.t4 < ` "TABLE A" NOTES SUBJECT PROPERTY — Q V 1. l2w>uweryl nm,-po,wuu,ep,vpeaey,vumrl,aniwnenq or the wilnessbthemmor 0,alwcr°munQdming lh°FNm wml,old s¢Ipmperrymrl,er prorrned tsesrrfpebn mpnumenw,ar wltnmseslq tlx<wner,at the la<albr4where clxrcdM Lori ePpeelmbeairy eNdemeofan¢ghdng mmu,nenL (e) Agreement L4niting RlRht°FWay 4w %dated 111119,2DD3,1mdedn41113,300r,a,Puc llo.3172091;1&1, l¢H rfrW/eRpmperly/ ]. [he pmperrydpes,w,haman.signed add,ew. - That pwtolthesauMwest quazkr ellhe SouMeasl Oualle,,SaUbn 34,TowmMp 29,1AW 2L Washbgtan C¢umy,Mlnmsma desenbd as follows: <omgth ngtM.sMidStilh-ofaaltls¢ulhrestAn L dlh¢5Idhl Ul0alwr,*It[MaMUD&grewlKmfnute,fMh,wdsCes4assumed6eaakg, A ,10NII Fee-1ift„Ign57 A6rttmentlromRPPro&,MNwlhAmed,al1A.MOr...fI (Northnme.ica)b,.,&tedlanmry/,3015.rwor&Q Summary 3. llie,ub]eglpmp¢nyllm vdTM Flootl Plats LaneN-'boa gfMl,dmaf Fbod wooed',accwd„g to FFMn pas HAM Map Na.])I63[02KE fried U3f201tl, along tMwmllne of sold Soulhwmt quarter°Ifiesnutheaslgnary¢r,adbtal,ce°IB2.B6kcl mlho mrlh line of Parre120CaI Mlnnewta DepMtm°nt°I Apr1110,201s,as uac Nq nm145)rand(af(erh mYfMOro➢erlYbbnhlNnolwelAe prnotrbsvnJ 4. ll,a V¢ arealnlwmadm¢FsubR&W.pMy 4,214 Square het , . , .. pq , , Deslgned:EAv Drawn:eL1m NenA00&ymaaminuks 3lsemnds EasLa dismme of 607.23 freq Thenw 141,11,49 degrees AO ml,ntes 59 umMS Emladhmnw o112&I.)6 ket to the wyo,dedluly 2g,2p16,as Doc,No,1076g35.(goes cot vjfaU m6Je,tp.opertyf s. TM vmtkaLeMLLshown°ntM graphkalpwrlonoleM mrvey. sass line vlpld Swnhwes,gvwwr olthe5outheasl Dua,ter;therce5¢ulhOOdegrees0l mliwlesdmmn&wesyale„gsaldeatl llnnudbtarca o1428.ID Leal too Approved:EAv Book/Page: print 2A7.RFeet noUAI(tw.,.A,..mnwr¢1 Mid 5outhweslOuarieral th.'Soulheasl quarw,;dunro soulh a9 degrees 54 Wb*,I6x rtfs%W0,paralkl m 14.ERsome.t br power line p Powlasco I,.,d In the FWbwbg: PIIa6e:PRELIMINARY(nlllal ssU4'.:4f12/2o19 66.The zoning lnkrmadon has oat been p,avlded by Ux cgent. &esouthllro olaaldswtlrv,es,qua-ter el<he5outlrast,lua,ler.adlslmceDl2tl80tl leet;Mer<e SoutA00 deem Ol minuws l3,econds YuesUpamtlel to the enl IN Nrel Decree,mmrded April la,lw2,1n m.k az6d Dee&,a[ 69;and,&....t U,uhM lire If sold So t1MIst-w,11-Soulheas oA.,t,Ha d,t.,m,t 1r3.21[g to 111-1,line W Pawe129C;thenw South M drgme,tg mbulm n,emnds Poge ( 7Ie 1 P,oPer(YI Revision History 7a,There are m 4,IlArrgs an Ow wblect prop¢rty. West,along wild­11.1h lno,a dik-If wn,TS k-tm the paMle/M1egbnln& le] AslRnmen[4AAswmpd1w1-vmenl Oit, GEL Ene,gyu,r.,m xmwernsta,m pvwe,Compmy,detrtl Rbrw,y7,200E resorted MarcM1q Sgt1, )d Thw<habulldYsgfaundodanonrhewbJtttPmpenymsls°wnondJinenrlmeQ. asquuFFo,1105]52.(�h➢ro➢erty-n¢easemenMmdapftt°asurver) No.Date By Submittal/Revision gs or IS k popery ,M ryarea D¢un The klbwMgmtis calespmdblhe wfereironumLersliswdlnsdie&kg,Sectbn2of M,UUemmmM1menl. 7c.Them am no hullAln k hhmmeesur,onsub U I.Thahugdl foundalbmassMw t dlevel. I5.Terms and<ontllUuns al the peWlan andWelmr AgwgmenA dated Seplentbe14,2013,,e<ordrtl Seytember l2,mn3,as Dar.ryo,396901s.(Pffmlrpmperly- 4112J2019 GTY SU6MITTPL no mumenNrodepfrteaau,myf OlflUl9 hTw COMMImA,M g. NUWesuhsmnild kawreseWerved In Uw prv,rmsolre,der,;,,gthe Mdwarl are slwwphereasu 1[.The,ightmemctandmmWk.litempgrarVon landadlddng Trunk wgknay l2 and lmelswxlAgtmxy94,and also Rmnatlan,en xasews�ld h!ghways,as A ntatned ar shman In th¢hlbwMg: 10.T,rmsaM mndillons of the Pedd¢n endwdee.ngreemeM,dat<d Sspbmbr14.2013...... 5epkm6er 32,303i,as WCNw 3tl6401G.(AJfm&pmpeNy- g. 0112dfL9 Ws,uwcaiw 9. Tht,...mpa,king.m.an tho suhj¢gt Plape,ty. m no eaummlr to drplrl en survey) c, Mftrfd an0grvd c0MMrNtS 1ga.il°re wme mdivdlun orpartVwalls UeslgnmetlLy Ux rlentmbesMwn nn the surveil (alNMhway Fasem¢m,&wtllanuwy n,nv,rautd-d February lg.l92),In eooN]11dOecds,.[page];(6afemenl doer not ydNtmbJLUpmpedJ V,r<rms and ce Eft.,,InclPJin 1Mr dmlre FasImmt,deeds- Yan%,,m Ren,A13L pulpmesb laverof Ure(dYdmhe El........talned d p PUMlcdwhxgoa UtYlry (b)Nahway Eaxmen4 doled lamary 19,1927,Ierord°tl Luna L9,I922,In gmk u1a1[seed,,a1 pag<206;(f4%colts&vs not plhctsvbkctpropertV-!FM Pkmhe,9.2013.Ieco,&d Seplemhe,12,m1A m p¢c No.39Ra04).(AN rtrpmpMYendewemsnl U depklsQh4reonj 11.A6oPAerS hdth..,de .,dWiaatwasill.wd......})riled°�mnnylxawsnnllJsdwaMassrgnedssq[n,getNe.rg360g2g0.mrsu,vcyollnak°an° wflbkeNarinpR.O.W.J NORTH guaranties that the undngravnd dflHtis shown hereon camprtuallsu&911ilfes lnlM area,ellhe,In servlm or aLan&txtl.wilXymppgers aHm do,wt 16.Trims antl mndillons,Imbtling an ea,emem far puh}c and dalnage purposes In lavwol the my of la}e Flmo,as mntabed In Me PUNMtxaWgegusiltry rnp¢nd to tMse requests In the held but maypw,tde maps,plan,,and drawMgiln lku of pAyslcel bamboo U11111yIMnrmaUm shmm hereon isammplkdPnpf (g)Nnalcw,IRroti by ThesmwalMknesola,recwdeOAIRII30.1959.Ingo¢k2m¢I Dee&,alpage lL fgo,emmt ]?D thepmd&Jtrepinlwmatlonand II,*,,III ll&smd worked utifiUes wMchvrere lwatid dudnglheswvey(leldwmlk.Thou P"'Mrtl,er does not eaNIMp R.aWJ uan(UwtTh.un&lgroI.,uIYltl¢sfiown hprmn a,e In theewcl l.ralt¢nasiMirakd,aS 2JAJtg,tnt6Iph rS s.-1.11.,pnsdhlehamthe awRahk 19,farms and mndiHun,,Indutling en naxnxnl k 1.pt.b,,12,nag,pu,0osos In hum of the dhof la}e Flmo,uc°ntabed In the Publlr 01a1roge III UtYlly Mktmatbn.Thewrvoywhas n¢l pM1yskaltyfmated Moantler&ouMulflitles.PursuanttpMS216Acantact GopherSmw Onr rwllat1651w54m021p&rtoany [d1 Mim,emtalkgartmeMalTrenspolmllwl NgEu of wayPlat Xa e2a3reswdedMawh 22.1R82mOx.No.4]959;(AjJMsprvperly°ndhdaplrndAercun) Fmemeny datedsepp¢mber_,2013.,e<°rhd5eptember]],2013,°s SCALE IN FEET .a,ayapan, (IWartunh Deed,m llm 5wla¢fhll°nes¢la,recwded 5ep1ember 30,19",as nou Na 45299D-III,Pa0290 Wheuh°ve Rahl,I Wa y Pk t Ni 82A3; 2...-Ind mntlitlo I.,Iudlhg..ea9-men[kr UrerF pwposes In kvwel the Clryof lake CImo,asmnwbwd 1.0.pmmanene p.b iI sneet[a,ement 13 TM rewes If.dpMhg hnd¢w,xrs ac<wdng to them,reldc¢unhtar reowds me shown on tlxmuvey. (dwsnol Rar.,ubNU pm.yJ AyGame,d,Iem,ded 11.e er 2u,2gtq, M,,Rw 4W...;t.(0¢es not¢n rraW/ertpmpMyJ 14.Tlxsg-to the nmr¢vl lMers¢cting 1-11100 Feb,Sth St N.&%eats A, (f)Fhwl CerURrme by tlx Smwof mlu ,u,near&d&u j27,IN7,I,-N,54NISI,cqukfng Pe nef"C M the above Mghtol Way VlaL No.11-hard 1 2 Teems and mntl:tlans,I,Nludingeasemmis for drawq...I mllittri,w e,1,fam,of the City of LA,DI,,..... rIM In the Dminage and Waly Easement 1d.Tlwrels...sderceof,,w,tmnhmpuN ,,kLpI1,11's -towolhulNinga,Mlllon,e6sav¢tl1.-0v,es 11f 0mrNtlwRehMo,k fRA.W.PklA._aarumeyd ngeemendreuwdedNovembe,III,2DUL DI,.Na40u7a0p.(Do 1MIJo ttsublMpmpWF) 1s� Sheet Title (NRulblafm D¢ey ham the5mteal Mlnremla,mthe Clyor Lake Nmo,datedxmwmh¢r13,2pF3.remrQeel UvmmLer 3tl,NII3,as Doe.No,392593g Ig.d.w. 22.Te,msand mndNi.ns,l,pludng•n eaumml Mr ull'irypu,pwes inkwrof We ClryofL.ko qmo,as roaw_ned Intl-Vlsl:ty Fasemenl.,emrded Nommber 20, VICINITY MAP 17.N¢rho,sgeslnsUe¢Idghlofwaysar¢popos¢dyurCilVofla}edmoRay.TherelsnoobzervaLkeddencegfrecentshes:,°,side-walkmnsuu.dm«,epalr, pkraAownaaauru¢yJ 2p14,asDaeNo.40u7wa.([osemvX�U,pmpMY.,,gown-/olhwiNHpraposedR.QWJ ALTA NSPS r TMrewcle wa,kntl&Ilnrnlbn nswt.N aLutv¢d In lAe psecess oFmnderdrd the l4Mwark.See surety,Perate[kr by the Depmtmenld the Navy,dated 12,ncsrw.lbno15096da0 minemlyand mineral rights In the Easl N.Ilof lM1e S,mMwest Ouartergf Sectbn 30,as lesrned In the lolbwfng: ;1.Tmmsand mndilio Dar,Memorandum oleo&,swnding,6¢Iween U.S.11...orponUon,and dPSJa}e Elmo,LLC,dated Oclobw 3,2014,wldtl,ls FCWuary Am19,fgc rve.Mvw201ap315ya4RTw,Mewrdand.as&I,xawd by RkFaug Emd,anmenhl.the Oepmimenlof w¢Navy......Ith the ,e,ar&d,°°doftft1 Wlim¢f U.,M6hb by WS4 kl El,.,tt rw&dNo...1,,20,2014,es Dw.No.4od)m5,whkh,d..b,Mid Memorandum of ,10-01 brallon per MId letmr,Apmmll homthe Depwtmenl of dw Navy nlmt Ln oLmined,,W,m art lilt-&edghig of th-Mod. la)wnhed Wananty Deed,hem thewdwal Faun MOUgage cwporenpry as grantor,to LYwrc 1,14.a d..d.A Fehlws,xgnnwes,dated November e, Und.,dandle&IMerF*➢ro➢erty-no eoxmenwmdrplU enrareeyJ, LAND TITLE 1939,t IIII!NIv,bs 21,1939,In gook 135°f D &- atpog.632;aad(dannwnffoUsoAJn(popnrtj IS,PI.Hahk.11,h...M..band rerun,&s dttlosed 10.p-Id.dVtI.daruments.,Jr.,abr.coed du,r"0I flld work A.,.Film,m b¢ fit and/or IN- 24 P,,,lbleoverlap ufthe landwlth the pawelmthe soulheaslsId pa.,Ib,Is Ibed 1.the Wananly[ties ,d-Q 6epwmber 22,Wk9,a,We.No.4041- 20015TREETN the,ubNe Wo tymeshmm hwe¢n. IhI qN1(Wm-il.Ior,Lha w&col Farm Mortgage 6wporatlon,to the Unitrd smtm ofane dated Sept¢mbe,k 19S),mwrdrtl Novembe,22,11",M The feg.f des VdmPr.pwedbrxomLule75 rAo ¢,➢wI.d°n thb,.-,LronUguovi rq and ere°tn royops arave.bp+kdrA'Ae,autAea,F Forte\., m-ASamLakk Pmlesslonal UaMlltylmeana cmultrak eNmuramewlll he prmldedapan rcquesl Reeklp9 of Ocn&,elpogo 493.JOoernma/feq rubfeApwpeNyJ descIJrdfnmAfdaru Q SURVEY 12.Telms and ogndl,lo,ss,liwluring aneasemenllur plpellm pwpme,,>s conwlrctllntlw klbwM& 5TI4 STREETN u J la)W6,tof Way Cpnvey Mfu fSMnda,d OilC pan%,&,ad Augurt7,l"fi,rec &dA-g,,t26,1945,M-1,150¢f Deede,atpge 219;fdoer,mt —CERTIFICATION a SURVEY NOTES nff4rt,u6fMPrppe lYl T,C111111 ta1413 Food-.ITS-lake Elmo,UL,.Mlnrewmomiledll bfq•mmp.nyand iutnme•kan Tide ln,,,-,w tpwp,W, o (l)bnr&,at page w4. The AmelFca°0I C°mlany,dat°d l2memb.r a1,19®,rem,&dra,wary 25,196L In gook 236 �M,I,to wUlly dwtshb map or Plaland UmmrveYan whLhltM Wcedvrcw mad<karro,da.."th the-6 MiNmwn Sdnlard Delall ReWOemend lo, SITI. Sheet No. Revision 1 Refw I,,SDt1,(bm"t-1i 11-3-ISKE,&kd Dare W17,20M ROt-1c.n Till,lmurallre Cnmpamy. ° AaN5P5 fendTllle SurxW,NLntyeUabllshedcoda&Fled byRLTAand NSPS,and lndudes Items 1,2,3,1,5,Mb})(aLl(L](1),T(cL X,9,10,v,1a,sa,Sp,17, (c)Pwgal Rekaseof AlghtofWay Eororyanm,&wtl Mays,19r2,recorded May g,19]2,as Doc Hw 298638;(dome.[�ssdfenpropenyJ 18,19.and 20 of iabfe AlMred.Th¢I'cold wo,k was sarnpkteQon 01/2U2tl19. l ThelsearingsyslemHbasedan(he WnsN„gmn fouuym¢rtllmwayswm,NalM3(19R6adJes,}witl,an assumed Learkgaf SevthOU gated try,12th dayol Mm&,2019 INTHWY94 ��Y®� degrees 01".1.li seconds West f.,ti east Mxof the S-IMI,I(Wmwr of M,S tlwast cht-II,-1,m,-hip 29,Range It. (d)qufl palm Deed,Irani Am°c°Oil( p,ny,so the SUW of Mmesom,&wd Ocl°bar 2s,t9Rg,record-d 12e¢¢mhe121.19g3,as Doe.t2o.45746%(does Rot ffertI01irclmit-Ir. 5ambalek,Ir4. ] the vertlgal cla,um bbaud on NAVIt&h gENCNMARg11 =MNoOTdx'8282AR•-EIeu=93R.31 N.T.S. Located at Nf Read.of into IhW.94&KeaMAve. llE1C H-ELW=1tm1-0I Ga'gEt nson,l6 H n1ARX02= TN SoulhPropertyrneofsuh]actpropeny@mldpplMg111ne. M-n,resoteLk¢ru°Ha44530 Project No. 21654 IoLrmn�samhatek.¢4m ape Iz msv.2.xvnm.wnxnrnhulPaostmAxsssa mKno�suroplvowUusam.mTup SPRINGS AT LAKE ELi 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 Washington,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 comp Ilance 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,Mlnnesota described as follows: Minnesota Statutes,Section 505.03,Suhdlvlsioo 2. Commencing at the southwest comer of sold 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 Pa coat 29C of Minnesota Department of Transportation Right of Way Plat No.82 43;thence North 89 degrees 1S minutes 27 seconds East,along said north line,a distance of 40.00 to the polnt 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 polnt 267.8 feet north of the southeast caner of said 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 89 degrees 18 minutes 27 seconds West,along said north line,a distance of 1D85.76 feet to the point of beginning. COUNTY SURVEYOR,Washington County,Minnesota Has causedthe same to besurveyed and platted as SPRINGSATULKE ELMO and does herebydedicate to the publlcforpublic use the public way,and the drainage and utility easements as created bythis plat. Pursuant to Chapter 820,Laws of Minnesota,1971,and in accordancewith Minnesota Statutes,Section 505.021,Subd.11,thlsplat has been revlewed and approved thls d.y of___ J 20 Inwrtness whereof saldcontrnental 483 Fund LLC,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 Pursuantto Mlnnesota Statutes,Section 505,021,Subd.9 and Section 272.12,taxes payable In the year 20.on real estate herefnbefom 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 Ry Washington County Auditory 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 of the county Recorder for record on this____„_day of.20 at o'clodt_M.and was duly recorded In Washington County Records. I CmIg E.Johnson do hereby certify that this plat was prepared by me or under my direct supervision;that I am a duly Licensed Land Surveyor In the State of Minnesota;that this plat Is a correct representation By: By: of the boundary su may;that all mathematical data and labels are correctly designated on this plat;that all monuments depleted on this plat have been,or will be correctlyset within one year;that all water Washington County Recorder Deputy boundaries and wet lands,as defined In Minnesota Statutes,Section 505.01,5ubd.3,existing as of the date of this certificate are shown and labeled on this Plat;and all public ways are shown and labeled on this plat. Dated this_day of.20 Craig E.Johnson,Licensed Land Surveyor, Minnesota License No.44530 STAYN OF MINNESOTA COUNTYOF 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 Commission Expires SAMBATEK,INC. ENGINEERING,PLANNING AND LAND SURVEYING SHEET 1 OF 2 SHEETS SPRINGS AT LAKE ELMO I I , ! N89'40'54"E 1284.76 —————- ------------------ � � 1274.78 I I I "10.00 _ I to I I I N I � I � I � I I 5� N _.- JUNEAVENUE I NORTH I r n LOT 1 j � � I ` I z I I BLOCK 1 I � ---------J 4' S89'54'16"W 200.00 k, "j) ' LINE PARAI I WITH THE; I � 5a.LINE T1f TEE SW1/4.1 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: INOTTOSCALEI DRAwcE&um/rr EAsvwwr PER,=Na 3814047 O N UNE,PARCEL 200, '� H£RANO -. I N "HE PARALLEL WITH THE I NB9'IB774" 10 u i 1 �•MN00T ROW PLAT N0.82-43 o I 4A00+� 1 I ! om NO.429592 5 UNE YHE SE CDR ` 0 EAT OF �1 + •+ I +10.00 ; 1 I I jJ yOF SW 1/4 Q - -- 1075.78 — ---_ t.-"--a aSl 1r �]9RT3 •.- S89'18'27"W 1085.76 Lam_* FD RLS 43933 I I RING lTED,ANN ADJOINING RSOTOF-WISE INDICATE O,AND ADJOINING RIGHT-OF-WAY UNR,FRONT,REAR AND SIDE LOT LINES AS N0017B J!'E 4, I t�::U.i UI'S C`L_�V Li i'i I I SHOWN ONTH£PIAT. ,!,'.-IT PURUC RIDHT OF WAY(VARIABLE DTH) ::i' Y:'A T WI D. u Si T i l(1 )1�1 1��1/OF SW I/4 ,-SW CORNEA.SE 1/4.SEC.34 — — ��••••—�— — —— —— .-S LINE,SE 1/4.SEC.34 —— — — —— — — — — — — C. VICINITY MAP ---SEC 34 -- � O DENOTESI/21NCH BY 141NCH IRON PIPE SET AND MARKED BY LICENSE N0.44530. • DENOTES112 INCH OPEN END IRON MONUMENT I I 1 I I FOUND UNLESS NOTED OTHERWISE. NORTH THE EAST LINE OF THE OF THE SW 1/4 OF THE SE 11415 0 60 120 LRDOSONalvO.N.Z — — Nor ro scgiE ASSUMEDTO HAVE A BEARING OF NORTH 00 DEGREES SCALE IN FEET SECTION 34,TOWNSIIIP 29 N,RANGE 21 W, SAMBATEK,INC. 10 MINUTES 13 SECONDS WEST. IINCH=I20 FEET WASHINGTON COUNTY,MINNESOTA ENGINEERING,PLANNING AND LANDSURVEYING SHEET 2 OF 2 SHEETS Sambatek www,sambatokxom 12800 WhlleVtaler Drive,SuKB 340 I I 1 \✓/ // '/�° '1 1 .� - \I ADDRESS NOT A%I 763.476,6010 Eo / \ \ \ 1 1 1(t i t 1 l ! l l )1 )! / i - -' 1 f I I r Mlnnetoft MN 55343=PS-LAKE CLWO Lq'C _ \ \ \\\\\\\\ \\\ /' ,'_ ' a°'--- ) tolephonB 763.476.9532 facsimile •+ SI 1 I I i \ / 1- \ \ "'\ \ 1i _�-. \ \ \\\\ / - f 1 I EnpinwingISurveyingI Planning IFm7ronntental \ J ! I Client 1 Nil I 1 ! ! J �\\\I\ Ii I I J / ��-lam -`-_. / I CONTINENTAL 483 FUND LLC L i .-I-1-. _ - L ` \ \ 7l` -EDGE OF\ \ I l / / - a-- III I I II I I / ! / ��' �---` �,•r^\ �•i \` \ 1 /� /{ 1 ! ( Gil TA 1 ' W134 N6675 EXECUTIVE PARKWAY / � M[NOMONEE FALLS,WI 53051 1 1\\l iIIIIII / I I / / ,�,._ --� \ \ �. �_ - _>(�.\�vSEDG DF1�\\11f RE-1016.92 I� it I IU-10 7.1c�0.P. I / ,a� r \ \� \ \ :.__EOfE OF TREES ,/`,`^�--�✓ �CUN� 87Ae , 1_ RANI / / �'r / \ \ \ \� -�P aw �,. / l�rl ! I J 11 I ! I 1 ! } l �z Project lE'-987.92 f� I I , / I i. .'a� / i ! ! I i ! / SPRINGS AT 1 EoBI 38 i ! / / / �' \\\` `` J / ♦`♦ iliil I if i IPER N I I 1 / / _-~+i ,�, / // - / /� /1 (!f + III ! ( i s !I li \ ) -1l �� ,� I gIS Jf LAKE ELMO a III[ I!I 1 )\ I i I I / / / \ \ "` ,•=�w./ r `--/� -L✓'"E IAA ON // \\ s� iII III /2DN9 t-,oaa� _ - 1 FDOE OF DRA4Fl�-7 \`� \�T s I I- I I a�� � w I I �,l�a�'1 �y $ � >; � � � 1 I .-= ,t� �- I I i 1 1 1 i I / 1� rll Location ►jj(►lil Il kf,� 11 I I 11 \ 1,IIIfill f p - Ii g s 1 f / r I / /�'_ ,__- . 1 ! �y�- \\�`��f��� 1T: -I I 1 i 1 1 1 I I `\ 1 \ \ „ } c;i LAKE ELMO, Dt4Alf ell IN i - /-Cn / DRA 0.� unlfTY to I r / ( \ I / /-.----_\-� .,aa4 aria ✓i \ ` I , 1 1 ,h� r` e°% 4440 rM I��II !N - -y °P� q+ i I i / / _ -, lo*2�°'`-r I t --�� l l 11\ .,�'" I ` , M I N N E S OTA 1I 4 r� f 1 Iy -. , ., C I''- IE-OBL40 E.11)II Ja. I!_ I I `Iz'0lP TUD � I I / �`� I 1 I I �- '-raol�� �.r i °x_ i,x•• II J� V 1 9955 HUDSON BOULEVARDNORiH I Ilil(! l�l 1 / ~� - an y i i f f ;+ a a FD I ' III , -PER��N g 1i 1 AGE of / /1 ° - t r FOUNDAIPA ' \ 4 e ND fir ` 11 B3F. �J it+tllI�pYI IY / II I-sa0.e9 I I I ! I 1 r\ `�J 1,-DEIINEATEO eY IWOLHAUD 1 t / p ° \ \ \ Jill I f iI y P ` 1 I ! I I 1 -`\ \ J / / / `I "ENNRONWENTAL I I ° LINE lallE LacATE�, an° t i I„ �If III iII\ 1 ! l I �__- 5 15a , / ! 'BE ! II I I / / / J � / SOUTHEAST P�.RCEL orSCRIBE� 7 i it I + \ 1 / / 1 PER ON.N4 4WS79(24) \ Certification / ! / / / lylfJ7rrSf11YT' ✓ r / r 1 / / - I I , \ - `� �A14 S laf047 Fs, / / are / I ! 9 1 \ / / 4¢' (( .���s(,f�g71 as°I ��erQgdi� 34-029-29-21- -0006 \ / 4T\ 730 HUDSON w N 1 Arasra7�7d�0/.II y/ /� 1r,i AL1Nw cHllnNflfltttNNN LLc Re-10112 I 11 11iI �-�, .P' // f / / / / ,/ f/I ! MOOT iiPOAWSCE7.z9C. `� ! / / I DOC,NO.429s_.s4B82D,'7 / I \ LANE PMAUEL WITH'0iE IE-99T.71 E)'f,�l _EDGE F CRAM:L o , IE-9e5.7 „� �1011-7oro / / f , 3B75B30(itd)(11Q(�)/ / i0y\ -.� �Qar Erq A- ` --� - Cti _ /r; / OF SW 1/4OF THE SE cat _ -__ �_.�__. ,.-._- -�� _fir. .-._____.-__a1 �--_. ____ L IFD RL543B35 T=' ,-c ! / Nov ffi 'e - --lasts. \ y /.. � \ \ L:I \T t/� ���j �� \ �'\ II �\ •r , \1 \ �I\� ~� Eit�iCC Fs�`iisliT :'r= �;; s- tFiUPoDSONYBLVD NDTMy ^ETUAII,US r�s t11.. } f SE COQ DF 5W v4 Summary __ Y -SW CORNER BE 1/4,SF.O.34 / :• , f OF SE 1f4,SEC.34'. IE 99aaa 7^S LINE,I E 1/4,aSEQ 34 i 1, lE,>� �G11 a J - .- -... --. �,_ - -,t' __ •I `-- J_ DeslgnedtAyFA Urawn: ck APPrOved:Pgv Book/Page: PhMaIPREUMINANY InIF41hlr%W.4112f2019 Revision History No.Dete By submittal/Revision AAA M9 CITYSUBMITTAL -SUBJECT PROPERTY PROPERTY SUMMARY LEGEND •FOUND MONUMENT 0 GAS METER 1. SUBJECT PROPERTY IDENTIFICATION NUMBER IS 34029214$0003. FOUND CAST IRON @ GAS MANHOLE That part ofthe Southwest Quarter of the Soulheast Quarter,Section 34,Township 29,Range 21,Washington County,Minnesota MONUMENT ® ELECTRIC 14 NHotE described asfollows: 2. THE GROSS AREA OF THE SUBIECT PROPERTY IS 17.0159ACRESOR741,214SQUARE FEET. FOUNDRIGHT-OF-WAY 0 ELECTRIC MA MONUMENT M TELEPHONE PEDESTAL MENT ARE TV Commenting at the southwest corner of said Southwest Qua rterofthe Southeast Quarter;thence North OD degrees 06 minutes MARKED W CoNIMU BOX O N4ARKED l543933 � COMMUNICATIONS MANHOLE 31 seconds fast,assumed hearing,along the west line of saldsuuthwest Quarter of the Sontheasi Quarter,a distance of 32.96 feet to the north line of Pan-I 29C of Minnesota Department olTransp,rt tion Right olWay Plat No,92-43;thence North 89 ---��-SURVEY NOTES y01ATEVALV HYDRANT RLS REGISTERED LAND SURVEYOR A degrees 18 mM.1-77 seconds East,along said lwrth Noe,a dlstanra of 40.00to the point of BeBhshong;thence N.11100 degrees ce69 1dNTARY MNIIDLE FD FOUND Sheet Title 06 minutes 31 seconds East,a distance of 607,73 feet;thence North 89 degrees 40 minutes 54 seconds East a distance of 1284.76 1. SURVEYCDORDINATE BASIS:WASHINGTON coUNTYCCORDINATE SYATEM NA083(1986) O CLEAN OUT -I-- WATERMAIN EXSTING feet lathe east Roe of sat Scuthwestatuarterofthe southeast Quarter,ownce South 00degrees0l minutes 13 seconds West, 0STORM MANN01E -1- SANITARY SEWER along sald east line, distance of429.20 feetto a point 267.8 feet north ofthe southeast corner ofsaid5outhwest QaarteraFthe 2. FIELD WORK WAS COMPLETED ON DSJ21/2019. ®®STORM CATCH BASIN -N'- STORM SEWER Southeast Quarter;thence South 89 degrees 54 minutes 16 seconds West parallel to the south line of Bald Southwest Quarter of 3. THE VERTICAL DATUM IS BASED ON HAVDBS. -Ei FLARED END SECTION -uE- UNDERGROUND FLEC1TlrC CONDITIONS the southeast Qua rier,a distance of 2D0.00 feel'thence South OD degrees Dl minutes 13 seconds West,pan Ifel to the east line of Gp TRANSFORMER -YI UNDERGROUND 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=MNDOT DISC"8282 Ak"-ELEV=938.31, (LIGHT -u9- UNDERGROUND GAS degrees l8.brutes 27 seconds West,along said north line,a distance of 1085,76 feet to the point of beginning. LOCATED AT NE QUAD,OF,NT.HWY.94&KEATS AVE. eGUYANCHOR -oE- OVERHEAD ELECTRICAL WIRE LZ UTILITY POLE ^-F3---- FIBEROPTIC \t - BOUNDARY LINE -dam CHAIN LINK FENCE II BENCHMARK 92-TNH-ELEV=IOO1.DI, RIGHT-OF-WAY LINE -n- WOOD FENCESOUTH PROPERTY LINE OF SUBJECT PROPERTY MIDPOINT OF LINE. - - -- UNDERLYING/ADJACENT LOT-s- WIRE FENCE L-� Sheet No. Revision TIE LINE DECIDUOUS TREE SECTION LINE ° NORTH CONCRETE SURFACE . I10000j DEED DISTANCE � WELL 0 6D "_7D O GUARDPOST �- 04 SIGN SCALE IN FEET Project No. 21,654 - yr,�,:ss-�.p-U+nav,rry MgOnC1A1M5c1CAPKM1alSNslNlaY.CN4KNODwa - �l -T _- .�1..,r.._\W��.��-- .a\ \ � l blambatek { } �, Ih!! I \ _ ~\♦ �. \ \ _ '�....�// ! r) ) ! I I I 1 I 1�1+ 1 + / / / -s- Jl www.sambatek.com ! ! } I 3d•� - - \\ \ \ J + ! I • ,,. ! I i - /r /J� 12800 Whltewater Wye,Sulte 300 763.476.6010 telephone 49PI 763.476.85321acsialI e -EDGE Or '� 1 r - __� -•\ \ ♦ . CONCRETE EngindeArAl urYBTInAIPlannlrplEndronRenlal I!4 I I I r+ / i 1 / / `'\• \_,,.\ \ \.•-•^'' 1 / r r FyIlGE 04 rRf.CS I ! 1 ! ! / / / / ) I / / � ;"l - _ � \.. \;�• ;� ._ .__--_, _ .._ �.. . JfJ! /// 1 1 �(7(IIf1L'�E���_1 r � r ! ! / / / �, / / � Client CONTINENTAL + 11 I+i1-E�AII{I!{If I!��I I Ia /I/�{I}�I {iE-(I- -1II IfI��fyo I-7sTI(L I D P 1/ j/ / // / / r adld� _,aA—/f '_—____----`� \\l\ \\\♦\♦`\�\\�\ �'�_..._. _._--�1 _'; \/ t,\��\r� /� \ \)`�1�1,,}1 1�J1� 1I I IJ I III!!I r�{r l}I}I( � III III I!1 !!1/ / //// / //i'— W ++l l 1 Nb 483 FUND LLCh €°.a \ �°�ll�-TREE G1 EDGE W134 N8675 EXECUTIVE PARKWA Y LINE) 76 � MENOMONEE FALLS,W153051 E�►Ijlll�j+ II- a jji r h s•Pv sru�1 111111 I II I r r I ER 8.33N / // \\ _ N, -/ EJDGF DF { I III I Ji I I I l r --// Project IlII`IIII Ill/ \ 20s2 f ! i 1 a� �'• / EDGE OF GRAVEL- J SPRINGS AT !\ LAKE ELMO 41I1j�llfllllir�_I� �� f � ! I � { / , ��"" �• ___. _..���F�-'`\\ ��;�-�'�'�#� I� � 8 � � � w � ; I I + + I I / v ..11►j1j 111�j I;r II`� '�+�! 3 1� I 1 /! / !1 � / \\ J / _ _.__ ♦ � —__.-— �- ��--��.�;,/�_ ! I I � I I - ! 1 + � � I ' I 1!JJJ�I I� I i it � � I ! 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Ian,--�_�eu6� IIXAf�� �tr...iORF..�.-.-..Pare .t. _ �-1._.__ _ Pnn re9uesl atSambatel's, �` ._l��-� ....---`^_ ,p2-_...��_.._._._._.�...�__�•.:+•-,-_-_._--_... _._...•.ti...h_�--__�._.r.,..._ - ...._.... ......�� -_._.__ ____.__c _-...._.^�-�Y.�....._ .....---- _.....-s.t �^--^•�•--.--,�-_..._. _.-�._I__ Mlnnnonka,MN offlca. BL1/D N \EDGE OF ;\ R F SW 4 \ ..., r (VARIABLE V i11) `THITUMIYOUS '- - 1 -_ F E O 1 Summary / _._...1_-_ -- Desl Ted:EAV brawn:uL -f OF SE 1/4, SEC. 34�+� t LEGENDApproved:EAY Book/Page: " ten"`"DEMOLITION NOTES PhaSe:PRSUMINARY 1111111191 ISSUE:411212019 EXISTING 1. DEMOLITION NOTES ARE NOTOOMPREHENSIVE.CONTRACTOR SHALL VISITTHESITE PRIOR GAS METER W TO CONSTRUCTION TO OBTAIN ACLEAR UNDERSTANDING OFTHE INTENDEDSCOPE OF B. THE MAPPING LOCATION OFALLEXISTING SEWERS,PIPING,AND UTIUTIESSHOWN ARE NOT ReVISIOn History WORK. TO BE INTERPRETED AS THE EXACT COCATION,OR AS THE ONLY OBSTACLES THAT MAY OCCUR HYDRANT 1+ ONTHESITE.VERIFY EXIST114G CONDITIONS AND PROCEED WITH CAUTION AROUND ANY NO.Date By SUbrnittal/Revision LIGHT - REMOVETREE LINE rW� 2. THEDESIGN SHOWN ISBASED ON ENGINEER'SUNDERSTANDING OF EXISTING CONDITIONS, ANTICIPATED FEATURES.GIVE NOTICETOALLUTYCOMPANIFS REGARDINGDESTBUCTION 4/W2019 OTYSUBMITfAL THE EXISTING CONDITIONS SHOWN ONTHLS PLAN ARE BASED UPON ALTA AND TOPOGRAPHIC AND REMOVAL OF ALL SERVICE LINES AND CAP AlLL LINES BEFORE PROCEEDING WFTHWORY,STORM SEWER ®---'---pP•-•----•-• REMOVE EXISTING UTHITYLINE •- •-/-��f-�� 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,CONTRACTOR SHALL INCLUDING SO'BEYOND FOUNDATIONS. WATERMAiN 1Iw��•-------•1--------- REMOVE EXIST CONCRETE CURB ^'B'R - HAVEMADE,AT OWN EXPENSE,A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR SAMTARYSEWER 0-----6--»•--($) AND SUBMIT IT TO THE OWNER FOR REVIEW. 10.ELECERICAI,TELEPHONE,CABLE,WATER.FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO SAW CUT EXIST BITUMINOUS PAVEMENT BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY OVERHEAD ELECTRIC -------oR-------- 3. THECONTRACTOR IS 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 COORDINATION WITH THE UTILITY COMPANY 15 NECESSARY TO PROVIDE A SMOOTH UNDERGROUND TELEPHONE •---an-------� APPLICABLE CODES,OF ALL STRUCTURES,PADS,WALLS,FLUMES,FOUNDATIONS,PARKING, TRANSITION IN UTILITY SERVICE,CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UNDERGROUND CABLE TV -----uc•-------• DRIYES,DRAINAGE STRUCTURES,UTILITIES,ETC,SUCH7HATTHE IMPROVEMENTS SHOWN UTILITIES WRIHIN THE ROAD RIGHTOF WAY DURINGCONSTRUCTION. REMOVE EKISTINGCONCRETE PAVEMENT ONTHE PlAN 11.CONTRACTOR MUST PROTECT THE PUBLIC ATALL TIMES WITH FENCING,BARRICADES, CAN BE CONSTRUCTED,ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT UNDERGROUND ELECTRIC -----uE----- TO SUITABLE MATERIAL AND BROUGHTTO GRADE WITH SUITABLE COMPACTED FIII UNDERGROUND GAS p---.--- REMOVE EXISTING BUILDING MATERIAL PER THE GEOTECH AN NICAL REPORT AND/OR GEOTECHNICAL ENGINEER. ENCLOSURES,ETC,TO THE BEST PRACTICES. �[ OIAINLINXFENCE ---o-----o--o— 4. CLEARING AND GRUBBING:CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM 12•CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL +++++++«++++++ THE SITE AND DISPOSING THE DEBRIS INA LAWFUL MANNEA.CONTRACTOR IS RESPONSIBLE TIMES DURING DEMOLITION OFTHE EXISTING FACILITIES. Sheet Title REMOVE EXISTING LANDSCAPING STONERS ULAU,GWAIL REMOVE EXISTINGGRAVELORIVE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL 13. PRIOR TO DEMOLITION OCCURRING,ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED DEMOLITION 5PRINNLEREAD rat" FOR CONTRACTOR 15 RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO EXISTING AND APPROVED BY THE LOCAL AUTHORITY. SPAINKLE EDGE OF osv J�amy�(( BUILDINGS PRIOR TOOEMOLITIDkOF THE BUILDINGS. 14. CONTRACTOR SHALL LIMIT SAW-CUT PAVEMENT REMOVALTO ONLY THOSE AREAS WHERE PLAN EDGE OFTREES ���, REMOVE EXISTING TREE EIJCII 7. CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITYCOMPANIES PRIOR TO REMOVAL INNRAEDREQUIRED ANY SHOWN ON THESE CONSTRUCTI TP TNSBUT IFANY DAMAGEIS BE TREES/SHRUBS O 7CC�3CC AND/OR RELOCATION OF UTILITIES.CONTRACTOR SHALL COORDINATE WITH UTILITY NCA)RR DO FOR ITS REMOVALTHESURROUNDING R. REMOVE EXISTING V NM PANIES CONCERNING PORTIONS OF WORK WHICH MAYBE PERFORMED BY THE UTILITY CONCRETE {-� B"-:-�5 j ^ 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 TO REMAIN•OAMAGETOANY CONCRETE NRB -^ --- __ REMOVE EXISTING UTILITY /a EXISTING CONDITIONSTO REMAIN WILL BE REPLACEDATCONTRACTOR'S EXPENSE. 8. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT LOCATIONS OF EXISTING UTILITIES SHOWN BITUMINOUS NTB =- ===_---�= RE MOVE EXISTING CHAIN LINK FFNCE --a-� ON THIS PLAN HAVE BEEN DETERMINED FROM IN FORMATION AVAILABLE. 16.ABANDON OR REMOVE ALL SANITARY,WATER AND STORM SERVICES PER CITYSTANDARDS. urrnuumleva .rRnuuAunr¢¢wAsoarfaMmfv COORDINATE ALL WORK WITH CITY.ALL STREET RESTORATION SHALL BE COMPLETED IN Sheet No. Revision xe cw'ofMxsa scw soarnirn sruuoAeo aumfuufsmamamuacnoxlwo ofamrwaarrannxe ASSUMES DEMOLITION ACTIVITY, THE ACTOR MAPPING ACCURACY,PRIOR HIES 4RTOF COMPLIANCE WITH LOCAL STANDARDS. viensuueceurn RryasuocpxraAcroastxA„si-fl ETRFradfrtoCMINNofaN.RRAING REMOVE EXISTING LIGHT FIXTURE ® ANYYTo ANY THE CONTRACTOR SHALL NOTIFY UTILITY FEXISINGUTCOIES.TH 54HHOURS aaawwxmcxc waay,RycartAcnroa rxcxmifrcaTroxpmulaxrxw slAraxNErxa MiNN[SxrAl.rx[ pRIOOFUTRTO ANY EXCAVATION FOR ON-SITE LOCATIONS OF EXISTING UTILITIES.THE LOCATIONS COMMCra11ANPpRSUACOHrRACIOR ARRRIa oEfWRT Ar.YONxe,[roexn MlnauoaMAcgwnsll Mlclrt Rax[uvax[o ar 17. CONTRACTOR SHALL PREPARE AND SU OMIT TO THE GOVERNING ntfTHOAITYATRAFFIC FIRECOaaawaerauune SAWV1A ovaaswuHsNMo.uurnnleslulmuwaouno axoovanxfAol. STTEONECALL SHALL A BE OBTAINED 252.1265 OR THE 85 CONTRACTOR BY CAWNG MINNESOTA GOPHER AND/OR PEDESTRIAN TRAFFIC PLAN PER CITY/COUNTY/STATESTANDARDSTOBEAPPROVED �� ®� x�ic�r NORAaoR iNrouxBRsaNr oRaxr14 mESIwr11 N[aasn[xwa mnRaneennlaeawminrelxU,wrcsa5 STATE ONE CALL AT 800.252.1166 OR 851-45q-0002. BY THE LOCAL GOVERNING AUTHORITY. ��2sss i xalsnenvf.xoaaninmssxwtsaRACRfRppxnlxa,ranRovxravMmRaaaEcreNraweRa. NORTH • IT WALLMTMEnrsroxae+urrasrxemNrRneroaroaxourEAufmrixau,anleswxxxmxrunvxnlnlffxofosm 0 SU ICU Pi w �nvm nxmRalAx� SCALE • IN FEET Project No. 21654 ARrIi aW9-3aanm-usnxax,gxYxnl¢rAarA56�'ntV,ry�r,sneelA]ri5924MMa.dnf - ----- -- -- ..,- °� ! 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'� f ! ! °o u O4 \ 1n 07 08 04 e g I ---- 01414-GHIL%N-t-A•G--•_...�i' I Ihereb cenlfythat this plan,spedRatlon ar I / I I reportYw,,pfep,redbymeorundarm,dr..1 p \ \ I supervlsion and that I amaduly Ilcensed WMfnsonaaL14ENGINEER under the laws ofthe state B p A 9 _ r I 22, 1 I f_. , o_- z '- Ek-_________EL:_R-...,.___,qe-=._ ••ol'.n �-_�-_a"'�"___._..pe_._...... .. -- - -- - _-.__.. _.�.__�.__ ---L_� r Eric A.Vogel 1_A1T1..- _L_t ! -- - - - - - z F " Reglstratro 4 Data:4 12/2019 T I \--••----'�--.-_.',„.- �- I _^ If apply y" I as * aasmraWeesyneaap prtmx i J TR •Nt -�-r 06 n -' I Mlnwhl ISa MN regvruL at lamb sek'S, .�_.....r-..._._-..-_r.._..��1-__-----�..-.._...�-.._.......-._____.�.____...___-_�_-.._._..__--.-.___-�__--'-_.-"- -�._...._._..-__�.�._.�__.._.....`-� �S -•„� � � �_ __ _ _ _..�-- MinnatP N PSFIGe.nle M L a a,r • -r r ,�., .••.- s f, H Ur ----- -----k-- ---------- --T---'-'-------- - �. _- - - .. -� ^n - ,•,�.__.�-_r PUBLIC Rfi NFFfiF T bTTY _� t. °;__.._ ------ Deslged:EAV Dra wn:rjT APPraved:EAV Book/pas.: LEGEND ===DEVELOPMENT SUMMARY DEVELOPMENT NOTES ===KEY NOTES Phase:PRELIMINARY Initial ISSUe:4/12poig PROPOSED EXISTING AREA &BUILDING,STOOPS,STAIRS SEE ARCH ITECFURALPLANS Revision History PROPERTYLIMIT ---� STANDARD DUTY GROSOE SS AREA 741,214 SF 17.02 AC L ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH P007. CURB&GU17FR ==Lz- ASPHALTPANNG 2. ALL DIMENSIONSSHOWNARETOTHE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED. QTRASH/RECYCLING PICKUP AREA-SEE ARCHITECTURAL PLANS No.Date By Submittal/Revision BUILDING INFORMATION QUANTITY HEIGHT EASEMENT �----- --'------- 411212019 CIIYSUBMIRAL B2DE(20DV/aUILDINGI Is UNITS 2-STORY/35' ©MAIL KIOSK-SEE ARCHITECTURAL PLANS BUILDING -«•E--�-� CONCRETE PAVING 3. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT"GUTTER DDT"WHERE WATER TOTALRESIDENT BUILDINGS ITS DRAINS AWAY FROM CURB.ALL OTHER AREAS SHALL BE CONSTRUCTED AS'GUTTER IN'CURB. RETAINING WALL OOOOOOOOt1 wmm.arv .:+==+ COORDINATE WITH GRADING CONTRACTOR. &POOL-SEE ARCHITECTURAL PLANS WETLAND LIMITS -----+w'----- CONCRETE SIDEWALK GENERAL HOME MIX FIOMLS PERCENTAGE STUDIO O 30 10% 4, ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. &MONUMENT SIGN-SEE ARCHITECTURAL PLANS TREELINE %,JIJ.MI_J 1-BEDROOM 120 413% SAWCUTLINE + ARCHITECTURAL 2-BEDROOM 120 40% S. ALL PARKING STALLS TO BEWIN WIDTH AND I84N LENGTH UNLESS OTHERWISE INDICATED. &VEHICLE GATE-SEF ARCHITECTURAL PLANS SIGN `�•• CONCRETE 3-BEDROOM 30 1D% TOTAL HOMES 30D 100% 6. CONTRACTOR SHALL REFFRTO ARCHITECTURAL PLANS FOR EXACTLOCATIONS AND DIMENSIONS OF TRANSFORMER-LOCATION TBD PIPE BOLLARD EX PORCHES,RAMPS,PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE NUMBER OF PARKING ZONING LONISILTIONAL CATIONS. O CHAIN LINK FENCE•SEE ARCHITECTURAL PLANS STALLS PER ROW PROPOSED EXISTIM OZOIMNG URBAN HIGH-DENSITY PLANNED UNING RURAL DEVELOPMENT ITT{HDfl FU01 7, SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAILAND FOR EXACT LOCATIONS OF LIGHT O DECORATIVE WOODEN FENCE-SLLARCHITECTURAL PLANS KEY NOTE K% POLE. - PARKING INFORMATION O BITUMINOUS PATH Sheet Title DETAIL %X 8. REFERTO FINAL PLAY FOR LOTBOUNDARIES,LO T DIMENSIONS,TNUMBERS,LOTAREAS,AND LO GARAGE TOTALS; -DETAILS SITE PLAN CHAIN LINK FENCE -q-a- NUMBER ATTACHED 120GAMGES 9, ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVER MAXIMUM LONGITUDINAL SLOPE MAINTENANCE GARAGES DECORATIVE 1 OFS%11:201,EXCEPT AT CURB RAM PS 11;12j,AND AMAXIMUM CROSS SLOPE OF 2.08C411Y181.THE 8B-612 CONCRETE CURB AND GUTTER-SEE SHEET C9.D1 WOODEN FENCE -°-tl- NUMBER OF STANDALONE 42 GARAGES MAXIMUM SLOPE IN 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 AIRCONDITIONING 02 8-616 CONCRETE CURB AND GLITTER-SEE SHEET C9.Di 9 ROUTES PRIOR TO PLACING Y IF THERE OR BITUMINOUS PAVEMENT.THE CONTRACTOR SHALL NOTIFY UNIT PARKING REQUIRED PER[ODE 5253PACE5 THE ENGINEER IMMEDIATELY IFTIIEREISADISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSVS SURFACE PARKING AMOUNT 399SPACES THE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR. 03 TAPERED CURB-SEE SHEETC9.01 TOTAL PARKING PROVIDED 562 SPACES 10. "NO PARKING"SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. 04 4'SMEWALK-SEE SHEET C9.01 UNIT PARKING RATIO 1.87 mfsuvwxfnccum,m wmxpnY COVERED PARKING RATIO D.29 Os $'SIDEWALK-SEE SHEET C9.01 aapmlxcrorxEeur<uxfsvfascfnz:lnio°srinN°rvoaiocu,X°Rfn�swnixicpiieciiarv°am fp ewiiauofnm°�rmeE° CLUBHOUSE PARKING Sheet No. Revision s xryxsiecoxrxacrogss,aupppuirvf s'A funurafpxprapfpmxn 17 SPACES unun�ie�rPq° 10ASrpiicNcarCONrpLrplRALY nGrpnRurpleopurnsu aKL Anhal..mE 'INCLUDED IN PARKING CALa 124 AOAI O6 STOP SIGH-SEE SHEET C9.01 Ni�xo0.Xm YwWq�plvAcip LpcY�[nxopum A�IU�LY�nu uxnurmip.Xaugxou�GEwWN�%�ISNf YOIXAsprv[a er pr C3 ®1 I 00N1aacrF¶Exwumasaro vMiNntEvnmmrxE snE.xrpnsxEsxuLXo+xvrxEExpNEmwpxrxrfou ipp spc 07 ACCESSIBLE PARKING SIGN-SEE SHEET C9,01 ryFlsxcrlYr,NapM�N 1Me°.IWLxr gar>txrmwmiPu[ppvgoyµ mppnir pgp,[cr rNGlNera. NORTH 1191aup1HFRF5lpNNBIarY�FTHf roNlgpCrOlm AHntAIEN+Fxa+INGmImIFx WH%H CONIIILT WRHYHEEAD/pgfp &ACCESSIBLE PARKING STALL-SEE SHEET 0.01 0 50 100 papvgxLmsNpwx awn uws &VALLEY GUTTER-SEE SHEETC9,01 SCALE IN FEET Project No. 21654 p.sa,ros-spin,.u.s•Lei,I,ryuVaplrpyvaspVsPufnnsreuwssa<s-mfe.a y i/1 I }}� v �� i _- _ _ �__•_` \\ __�_-_. �L N 54-O'29�?t1-. -43-D063 }�] ADIAL55 NUl A'4SIGNEO ` ` , , , \ , , ` \ I /r ---,ar5--_--_____.__/ � Samba`Gk 100566 \ ♦ )P5-'LAXE E1.M01�� \ 1 \ .\ \\ \\\ \\\ �/(j,;19� 1 /=,tV9 8 w� - _ Rr;9sa,� _ ..�. _ U k 1 14I Y w`iA 1 `1 ! 1 I I :1 14.D1 // .1013.75 -VV1o1A.15 �6101217' -�-ti Tre.N111.31 \ \ r 00.00 .�w ° ,r�� i II I ; :1006.47 :IO�R.99 5rN'.1011.19 I .9995A '�As wvrw.sam ate .com t{ � 9 9S , t 1 12800 whltawater Orlve,Suite 300 1Iw�GAt G \ ° f II MinRRtonka,MN 55343 763476.6010 telephone Dal.D oat.85 �� 763.476.8532 facalmlli) Enginuedog I Survaying I PlanDT11p I ElNirortil lel C IS Innn - 6.0 S .7 zor' 7.6 ���; CONTINENTAL 820 I B20E - - 20E \/ } B G 1 A / ti LDG 48 I DG TE.3 1DD DG 8 0 .a D D DG 1 i 3 oa 1oo3.a I /�/ 483 FUND LLC ao. 4 ou } I I I Y a' _ - �` � _ Doze? � PEE=1003,00 J ii FE=1006.65 o i` FFE=1006.35 _ ♦ FFE=1004.85 `--- _ 100 D\ �1/ tFFE=1003.00, j 1 1 1 / GFE=1002.67 FE=100. 1oD.RsJ Y-1ooG3 GFE=1006.02 �0 •3s� �Do4.R5 GFE-1004.52 ���85._ / / iaa�oo GFE=1002,E 1103. 1 100soo laD3.Da "b ~I 1 I ,� 1 $ W134 N8675 EXECUTIVE PARKWAY. 1 $ate r°nB naa\ °°�l �� \ °B BLDG 9B MENOMONEE FALLS,WI53051 FFE-1003 0 77 1000. 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Nu 4o4lar�tx4)--�=- _� �y p 'I�}II IIj i' I ��I / vrr�v°,i - Uo11TYfa5[T I` / 1 �� I r 1 I� proaslesota.GINEERunderthelaws°ithestNle �i Yl' JAI--029-29-2t-4 DDO6 of Mtnnezata. -/II II�I� I �'�&1-�I 1 •� / I I /IO�L5,9y 1'£R OE o:,h o.'G OD 15'77J-.__ ° /:• J / ' HU050NU f I 1 Eric A.Vo el- � 1�1 f11Ii{I�11 }\ I ° \o s J J / s / /1 I / /I `\ �1 \- - / I V. b sl HeRIzL,avO g i4 Data:4112/2019 I;appl' act Ns for a-1.1le°ed copy ofthia pIaavallahle upon request atSambetek's, + 15- _,�� MlrnetoAl,MN offers. f -....-...,- _- - f - 'Jf� --� -{ Summary FA .1 T---_ -- ___ otlss7_._..-� '-9Wn __i ,< _ -:Znr- -�w,-_ _ .�. '°w.'-- - ,�..�._�••""^ Designed:EAv Drown:cll ---'-- _ - - __ \•� ____ \ � �' Approved:EAv RDak r Page: ----- 7 --- - t -� _ \ Phase:PRELIMINARY Initial Issue; W9 z � _I ^DLL- -� *�' ; .; T �Er;� - -`MU SQNBLV� N _ --`- . A�_ \. \---- ` I w�f2 HA F.I �- e' •' PUBLIc'RtGHfi-OF RI 0iN )_ '+ ---------- Revision History ..._-------------_-- ..._....._.......T �._._-__._----._..-..__._.-._____.-...._._____._.--'� __TY-_.o=z�.IT ,•,•wa-=••.-.°•..-•..9--- --.o--�G•..•.•n�...,.0...�wa0e�xa-4;^9�__°'..-_ _.._�.� - _.-_.-.._ _ _ _-_'_-___ __. .._ ._ -__. __ - - - _.._--__ _.. ___ .1.___ _.. __ __ .._ - �L- - No.Date By Submittal/Revision 41nJ M9 CEEY SUBMWrAL LEGEND ®GRADING NOTES PROPOSED EXISTING 1. PROPOSED CONTOURS ARE To FIN ISHE D SURFACE ELEVATION.SFDF ELEVATIONS ALONG PROPOSED CUM DENOTE GUT FOR G RAOE. PROPERTY LIMIT •�•••-•-••� 9. REPLACEAH SUBGRADESOfL DISYUMEU DURING THECONSTRUCTION THAT HAVE BECOME UNSUITABLE APNDIVILL NOT PASS ATEST 3AV.AMASWHICHARE TORFCENEMPSOILS°ALL°EGRRDEDMWIMIN0MMOTA°OVEORBELOWTHEMQVIRED 2, COWm ORSI1All REVIEW PAVEMENTGRAMINT A-115TRUCT"GUTTEROUr WHERE WATER DRAINS AWAY FROM CURB.ALL ROLL REMOVE UNSUITARLESDII FROMT11E 511E AND IMPORT SUITABLE so:LAT TIO ADDITIONAL COST TOTHE OWNER ELEVATION,UNLESS DIRECTEDOTHERWISEBYTIIE ENGINEER. CURB B GUTTER --- - OTHER AIEASSNAILBE CONSTRUCTEDAS'GUTECR IN"CURB �Lq 10.CIXYTRACTOR SHALL BE RESMM5ME FOR PROVIDING AND MAINTAINING VEMICULARAND PEDESTRIAN TRAFFIC CONTROL DEVICES It,,TOPSOILSIFALL OF GRADED TD PLUSOR MINM 112 INCH OF MESPEOFIED THICKNESS. -^-•-fir/ STORM SEWER 0 ----pT O__- to--^ 3. ALL G nan FALL ON s1MWAIKS ALONG THE AM ROUT E SHALL HAVE A MAXIMUM LONGINp°AL SLOPE OF"'Ll'0],EXCFPYATCUR° SUOI AS MRNME%W WARNING SIGN£°IREOWMAISIGNS,TIMMER OD UBNTSTOC°YTROLTHE MOVEMENTOF TRAFFIC DRAINTLE -Opp-MLA- ---ITS---MP- RAMPS(1112),ANDAMMIMUMCAOSSSLOPEOF2.DB%(L%8).MMIMUMSSWEINAWDIREaYNmANAWPWINGSTM1I.LOB WHERENECESSMY.TRAFFIC-TROLL DEVICES SHALL CONFORM TDAPPROPRIA7E MIMNESOTA DEPARTMENTOFTRANSPOLTATION IS AFT RTHE SHEGMDING15COMPLETED,IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS.OONTMCFOR MALLTMNSPONTALL �G!/�1 L� ACCESSAM-ES1A11DEINIGHIGH:AR),CONTRACTOR SNAIL REVIEW AND VERIFY-GRADIENT INME HELD ALULATHEADA STANDARDS EXCESS SOIL hNTmIA1 OFFTHESITEIOAN AREASELFREO BYTHECONTMCTOR,OR IMPORT SUITABLE MARRIALTOMESITE RUIIDING ROUTES PRIORTOPIACINGCONCRETEORBTTUATNOUS.[ONIRACTORSNAU NOTI'TERE ENGINEER IMMEDIATELY IF THERE ISA RETAINING WALL DISCREPANCY BETWEENME GRADIENT IN TILE FIELD VERSUS THE DESIGN GRADIENT.COORDINATE ALL WO WHH PAVING 13.EXCAVATETOPSOILFROM AMASTO BE FURTHER EXCAVATED OR REGMDEDAND STOcdPILE IN AREAS DESIGNATED ON THE SITE, lB CONTRACTORSHALLDLTERNINETHELOCATION OF ANY HAUL ROADS THAT MAY DE REQUMEO TO COMPLETE TI HE SITEGMDING CONTRACTUR. CON TRACIORSIIALLSAIVAGEENOWHTOPSOFLFOILRESPREADING°NRIESITFMSPLCIFIED,EXCESS TOP50IL SHALL BE PLACED IN CONRADC[ION AND 5114E INDICATE HAUL ROADS ON ERGSIDNAND SEDIMENT CONTROL SITF MAP'.CONTRACTOR SHALL COMPLY WETLAND LIMITS -----TA•---- EMMNKMENTAREA£OUTSIDE OF BUILDING PAD£ROADWAYSAND PARKING AREA&CONIMaM 511AIL SMCUTCUT AREAS, WITH THE REQUIREMENTS OF THE GOVERNINGAUTHORITY OF MI ROADWAY.CONTRACTOR SHALL POSTWMTEV£RSEEUNTY, A. CONTRACTOR SHALL TAME ALL PRFCAUTLONS NFEESsARYWAVOID PROPERTY DAMAGE TO ADIACENTPR°PERTIES DURING THE W14tBET°1615TOREESTABLISHED.TOA°EPTIIOFBIHC116.RESPREADICIPS°II IN AREAS WHERE TURF IS 70 BE ESTABLISHED TO A ANDCOMPLYWIIH ALL CONDITIONS WHICH ARE REQUIRED OYEAQI GOVERNING AUMORINOF EACH ROADWAY. Sheet Title TREELINE CONSTRUCRONPHASESOFTIIIS➢ROECT.CONIRACFORWILL BEHFLDSOELYnEmmiDLEFORANYOAMAGEST°TNEADNCENT MINIMUM DEP1110F GRIMES. SPOTELEVATEON W2.5 PMPERTIF=UMNGOURIMMEWNSTRUCTIONPIIMS oFTHEPROSECT. 17.DISTURBED AREAS WITHIN WETLAND MITIGATION SITEAND ANY MMMEDABFASWkIHINTHEWELLAND SHALL BERESWREDWITH X GRADING PLAN 92 z 12. TRFNON BOMOW COMSTinucri HALLOWED BY NNE OWHIJI CONTMCTORSENLLCOMPLETE•TRENCH BORROW°FKCAVATIO:N IN OIL£ IS 610121NCHES OF ORGANIC S PREFERABLYSOIIMTWERE PREVIOUSLYREMOVED FROM WETLANDMEA4 SEEDING IN THEE CONTOUR 'r9D2_� ""--St7�_�• S. SAF NORCETOWWMOMS:INACCOItUMCEWATHGENEMLLYACCERED CONSTRUCTION PRACTICES,mNTMITOR WILL BE AHMSDIRECTED BY LINE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL MUS SHALL NUT BE REN.OVE°Ofl DAMAGEOASA WELLAND MNIGATIOMARAS ABOVE THE NONMALWATER IEVELSHMIL BE MR STATE SEED MIX 34•til,WET MEAMAV SOUTH AND SOtfLVAND mMPUFTECY RENMPBU:FORCONDITIONS ON ME 106 SITE,INCWDING SAFEWOF ALL PEMONSANU PROPERTY RESULT OF 111E EXCAVATION,UNLESS APPROVED BY FILL ENGINEER.TIIEEXUVAYIONSHALLCONMENCEAR1rNIMUMOFI°FEET SVEST,ORAPPROWDE(VAL M.1 STATE SEED MIXE£OATS ANDWINTERWHEAT SHOULD BESEIECTTD MSEDON THE TIME OF YEAR RIP HAP DUMNGPERF°RMAWEOFTHEWOARTHI5RE0uIREMENTWILLAPPLYCONIINUOLISLYANONOTRELIMTTEOTONORMALWORKING FROMTHF UNIROFTHEBUILDINGMI).THE EXCAVATION MUMMEDMITSHALLEXIENO ATAMINIMUM•SLOPEol,]FOOT THATME MIX IS BEING USED.OATSSHOILD BE INCLUDED IN MIXES IF BEING USED RETWEEN OCTOBER ISM AND AUGUST IST. EOP HOURS.IHEOUWDFTHEENGINEERORTttEDEVELWERTOC DUUWN5TRUCTIONREVIEWOFTHEWWMCTOR'S HIMI20NTALTO I FOOT VEMNAL(1:1)DOWNWARD AND OUTWARD FROM TILE FINISHED SURFACE GRADE ELEVATION.TIIFTRENCH WIMERWIIEATsHOuLOBLMLDBMVEEXAUGUSt1STAND000DER15Hl.MESEEDINGRATEISTINSAMEFORGAISAND OVERFLOW ELFV. ST S PERFORMANCE IS NOT INTENDED TO INCLUDE nCVIrw OFTHE ADEQUACY of THE WNTRACTOA'SSARETY MEASURES IN,MDR NEAR BORROW EXCAVATION SHALL DE DACEFILIEDTO THE PRGP051D FIAISHEOGRAOE ELEVATION,AND MAITRE CDIAPACIED IN WIMERWIIFIAT.MIX V-271SHOULD BE APPLIED AT 12 POUNDS PERACRL SEE05HML HE WARRED UNTIL A HEALTHY STAND OF SDII BORINGS 9D25 -J.- TIIE[ONSTRUCTIONSTTE. ACCORDANCE WITH REQUIREMENTS OF THE QUALITYCOMVACI ION METHOD AS DINNNED IN MRIDOT SPECIFICATION 1105.511. VEGETATION IS OBTAINED. 9e25 SNOW FENCE SMLL BE FURNISHEO AND PIACEDALONG TIIE PERIMETER OF THE TRENCH BORROW AREA WIIERETIIE MOPES EXCEED 6 CONTRACTOR SHALLWMPLETETIIEMTEGMONGCONsmucnmiNMCOnD awaiiiiiERFgUIREMENTSOFTHEON'HERS 2FODTNORIZONTALNIFOOFVERTIC412:51. 18.FILL PLACED WITHIN THE BUILDING PAIRARFAS SHALLBE IN CONFORMANCE WITH HUDIFHAPnOCEDURESAND DAMSHEET79G. SOTS FNGINFER 4LwILR5TING SHALL BE COMPIEIEO BY THEOWNER'S SOILS ENGINEER,CONTRACTOR SHALL DE RESPONSIBLE FOR COORDINATING AtLREgUNEDSOILTE51s AND INSPECTIONS WITH TIIE SOUS ENGINEER 3£FINISHED GRADING SHALL HE COMPLETED,C°NIRACIOR SHALL UNIFORMLY GRACE AREAS WITHIN LIMITS Of GRADING,INCLUDING 19.RETAINING WAIL(st MAU BE CONSTRUCTED OF (MODULAR BLOCK TRCAWDTIMOER BOULDER.ETC.] OA M AENTTNSMONAREAS.PROVIDE ASM.00TH FINISHED SURFACE WHHINSPECINED 101FMNOTS,WITH UNIFORM LEVELS OR MATEN4 CONTMCTORSIIALLSUDMITTOINEEN+INEFRMDEOC LAUMORIRCEROFIE°ENGINEERIMOMWINGS.DESIGN AGEO1'ECHNICALENGINEERIMWILSREMRTHMBCENCOMPLETEDDY; SLOPES REFWEENpoLMi WHEREELWATIONSMESIIOVWN.ONDETWEEHSUCHMINT54NDUIOINGGMDES.AREASTHATHAVE CAL[UWTIONs grvD SOrLBDRIPNFi THE CFRTITIEO EKGINEFR FORnIf RETAINING WALL(5]SIIALL PPOVIDE WNSmUC1gN \ PUNSISAVIII;ttWwnlLvnDTNBgwuttlEwLwAS DETnnaxro ARBEFEASTIAT HAVEn ECDMEKUTED,EFICTED FR HAS SETTLED BELOW ttRRECIGRADE.AILARMS ANUBEDB TREPAIR AIL ODsERVAID15,0 THE RETAINING WALL VAPROVEMENT,AN°A LETTER CERTIFYING THE INSTALLATION OF THE WALIIS)WAS \ NREOulr INfo°xArl ADDR NDstS WAEPIA AREAS THAT HAVE BECOME RUTTED,ERooEDOR HAS SETTLED BELOW 711E WRRERGMOE.AILAREAS DISTURBED OY THE ` ALmnP Wa or AufLa aam,TRUo survoa.RonwNTswLs ronnlLcpu IEDAU DD°i{rIaNDFFRBNHa ADDRESS 2915 WAlmsROM1o,SUITE]]2 EAGAN.MN 55121 CIWTRACTON'S OPERATIONS SHALL OE RESTORED TO EQUALox SERER THAN ORIGIIFALCONDnK)N OR TDTME RFgU13EMENTS OF F'OfISTRUCTEO IN WNFOiMANCE WITH TIIE PLW5ANO5P[CIF1fATlDNS, I Sheet No. Revision [NuaurvwiA•m[[DuINNr.TDRNlnpgsem[pMmAFTags 51Wl9nRMINF MEENACr lO(AlLpl9fMERs,WG PHOW,651A45-R14a TIIE NEVVIII Urllllln BFIDRECOMMFNNNG,VOAN.MCOHIKNNGTHENMIfIUi10Nf[MLAI+r7arn[n SFnF[ox[rot MnnlwrAl.nn DATED:FEBRUARY I1,2019 WNInAV 10a RiwMnwecair AC Asn1-11-N.LoH...n.Aarw°RUIMMA.us-cl.WOToCoc�A -m 14.TIXEBANCFS InsoxnLN FNumNTD ExwTrvwo rxnNOPNLxRVFnavnxow.ulRnNaIVAOERctoumAxO ovENHEADI. CONTIWCMASHALL OBTAIN ACOPYOF THE S0I.5 REPORT. 14.1.THE RESIDENTIAL BLINDING SUBGRADE FINISHED SURFACE ELEVATION M4AIL NOTVARY BYMORE THANOM MOTABOVE,OR �� IFMEEDnrlucmNLIICDUMus Nh°x°a TnLmMTa TnL OTL,xLoxsnLauulun FnLLnswUNwrtan LLocmpx,Rzt: ON FOOT FILM.TIIE F°EuryRM ELEVATION ATANY FONT WHERE MEASURENHPTIS MADE. INNflIANa if INFlI1ELINFEACINLHODRMNTRFSHALLLEBA[IIMEDNYrnoDr RlrxOYM LNarA m[rNw[cFinxw¢x. T. cIMNFRACTORSHALLCOMPLETEOEWATERINGAMQUIREDTOCOMPMTEERESMGMDIN000NsMOETIDH, NORTH rwcroRTONLI°ureaLnminalmunrsWlna<roxruv,nnlmrre°P°sm 14."THE COMMERCIALBUILDIMGSURGMDEFINISHEDSURFMEREVATIONSHAL1NDTVARY°YCdMETNANO.IOFOOTADOVF. 0 50 MIT PAouEMEnSee No HEPIANRroM B. PRrOA TO PLACEMMTOFTUEAGGNGpR DA51,ATF5T NOR MAIL PERFORMED ONTNE STREETANDPARNI°G AREASUBGRM1DE. ONDAGFOOT BELOwmc mrSCRIDED ELEVAIM ATANY POINTWHERE MEASUREMENT IS MADE CONIRACTOLSHALLPRMIMALMDEDIMDEMAVtETRUEKWMh6RMSDVBI MMISTOH5.TIIETESrKMIMGS UREAT SCALE IN FEET Project No. 21654 IIIE DIRECTION OF THE SOILS ENGINEER AND SHALLIIE COMIEUTEDIN At-AS DINECRO BYIUESOILS ENGINEER CONIECHM ONE 14"THE STREETOR PARKING AREASUBGRADE FINISHED SURFACE EUVA11ON SINALLNOT VARYeY MORE THAN 0.05 Fool AWVF, TIE SUOGMDE SOILS MALL.FCOMPUTE°IN ACCMMNCE MR1111HE REOUIREMENT50FTHE SOILS ENGINEER ON DIU FOOT BELOW,THE PRFSCRI RED ELEVATION OF ANY POINT WHERE MFASUREMENTIS MADE. 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I I I / % I I ` __ r 47ss r �rJ� L�SF«� p� fN 1r/� I11 N I r R PLAN \ I I T t �. M I N N ESOTA ` 1 you,UAn I / Lu3W \ \ \ ` ,4c � -� p59 - \ 11 9955 HUDSON BOULEVARD NORTH ,40 /—vim -f:D6G QL-AG W�,YLANB'i"f 1t88�.-. (� +• 'bu L I� F�..<DELINEATE t HA C I r, �,sa J LINE PARALLEL VkT i THE �IIII�I�lily _ I , ` l 1 I I I � ' /� `�, *t "nYentit/ ,s r 1� ° /Kim1 / i I \411o.UNF,OF F SSW Rv R , aE5 I+ir �l�/ / BfI�I , -\Jh\ r1t�l 1 p I �SOUT[.T ri 4EL DESCRIBE \ l I d UHUTY�ATSF.NT \ / \\`\ i ery 1 34--07.8-2 -4 {NIUG t POG NO. !7 / / /I // \ � Rp, �I>I l 1 9730 JOSONU EKN uc /! r Certification _s� . / % " \ � / / t� � Ihereby—tiry that thls pl.,P.e 1fkaeonor N LINE FARCF.1.29C/ / (/ ('// , a% j \ f\ i \\ I ,' elwrt wasp epthabyrnem l—duunaer ny dtreq 1 / / 7 aaaa�// I 1 supervision and4hat I am eduly Rornsed ry�I MNDO•T ROW LAT�NEi.82--4:� I ��I} I } xa professional ENGINEERunderthelawsofthe state ( -. / p \ LINE'PARALLEL 1BHTIi THE �'� of Minnesota. DIX:. NO. 429592, 5488L9, I ( I ; / l 1 , EDGE f GRAVEL Y / kS E J -•_Ba9} / O I r , I, 14 I ✓ K �''- / _-L._.-_-EAST LINE OF THE SE COR 3975D38 ( ) _ _ SW t,d c o c_s� � \ 1 r OF 1/4 I Q. �....�.\` V!4- r ti w _ $F . ...... Vie- -__=„ro.�.-=�_�d-.�.c ..•-coo-J.,--`_ _--�Zw`= _ _-�-SF a- F �.i---- 'S .E_. Tea -f• i T MW==-mom- 1 I It,ppll Itast usforawatskxxdmpy°frhI, —I ---�.•� - ! - •--- "q _ 'xm9q�':- T- ��.•,} don Whl IS aVallp6le re te1$1wbri k% 1`_"`_....__ _ -- -_"=--mta-t-_.. .._. -_••rordla_.._.___ -loos_ e`a.-_'_P&".:.=itm__`-,aae- next--- _..- �b�rBea�-- _-__—_.._- -.-._...- _ ._.—_ SF 'I _ f,� --„�•s„•,,, �. G Mlnne ka.MNnffi p0n � -- -" � � � t \ -•7''C �_.. Y�._.'~-�� .__�-_..__.__ �-...__._ �__._. _.__._./ ... -- \ � � '�I� � Sues ;:. r `F,�_ !',r,'�^- HUDS@N BLV`©NDFDGF OF SE„ P A.,- „••, ``PUBLIC-RIGHT-OF WAY-EVAWABL€NA-1HJ - - =, SW CORNER, SE't/4, SEC.34 . UI R1N.INOUS 1 --�-- .,_,„^..._._-_._.__..._.t_—_ ._.....-..• OI SL /.SYC.34 COR OF SW,/4 Summary „.-,_ ,,,_ ___ „• 4 , I Designed:EAv Drawn:Cll LEGEND Approved:rnv Book/Page; NOTE TO CONTRACTOR Phase.PRELIMINARY IrIIBaI ISSUB:M12A4X9 THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL PROPOSED EXISTING 7 EJ THE NOTICE OF TERMINATION IS FILED WITH THE MPCA,THE CONTRACTOR MUST UPDATE THE SWPPP, CURB&GUTTER -- - - Revision History INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDIEIONALREOUIREMENTS, STORM SEWER ®—N--® p-----6D-0 NO.Date By Submittal/Revision SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNEDTO CORRECT PROBLEMS IDENTIFIED.AFTER FILING THE DRAINTILE —Bra—aaa— —R --•_BU-- 4/W2019 CITYWOMITAL NOTICE OF TERMINATION,THE SWPPP,INCLUDING THE EROSION CONTROL PLANSHEETS,ANDA11 CONTOUR �`901✓ p`9q?. ' SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE REVISIONS TO IT MUST RESUBMITTED TO THE OWNER,TO BE KEPT ON FILE IN ACCORDANCE WITH THE RE CORD RETENTION REQUIREMENTS DESCRIBED IN THESWPPP NARRATIVE. OVERFLOW ELEV. as CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN SRT FENCE ---SF---SF- TEMPORARY CONTROL MEASURES SILT DIKE ---SD---So- III ITS OF DISTURBANCE STRIP&STOCKPILE TOPSOIL M EROSION CONTROL MATERIALS SDILBORINGS s'a ROUGH GRADE/SEDIMENT CONTROL QUANTITIES DIRECTION OF �9'y TEMPORARY CONSTRUCTION ROADS ITEM UNIT OVERLAND FLOW QUANTITY FOUNDATION/BUILDING CONSTRUCTION SILT FENCE I LINEAR FEET 14M D MH RARY DIVERSION —®� SITE CONSTRUCTION SILT DINE I LINEAR FEET Io CRECK DAM A PERMANENT CONTROL STRUCTURES BIO-ROLLI LINEAR FEET 16 LIMITS OF DRAINAGE FINISH GRADING Sheet Title SUB-BASIN CONSTRUCTION ENTRANCE JUNIT I 1 BID-ROLL 411M LANDSCAPING/SEED/FINAL STABILIZATION EROSION INLETPROTECFION DEVICE ®IP-1 STORM FACILITIES INLET PROTECTION DEVICE ®IP-2 CONTROL PHASE ] CONSTRUCTION ENTRANCE MW"REFER TO SHEET C5.03 FOR GENERAL NOTES,MAINTENANCE TEMPORARYSTONE NOTE:CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE NOTES,LOCATION MAPS,AND STANDARD DETAILS SB TEMPORARYSEDIMENT BASIN n,fwBBpxrAfpnmlNFpPMAnpx prapYfWLP.rvN�Ax 1fW wup�aMNrp:Lacwowcro,xfeuxfuxfs ascemiaoyiv Sheet No. RevisionLiosuNoxeosuuuxuroBmeBaum,pNu,p penrmxar e.snxa TEMPORARY STO RAGE AND PARKING AREA TS v pYa,suamxrRumesaimupr,re,.ixemrFMcrtparpNprnueNsxxc MMFNCINB WOBA.PY CerIIAC NGTHENOIINMINKUMFRIOPPHERS, EONEP NNNNESOYAI.,,, �� ®� CON1RArlORPNOIORSUBCOHfRAC10RRCREE IDLE YLXLY R6PdISeIf!DRAM NIpALL AMAeeS vmxn MiN,n e[p[cw»Iap BY xepnxfxraxxxflpeYncmwrrxer+,prxesxvenm.np,u.u,Nn,es NxoexrrpuxpxYppWxxMol. 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I d _ `�/ IP- I 1 P P P 9 54 11 / \ rpl _ 'k 7'L .,, EAST LINE OF'1'EhSE CDR u A a Q� ��li� � OF SW 1/4 Li I �►• 43933 E A Vogel /L�" f 'L - _,_mrv^""• _-. _ - ___..,._ - /_- _ Realserzrlu 4 0ate:4/12/2019 _T st atsambat Fth .�..-.._..—_ 1 .. 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OVERFLOW ELEV. > +9023 CON5TRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCIF NOV DEC JAN FEB MAR APR MAY JUN sILTrENCE ---SF---SF- TEMPORARYCONTROL MEASURES SILT DIKE ---SID---SD- STRIP&STOCKPILE TOPSOIL LIMITS OF DISTURBANCE •_EROSION CONTROL MATERIALS SOIL BORINGS sT ROUGH GRADE/SEDIMENT CONTROL QUANTITIES DIRECTION OF5623 TEMPORARY CONSTRUCTION ROADS OW ITEM UNIT QUANTITY OVERLA DIVERSION FOUNDATION BUILDING C'ONSTRUCFION SILTFENCE LINEAR FEES 2360 TEMPORARY DIVERSfON _,�, SITE[ONSTRUC110N SILT DIKE I LINEAR FEET 1493 CHECK DAM A PERMANENT CONTROL STRUCTURES CDNSTRUCTION ENTRANCE UNIT 11 LIMITS OF DRAINAGL FINISH GRADING Sheet Title SUB—BASIN LANDSCAPING/SEED/FINAL STAeI L 2A71ON EROSION INLET PROTECTION DEVICE(IP-1) UNR 51 BIG-ROLL � '� INLET PROTECTION DEVICE(IP-21 UNIT 51 INLET PROTECTION DEVICE I elm STORM FACILITIES CONTROL INLET PROTECTION DEVICE 2 6IP-2 PHASE *REFE R TO SH EET C5.03 FOR G ENE ML NOTES,MAI NTENANCE TEMPORARY STONE NOTE:CONTRACTOR O R GEN E RAIL C0 NTRACTOR TO CO MPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE 11 NOTES,LOCATION MAPS,AND STANDARD DETAILS CONSTRUCTION ENTRANCE MM TEMPORARY SEDIMENT BASIN SR - ammxawWNa«n,r,EPxwrn.xxnttaaTla�a,llxaw..�nrlwA.na ,�xFP Sheet No. Revision i,xonmoweron: uixEUHrsaaxrFaemm.nnrx•rululP,uocwxmxssroxrxrcouFuamaxo uannloxwrahnxa TEMPORARY STORAGE AND PARKING AREA wesuuacrunurc xau•InrwarrRarmRaaxroxsxecoxaafraxsswuxnmnawemraun loranox°raas rxxusc OTS xisaaxsnrwluR Paaaalaureano tREseRueu,raxoauulunlsNuxewrzouxoaxo wEexrwq. TEMPORARYSTAmu7gTION MEASURES mi` nrioa°Tr`nr°an�u iisaaciw °'iirsrwi`ess v.Nosowxi ouin`:o`aovuisxwwniR eo,ic�in GxuiFe�nnsnA (SEED,MULCH MATS OR DLANKETSAS Exceoox,nm SM OUTLINED IN T11E SWPPPI C5.02 NORTH IT9Nu oernrxxsPaNWNttarTNr[ON1RK1oR10 PN9MILNlryisllNaxnlxeS WHKNLOxnIfI WIrNINEIROPOSfx 0 50 100 PxovEnzxrsa,ovmox,xevuxs UNDERGROUND STORM SEWER SYSTEM SCALE IN FEET Project No. 21654 Apra.bv1l:l3gn-,Merx9ary MAonclNLxs.KnU\CMh Nre,NfRsscsanOsxp EROSION&SEDIMENTATION CONTROL NOTES&DETAILS/"SITE MAP" GENERAL EROSION NOTES: 1. CONSTRUCTION SHALL COMPLY WITH ALLAIMPUCABLE GOVERNING CODES AMU 09 CONSTRUCTED TO SAME.WHERE A CONFLICT EXISTS BETWEEN LOCALRIMIDICTIONAL51ANDARD SPECIFICATIONS Sar�lbatek .+ `i AND SAMBATEK STANDARD SPECIFICATIONS,THE MORE STRINGENT SPECIFICATION SHALLAPPLY. Y ��I 4t/' `� f,Fq.-,'�,' *'Ta, , : 2. THESTORMWAT FIT POLLUIONPREVENTION PLAN(SWPPP)ISOOMPRISEDOF THIS DRAWING(EROSION&SEDIMENFATION CONTROL PLAN-ESCPLANT,THE STANDARD DETAILS,THE PLAN www.sambatek.Com �Jf� ��,+/J( Jv,, C , ''Y.}1 NARRATIVE,AND ITS APPENDICES,PLU57HE PERMIT ANDALLSUBSEQUENT REPORTS AND RELATED DOCUMENTS. "'++ 3. COMB OR SHALL BE RESPONSIBLE FOR COMPLETING&SUBMITTING THE APPLICATION FORTHEMPUGFNERALSTORMWATER PERMIT FOR CONSTRUCTION ACTIVITY.ALL CONTRACTORS AND 12800whRBwalor Driver Sulto300 "T �, , •,' 11 SUBCONTRACEDpSINVOWEDWNH STORM WATER POLLUTION PREVENTION SHALL OBTAIN ACOPYOFTHESWPPPANDTHE STATE OfMINNESOTA NATIONAL POLLUTANT DISCHARGE EUMINATION Mlnnetanka,MN55343 Y1°-1•. �1.1 � SYSTEM GENERAL PERMIT INPDES PERMIT,ISSUED AUGUST 1,2018)AND BECOME FAMILIAR WITH THE CONTENTS.THE 5WPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE U„n+^. w t 'L 'R:',�^ DURI NO CONSTRUCTION. 763.476.6D1O telephone '' ^� , • t, t Y.:,i 4 763A76,8532lagski ll6 !� k} 4. CONTRACTOR SHALL IMPLEMENT B EST MANAGEMENT PRACTICES IBM P'S)AS REQUI RED BY TH E SWPPP&PERMITS,CONTRACTOR SHALL OVERSEE THE INSPECTION&MAI NTENANCL OF THE BM P'S ANDEROSIONPREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED,IS APPROVED BYALLAUTHORNES,AND THE NOTICE OF TERMINATION INOTI HAS BEEN EngInBBT;nplSulueylrlglPlenninglEnYlronNlenlBl •J FILED WITH THE MPCA BY EIDER THE OWNER OR OPERATOR AS APPROVED ON PER MIT.ADDITIONAL BMPS SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO f '4 ��,,,,�w" !T"�, a j 7•T I OWNERTHROUGHOUT ALL PHASES OFCONSTRUCTION. S. CONTRACTOR SHALLCOMPLYWRH TRAINWG REQUIREMENTS IN PART 22.1.2190E THE GENERAL PERMIT. Client 6. BMP'S ANDCONFROISSHALLCONFORMTO FEDERAL, LOCAL REQUIREMENTS MANUAL PRACTICE,AS APPLICABLE. SHALL IMPLEMENT ADDITIONAL CONTROLS AS CONTINENTAL DIRECTED BY PERMITTING AGENCY OR OWNER. 19 - , Z4•', er'� 7. TESC IMSIANMUSTCLEAgLYDEIINEATEACLSTA7EWATERS,pEgMITSFORANYCONSTRUCTIONACfIYITYIMPACHNGSTATEWATERSORREGULgTEDWETIANDSMl15CBEMAiNTAINEDONSITEATALL 483 FUND LLC B. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACnCALOR AS REQUIRED BYTHE GENERAL PERMIT,THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESCPLANS (� Td SHALL BE CLEARLY DELINEATED IE.G.WITHFIAGS,STAKES,SIGNS,SILT FENCE,ETC,)ON THE DEVELOPMENTSITE BEFORE WORK BEGINS,GROUND DISTURSINGACTIVTHES MUST NOTMOiROUTSIDE - Slit I THE LIMITS OF DISTURBANCE, W134 N8675 EXECUTIVE PARKWAY y y 11 S. GE EFAL CONTRACTOR SHALL DENOTE ON FLANTHE72MPORARY PARKING AND STORAGE AREAWHICH SHALLALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLFANINGARFA,EMPLOYEE MENOM ON EE FALLS,W1 53051 { 1 PARKING AREA,AND AREA FOR LOCATING PORTABLE FACILITIES,OFFICE TRAILERS,ANDTOILET FACILITIES. 94 c•"� IT - p I 10,ALL WASH NOE GINEDGRE TRUCKS,LLOW VEHICLE CLEANING,EQUIPMENT gEANINO,EfC.)MUST BFLIMITEOTOADEFINED AREl1OFTHE SITE AND SHALL RE CONTAINED AND PROPERLVTREA7EDOR jP+L1�^••.. r� ALLW SH WA ENGINEDEGREASINGIS ALLOWED ON SITE. +•'"d q 'A \N �� .yc 31.ALL LIQUID AND SOUDWASTFS GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED INA LEAK-PROOFCONTAINMENT FACILITY OR IMPERMEABLE UNER.ACOMPACfEDCLAY ATE V /Z ua I jj LINER 15 NOTACCEPTABLE.THE"QUID AND SOLID WASTES MUSTNOTCONTACTTHE GROUND,ANDTHFRE MUSTNOT BE HUNOFFIROM THE CONCRETE WASHOUT OPERATIONS OR AREAS-LIQUID H ° i ANDSOLIDWASTES MUST OF DISPOSED OF PROPERLY AMDIN COMPLIANCE WITH MPUREGULATIONS,ASfGNMUSTBE INSTALLED ADJACENT TOEACI WASHOUT FACIUIYTOMFORMCONCRETE Project ` EQUIPMENT OPERATORS TO UTILIZETHE PROPER FACILITIES.SELF-CONTAINED CONCRETE WASHOUTS ON CONCRETE DELIVERYTRUCKS AREALLOWED.-� 22.SUFFICIENT 01 AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND SPRINGS AT 3 t;, TEAKS, COMMERCE DR 18.DUST ON THESITE SHALL BE CONTROLLED.THE LBEOFMOTOR OILS AND OTHER PETROLEUM BASEDORTOXIC UQUIDSFOR DUST SUPPRESSION OPERATIONS IS PROHIBITED, LAKE ELMO +�- M/• k. 4._ yJ •-1, t9 eNT1 14.SOLID WASTE:COLLECTED SEDIMENT,ASPHALT&CONCRETE MILlINO5,FL0ATIN00EBRIS,PAPER,PLASTIC,FABRIC CONSTRUCTION&DEMOLITION OEBRIs&OTHER WASTES MUST BE DISPOSED OF PROPERLY&MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. -t ,,I11 15.HAZARDOUS MATERIALS;OIL,GASOLINE,PMNT&ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED,INCLUDING SECONDARY CONTAINMENT,TO PREVENT SPILLS,LEAKS OR OTH ER TAMARACK RD - ff DISCHARGE.RESTRICTED ACCESS 70 STORAGE AREAS MUST BE PROVJDEDTO PREVENTVANDAUSM.STORAGE&DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPU REGULATIDNS. J- OG 16.ALLSTORMWATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN,AND IN THE SWPPP.SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES 3 6 LIPBLDPE.17.DISTURBED PORTIONS OFTHE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED,WITHIN 14 DAYS OF INACTIVITY.SEEDING SHALL BE IN ACCORDANCE WITH Location MN/DOTSEED MIXTURE HUMBER 2 2-111 08 21-112 DEPENDING ON THE SEASON OF PLANTING(SEE MN/DOT SPECIFICATION SECTION 2575.31 SEEDING METHOD AND APPLICATION RATE SHALL LAKE ELMO SITE LOCATION MAP USGS MAP CONFORMTO MN/OOT SPECIFICATION SECTION 2575.3.TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575,3F1 AND 257S.N.ALTERNATIVELY, NOT TO SUIT NOT TO SCALE yYDRAIJUC SOIL STABILIZER IN ACCORDANCE WITH MWOOT SPECIFICATION SECTION 251 MAY BE USED IN PLACE OF TEMPORARY MULCH. j IS,DISTURBED PORTIONS OFTHF SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL 8EFERMANENTLY STABILIZED.THESE ASPASSHALLBE STABILIZED IN ACCORDANCE WITH MINNESOTA THE TIME TABLE DESCRIBED ABOVE.REFERTO THE GRADING PLAN ANDI LANDSCAPE PLAN FOR VEGETATIVE COVER. O SIGNTO INDICAETHE LOCATIUMP CONSTTHE CONCRETE WASHOUT AREA 9955 HUDSON BOULEVARD NORTH MAWM MSIDE SLOPIGH E WFTH GROUND SURFACE ~AREA SUMMARY IN ACRES S9.cONTRACTOR50p SUBCONTRACTORS WILL BE RESPONSIBMENT MUSTLE FOR REMOVING SEDIMENT FROM CONVEYANCES&iROM TEMPORARVSEDIMENTAT1oN BASINS THAT ARE TO BE USED AS PERMANENT MAXIMUMS IDESLOPER V BERM A WASHOUT PERIMETER 12"MIN PAVEMENTAREA 5.56 ACt TO SURFWATER�E HERS THE CLEANOU TY MANAGEMENT BARNS, PERMANENT BASINS MUSTS SUESTAIRLIZEDTFFICIEN TO RETURN THE BASIN TO O PREVENT IT FROM BEING WASHED ES1 NCCK APACIT BASIN,CONVEYANCES,OR DgAINAGEWAY5 DISCHARGING OfF SITEOR p 12'MTN 2'-0'MIN O tl° Y. D BUILDING AREA 14.r7ACI 21L ONdITF9,OFF•SRE SOIL STOCKPILEAND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF RMP'S,STOCKPILE AND BORROW AREA o SEEDED AREA 5.74 ACi LOCATIONS SHALL BE NOTED O.NTHE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS, { °Opp 1 O 21. 1aM OFtARYSOIL STCCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CNTROLS&CANNOT BE PLACED IN SURFACE WATERS,INCLUDING STORMWATER CONVEYANCES SUCH AS ' piJpO Qo G LDTALDISTURBED 17.62ACIi CURB&GUT ER SYSTEMS OR CONDUITS&DITCHES. Certification D D^O � CDMPACTEDEMBANKMENT VXE IN OR AS PA CONSTRUCTION IMPERVIOUS D.05 ACt 22.SLOPES SHALL BE LEFT INA ROUGHENED[OND1TION DURING THE BEADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. O oOI 60 SO, MAERIALCTYP.) REQUIRED TO POST-CONSTRUCTION IMPERVIOUS 11.23 ACt Veer fy that this plan,apeelmtlonor D oOOO 7i- CONTAIN WASE 3;f OR FLATTER I hereby U O° S 6 "X�O N, CNUETF STOE SLOPES 2.DUE TO GRADE[NRNGES DURING iHEOEVELOPMENTOFTHE PROJECT,CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROs10NWNTROL MEASURES(SILT FENCES,CIJE[KDAMS, report was prepared by me or under my dlrea O DO HPj Q NOES: INLET PROTECTION DEVICES,ETC,)TO PREVENT EROSION, sO 2"TO 3"GRAVEL ° O �'/ pervlslon and that lam adVly licensed 1. CONCRETE WASHOUT AREA SHALL RE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT 24.ALL CONSTRUCTION SHML BE STABILIZED AT THE END OF EACH WORKING DAY,THIS INCLUDES BACKRLLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS of fis era al ENGINEER undathe laws°f the state IJC� ON SHE. PAVING FOR ROAD CONSTRUCTION. U�Q ILO° 2. CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM ICI MILTHI[T PLASTIC MAINTENANCE NOTES: UNER. o` p JDDO B. VEHICLETRACRNG[ON[ROLIS REgUIREp IF AOCE55 TO CONCItfiTE WASHOUT AREA IS ODO O° Qo OFFPAVEMENT. ALL MEASURES STATED ON THIS EROSION AND SEDIMENTWRKOCONTROLPLAN,ANOINTHE STORM WATER POLLUTION PREVENTION PLAN TED BE HIS MMUINFULLY ELY INSPECT TCONDITION HECONSTUNTILNo e 4. 51GN55F HERE LONGER04SITE NCEEEO FOR A YSEVENMYLETED SDURIHASE OF CTIECONSTR FINAL CTION NDIWITHINN OF THE 4HOUSAFTERFDESIFATED CONTACT LEVENTGREATERSON THANOTEONTHISPLWMS.ALLEROSIOIANDSETHECTATION IN Eric A.Vtratio l NOTE: FANYXITEWOR ROCKINSTALLED PRIUL TO THE ° D° ANOEISTEWWAS OUTAESSARYTOCLEARLY IN CONCRETE TRUCKS ND THE CONTROL LMEAS RE SEVEN DAYSDURINGAOTIVE IR60 INUCCORDANCE ITRITH FOLLOWING: ARAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS.ALL EROSION AND SEDIMENTATION Reglstratlo 4 Date:4/12/2019 START P AWSIE WOP%.ROCK EXITS SHALL BE CONCRETE WASHOl1T AREATOOPEggTORS OF CONCRETE TRUCKS AND PUMP PIGS. CONTROL MEASURES SHALL BE[LEANED AND AEPAIRf01N ACLORDANLE WRHTHE FOLOWNG: INSPECTED FOLLOWING EACH RAINFALL. S. THECONCRETE WASHOUTAREA SHALLBE REPAIRED ANDFNLARGED ORCLEANEOOUT IfapPRILT� tact oa Lorawot sfgned<°pyefthis MAINTENANCE OF ROCK EXITS SHALL INCLUDE A TOP AS NEEESSARVTO MAINTAIN CAPACITY FOR WASTED CONCRETE, 1. ALL SILT FENCES MUST BE REPAIRED,REPLACED,OR SUPPLEMENTEO WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT RUCHES 112 OFTHE HEIGHT OF THE FFNCE.THESE REPAIRS MUST BE plan wnr[�Is rvallaWa upon request at SembatekV, DRESSING OF NEW GRAVEL,OR REMOVAL AND Qf. 6, AT THE END OF CONSTRUCTION,ALL CONICS ETC SHALL B E REMOVED FROM THE SITE MADE WITHIN 24 HOURS OF DISCOVERY,OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. MlnneTpnka,MN nHlce. REPLACEMENT OFTNE GRAVEL AS NEEDED,TO KEEP AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 1'HE EXITS FREE FROM COLLECTED MUD. 7. WHEN TH E CONCRETE WASHOUE AREA IS REMOVED,THE DISTURBED AREA SNAIL BE 2. TEMPORARY AND PERMANENTSEDIMENTATION BASINS MUST BE DRAT NED AND THE SEDIMENT REMOVED WHEN THE DEPTH DF SEEN MENT COLLECTED I N THE BASIN REACH IS E/2THE STORAGE yy�E►� SEEDII D MULCHED OR OTHERWISE SIMI LAZED IN A MANNER ACCEPTED BY THE VOLUME.DRAINAGE AND REMOVAL MUST BE COMPLETE D WITHIN 72 HOURS OF DISCOVERY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS ISEE PART ID.1-1Q5 OF TH E GENFRAT PERMIT), SUIIIIRR�ry CITY. ===ROCK EXIT DRIVE 3. SURFACE WATERS,INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS,MUST 8E INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION.CONTRACTOR MUST SEMI CONCRETE WASHOUT AREA DELTASANDSEDIMENT DEPOSITED IN SURFACE WATERS,INCLUDING DRAINAGE WAYS,CATCH BASINS,AND OTHER DRAINAGE SYSTEMS,AND RESTABILIZETHE AREAS WHERE SEDIMENT REMOVAL Designed:EAV Dawn:CR NOTTOSCALE NOTTOSCALE RESULTS IN EXPOSED SOIL,THE REMOVAL ANDSTABILIZATION MUSTTAKE PLACE WITHIN SEVEN(7)DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL,REGULATORY,OR PHYSICAL ACCESS ApprOVBd:EAV MCl/Page; CONSTRAINTS.CONTRACTOR SMALL USE ALL REASONABLE EFFORTS TOOETAIN ACCESS.IF PRECLUDED,REMOVALAND STABIUZATION MUST TAKE PEACE WITHIN$EVER(7)CALENDAR DAYS OF phase;PRELIMINARY Initial IsSUe:41I2/2oHa OBTAINING ACCESS.CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL,REGIONAI,STATE AND FEDERAL AUTHORITIES AND RECEIWNGANY APPLICABLE PERMITS,PRIORTO CONDUCTING ATTACHTHE WOVEN WIRE ANY WORK, FENCHREEWIETi SOR WITH SLIT FENCE MATERIAL TO BE Revision History TH FA FASTENERS OR OTHER 4, CONSTRUCTION SITE URFAC S,WITITLDCAOURS OF ST DISC VERY,OINSPECT I FOR EVIDENCE IT INOFF-SITE SHORTER SEDIMENT TRACKING OMPLY IT PAVED SURFACES.,TRACKED EGENERAL ENT IT. BE REMOVED FROM ALL FASTENEDSECUflELYTOUIOVEN ��' .�S�IINRRVppp''' ��1 FASTENERS(SEE NOTE 3I VASE FENCE WITHTHRE TIES OFF-SITE PAVED SURFACES,WRHLN24110URSOPDISODYEflY,ORIFAPPLICABLE,WLTHINASHORER TIME TO COMPLY WITH PAXTB.11A.120F THE GENERAL PERMIT. NO.Date By Submittal/Revision I+ SPACED AT SO'ON CENTER[SEE 5. CONTRACTOR IS R ESPONSIBLE FOR THE OPERA71ON AND MAINTENANCE OFTEMPORAFTYAND PER MANENT WATER QUALITY MANAGEMENT OMPS,AS WELL AS ALL EROSION PREVENTION AND 4/12/2019 CITYSUBMITfAL ,•••I ' Nons1) 5 EOLMENT CONTROL B.NPS,FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE.THE PERMrrTEEIS)ARE RESPONSIBLE UNTIL ANOTHER PERMIT TEE HAS ASSUMED CONTROL(ACCORDING TD PART 3,1 TO 3.8 OF THE MPCA GENERAL PERMIT)OVER ALL AREAS OF THE SITEMAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STARILIZATION,AND A IN.O.T.) CROSS BRACE HAS BEEN SUBMITTED TO THE MPG. S G. IFSEMMENT 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 III FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NETT RAIN AND/OR POSE A SAFETY HAZARDTO USERS OF PUBLICSTREETS). 2"X4'WODD f OVERFLOW I•CENTEROFFILTERASSPM6LV 7. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCRONACTIVITIESIS RFACHJNGT14E INFILTRATIONARFAAND THESE AREAS AREPROTECfED FRAME FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA 3'MIN. OVERFLOW 2-TOP OF CURB BOX �,.SEQUENCE OF CONSTRUCTION DROP IN 2"X M1'STAKE SECURELY FASTEN OVERLAPPING 10"FILTER ASSENT BLY WITH GRATE ENDS OF 51LT FENCE MATERIAL TOADIACENTsTAREs WITH PHASE I: THREE WIRE TIES OR OTHER 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. WOVEN WIRE FASTENERS FENCE WITH SILT CURB 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. Sheet Title FENCE MATERIAL 3. CONSTRUCTTHE SILT FENCES ON THE SITE, EROSION COVER 4. INSTALL INLET PROTECTION DEVICES ON EXISTING STORM STRUCTURES,AS SHOWN ONTHE PLAN. EMENDWIRE FENCE POSTS:2X4WOODFNSTAKE FENCE! 5. CONSTRUCT THE SEDIMENTATION AND SEDIMENTTRAP BASINS,AS REQUIRED, - AMIN.DFRO No PENINGFABWOVEN RIC!I ACCORCANC WITH 6. HALT ALL ACI'VITIESAND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION DfBMPs.GENERAL CONTRACTOR SHALL SCHEDULE CONTROL GROUND ASTM D 64G1 LATEST EDITION. .;ri::� AND CONDUCT STORM WATER PRE-CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH EXTEND SILT FENCE DEVTLPHTA) NER: MATETHALA MIN.P •-� CONSTRUCTION. INTERTEK-PSI 1-C.-INTO GROUND `.'•C.7�:fY 2915 WATERS ROAD,SUITE 112 7. CLEAR AND GRUB THE SITE. NOTES AND A. 0EGIN GRADING THE SITE. EAGAN.MN 55121 1.ATTACH TH E WOVEN WrRE FENCE TO EACH POST AN D THE GEOTENTILFTO THE WOVEN WI RE FENCE 24464148 (SPACED EVERY 3W)WITH THR C09W7 9. START CONSTRUCTION OF BUILD NO PAD AND STRUCTURES. DETAILS 65EE WRRETIES OR OTHER FASTENERS,ALL SPACED WITHIN THE TOP B"OF THE FABRIC.ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC,WITH EACH PUNCTURE PHASE II I SITE OPERATOR/GENERAL CONTRACTOR AT LEASE 1"VERTICALLY OF Sheet No. Revision 2.WHEN ACRO TWOPOONS OF SILT FENCE MATERIALAOIOIN EACH OTHER,THEY SHALL BE OVERLAPPED HIGH-FIDWFABIIC 1. TEMPORARILY SEED DENUDED AREAS, ACROENANC POSTS. MIRAH FFZOI 8. MNNTENANCESHALL BE PERFORMED AS NOTED IN THE SWPPP.DEPTH OF ACCUMULATED SEDIMENTS 2. INSTALL UTILITIES,UNDERDRAINS,STORM SEWERS,CURBS AND GUTTERS. MAYNOTE(CEED GULARHALF THEENTACOFTNEFEDSEIMENTENANCECACHING MUST BE 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. �� ®� MAY NOTEXREGULARLYTO THE UMUEAABRIC.MAINTENANCE REACHING MUST BE THE ROAD OPAIN CASTING APPLIUBILTY SUPERINTENDENT: HEIGHT OFTHF SILT FENCE MATERIAL ABOVE GRADE. NEENAH R-3067 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 4.ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT. NFFNAHR-3512 S. PREPARE SITE FOR PAVING,  IP-1 6, PAVESLFE. SILT FENCE INLET PROTECTION { ) ®ROAD DRAIN INLET PROTECTION(IP-2}��� 7. INSTALL INLET PROTELTIONDEVICES. NOT TO SCALE NOI 10 S,A,, 8, COMPLETE GRADING AND INSTALL PERMANENT SEEDING AN D PLANT ING. 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I SPRINGS AT I I I F -1006. 0 [� F -1004. 0 FF •1002 5 63 LF-8"Pvc F=1002. U IE=987.74,K RE=1aD2,e2FLI �� I 143 LF-8"PVC SDR26@D.D4a I I IE=987.99 F =1005. 7 MH07 F =i004. 7 - =100 LAKE ELMO LF-8"PVC MHOS MH09 143'6@0.04%� MH 10 RI.101 I - - MHOb RE=1001.54 138 LF-8'PVC I RE=996�83 'el MH 11 SDfl 26@0.40M HYDRANT RE=1aD0.51 J' nE=999,21 0 216 LF-e"PVC LIE=98.40, REGUZ,0T IE=98B.G3 L26 LF-8"PVC °SDR 26 @ 0.09% pa 0.E=998.25 4 4 a `;'GATE VALVE ,... IE=989.14 IE=989.69 FIE=990.26 SDR26 0.04% np a 26 LF-8"PVC 8x X 6a TEE IE=98820 SDR 26 @ 0.04% m @ O0IE=991.12 HYDRANT _ _ _ _ 6"GATE VALVE sm 4 4 4 4 4 4 4 4 4 ° 4 1 4' 4 6 1 4 1° B"x 6`TEE =t I �•'' I 148�- �Nw� MH 05 UP •yEll- 1 a" a°4 SOR 2B B F. IJ a 361 LF8')PVC- IE=988.09 - I 0 - I Location SDR26 d.40% I - -14 °tl 142 LF 8"PVC ° HYDRANT B2OE �0° A _ a c HYDRANT SDR26@0.04% 6"GATE VAWE � 6"GATEVALYE 6"%G"TEE DG 1 ,' g -0- , LAKE ELMO, 109LF-S"PVC 8"x6"TEE '' ° MINNESOTA SDR 2G @ 0.04% FFE=100 1 I _ I GFE=1DD1.1.87 B2 _ d U £AS£ `N I Holt' _pq0�o4 r, 9955 HUDSON BOULEVARD NORTH I 2 I , BLDG 3A I I , Ho o °on opg FFE=1006.20 OE B2 I 0E __ .... GFE=1 S.S G 26 BLD MHOS-A' 4 I I, I CLUBWOUSE RE=1D00,21 EP BLDG 14A E I 01 FFE=1005.47 FFE=1005,50 IE=69D.zs �� .y r 1 RE#10 2.40 C slue I FFE-1005.00 g�J HYDRANT i FFE=1001.75 • 76 i gB g86.66 I I - 005.14 FE=10 h 6"GATE VALVE = 001.42 -_ LINE PARALLCL WITH THE`1 II I m�r`���~` B"x6"TEE SO.LINE_OF'THE SE COR! +i I Certification _l I OF SW 114 , cation I I I I I s I I Thereby-,trfy that this plan,sped6ralom or E a / >fl a SOUTHEAST PARCEL DESCRVI eport was prepared by me or under my dmat: `f4f I ° x opa p \ PER D(Jc,N0.M1D4IB79(24}" supervision andthat I am a dulYlicensed 140[a 40 I r \ \ I 2a I 31 IJRAIM ;L UorL1TY FA I I / / Jt .11VII Tonal ENGINEER anderthe laws althestata _ I 54-30 HU9-21 BLVD 006 -� of Mlnnasota. I 1 +3D HYDRANT ' PER Ot C'• n ru 7 1, " HYDRANT - a?r \ 3 ° n 9730 FR)HIDN N LLC N m 6"GATEVALYE- ° na 6 GATE VALVE o ALIIN CHILDREN LLC I I S"x8"TEE pa - 8"x6"TEE. // I i `I Ertc A.Vogel NO. 2-4' 54F ti LINE LINE F HE THE I rseBlstraeo 4 Date:4/12/2019 ()` I 1 lI1 - --_____ HE If•poll zt us forawa[plenedmpypl615 I ] t o - AN�NI- - I � EAST LINE OF 7 SF COR E I 11 } \ - ( ( ) ( 0 1 4 OF SW 1 4 `(N•) _ ,y q ,� p � / I �an whf kla avuxaHu up°p request at 5am6atek's, FO RLS 3933 maeton a,MN otx«. F! A r _ __.__ _ _ ......_ _ 4-_ FRS 4' ' ," _.___.. _. -_-_ _-_ __,`=-- . -- -- _,_.___ --._._- - , _- _ _ Summary r__,____ __._.._.._ ______. _. _.__. -- - - ' 4Z`'`---`f- -""-�--'--• 4 _�..�..-._'4-" G �_....Y ._......-"-UG ...._.7G..W.-_.-.._.�-,r__-.-_-_'d"___ m.�. __•---_--- ,_,._.-_ _...-_._.__Ua_-_ UG-._..W..-__u°_._..._.__�-._W.._�__._-._.U°-:r -a6."FU- _�Ua__'"FQ - _-.___._._.__ _____-.._ _-_ _" _ Rr.,i.i..i..,.i-��.......-."w. CONNECT TEXISTING 12 Approve0'FAV Bo°k/Page: uc �I.... Designed: Phase'PRELIMINARY -' HU SON RI N ��- - - �- • WATERhAIN WITH I2" I Tlnitlal lssue:4)11/201a ' % �' TEE WITH GATE VALVE ' (' (•"` , , `•` :''r, PUI"RIGHT-OF WAY-(Y IE„APTH) , ...--'.,`, (X2 OF SW 1/4 1011.37-- ,'SW CORNER,SE 1/4. SEC. 34 ...-..�...-.______.r-� -_- ...___-_..----_.._._.-._._--._.-_.__-_.__.__'-----.__.__._ _ Sr /, SEC.34 ARIAS I - � S LINE, S kC 34 No.Date ByorSubmlttalo/R vision 9/3.52(E,W __.o..---°t-.xa�-=o-L>w:_.=..a.-_:"• -__ _......_ .' �,' ,-F. 1/4, S. - -.-.--- _. ._..`., .._.__ 411y2D19 crosusMrrrAL -- -- ____.---•BENCHMARK 62-' INIR EL-1001.01 LEGEND UTILITY CONSTRUCTION NOTES 2.4.1,ALL5ToRMsEWER PIPE FOR ROOF DRAIN SERVICES TO RUILDINGSHALL BEPVCSCH4D 9, ALL SOILS TESTING 54ALL BE COMPLETED DY AN INC EPENDENT SOILS ENGINEER.EXCAVATION FORTHE PROPOSED EXISTING 1. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WfT1 THE CONFORMING TO ASTM D2665, PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL DE COMPLETEDAS REQUIRED BYTHE CURB9,GUTTER "STANDARD WILL IF SPECIFICATIONS"AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF SOILS ENGINEER,HIE UTILITY BACKE]LL CONSTRUCTION SHALL COM PLY WITH THE REQUIREMENTS OF THE STORMSEWER ID---P►�� ('N----DD--__-_-a MINNESOTA ICEAMI.EXCEPT As M001FIED HEREIN.CONTRACTOR SHALL OBTAIN A COPY OF THESE 2.5.RIP RAP SHALL BE Mn/DDT CLASS 3. SOILSENGINEER.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILSTESTS SPECIFICATIONS. AND SOIL INSPECTIONS WITH THE SOILS ENGINEER, SANRARYS£W£R ►--� U----p---� 3. COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONS AND INVERT ELEVATIONS WITH FORCFMAIN(SRN.) PPY ®-----plaD----� 1.1.ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY REQUIREMENTS, MECHANICAL OONTRACTOR PRIOR TO CONSTRUCTION. A GEOTECHNI CAL ENGINEERING REPORT HAS BEEN COMPLETED BY: EASSEMENTEMENT N -------W .. - I if "'"'"-'!"�'"""'""¢' 1.2.CONTRACTOR SHALL NOT OPEN,TURN OFF,INTERFERE WITH,OR ATTACK ANY PIPE OR HOSE TO 4. ALL BUILDING SERVICE CONNECTIONS(STORM,SANITARY,WATER)WITH FIVE FEET OR LESS COVER ARE COMPANY:INTERTEK-PS( 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 DRAINTILE ---PAL--- PPP- -m------soo---- ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE PHONE:651-646.8148 Sheet Title GAS LINE p, --_-_...-4t------- TO THE PUBLIC ARE THE L M ABILITY OF COPACTOR. S. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARYTO AVOID PRO PERTY DAMAGE TO ADJACENT DATED:FEBRUARY 11,2019 ELECTRIC PROPERTIES DURING THE ON PHASES OF THIS PROJECT,CONTRACTOR WILL BE 1.3.A MINIMUM VERTICAL SEPARATION OF 13 INCHES AND HORIZONTALSEPARATION OF IOFEET RESPONSIBLE FOR ANY DAMAGES T TIHE ADJACENT PROPERTIES OCCURRING DURING THE HELD SOLELY CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT, SANITARY TELEPHONE uT -------tsr------- 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 ALLOWS WORKING DAYS FOR SHOP DRAWING SE SE 2. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT As MODIFIED I IEREIN. PRACTICES,CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB REVIEW, yyATERMAIN SITE,INCLUDING SAFETYOF ALL PERSONS AND PROPER)YOURING PERFORMANCE OPTHE WORK.THIS 2.1.ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. REQUIREMENTWIUL APPLY CONTINUOUSLY AND NOT BE LINT TO NORMAL WORKING HOURS.THE 12.CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR DUTYOFTHEENGINEEROR THE DEVELOPERTO CONDUCT CONSTRUCTION REVIEWOFCONTRACTOR'S EACH STORM SEWER STRUCTURE. PLAN 2.2.ALL SANITARY SEWER TO BE PVC SDR-35,UNLESS NOTED OTHERWISE. PERFORMANCE IS 140T INTENDED TO INCLUDE REVIEW OF TILE ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN,ON ORNEAR THE CONSTRUCTION SITE. la.(REMOVE TFTHERE IS NO UNDERGROUND SYSTEM) 22.1L ALL SANITARY SEWER SERVICES TO BURDINGSHALLBE PVCSCH 40 CONFORMINGTO ASTM THE UNDERGROUNDSTORMWATER SYSTEM SHOWN ONTHE LML11Y PLAN ANOTHE OETAILSHEETS IS sm AfvfAp.sxisawwrr zFVFA wasnErsfM`rym D2665. 7, ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THATARE DISTURBED BY UTILITY CONSTRUCTION SHALL FOR INFORMATIONAL PURPOSES ONLYAND DEPICTS THE MINIMUM STORAGE REQUIREMENTS ANDTHE Q{•l �°wF uoeuo z10 aaxrRaena uo°nwesraerxscaozaxpryxWx xv`pxwoF ax`sw,a BE RESTORED IN KIND.SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH SYSTEM ELEVATIONS.THE[ONTRACTOR(WITH THEIRSUpPLIER OR DESIGNER)SIIAII SUBMIT DESIGN Sheet No. Revision roiniu�ns°unuiur`ix.°u`pfurye pxsuacoxraacroas°WuxrrnMWEnasucr,aur`°n oruzapp`u° 2.3,ALL WATERMAIN TO BEDUCTILE IRON-CLASS 52,UNLESS NOTED OTHERWISE. THE SOD.mMMapr`x°yy°n;araxrylAClwerNF xprllKArION nX1EafG01NFR5ralFaNF RfRMWMWPIAI.Ixf DRAWINGS TO THE ENGINEER FOR RENEW AND APPROVAL PRIORTO CONSTRUCTION.THE DESIGN nn�rona�uomawaraxrluerona¢nzeroes ruurnaroxaneroxnMsn°au°waxes,wn`cx Miwreeocus`axz°av DRAWINGS SHALL DEPICT THE FINAL LAYOUT AND DETAILS FOR CONSTRUCTION.THE DRAWINGS SHALL BE x`saxxfn Lawxt rpzzapWAaurexxxrxesgvz Moa«o nuWr"ma NxxmGxouxxexxpvcprewl. 2.3.1.ALL WATERMAINTO HAVE 7.5-FEET OF COVER OVERTOP OF WATERMAIN. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES CERTIFIED BY A LICENSED ENGINEER FOR THE STATE IN WHICH THE PROJECT IS CONSTRUCTED.THE 1 a :EwcµoaFTMa,E�rovxsKsaxrowxrfawcxwmfsre.xfoas,seR,aAxoarrrxewewerawnxrnfinear`axsme• SUCH AS BARRICADES,WARNING SIGNS,DIRECTIONAL SIGNS,FLAGMEN AND LIGHTS TO CONTROLTITE su a MITTALSHALL INCLUDE ALL NECESSARY PRODUCT INFORMATION,DESIGN CALCULATIONS AND C61B®1 nv4 na oen�xmest�.persncvmuownxovinrFsovurmnnlEeraEa ExGwEen. 2.3.2,PROVIDETHRU"LOCKIKG AND MECHANICALIOINT RESTRAINTS ON ALL WATERMAIN MOVEMENT OF TRAFFIC WHERE NECESSARY.TRAFFIC CONTROL DEVICES SHALL CONFORM TO BEDDING REQUIREMENTS FOR THE PROPOSED STORMWATER SYSTEM.FOLLOWING CONSTRUCTION,THE NORTH rxoveMemsv`evrx quittOFlF axirlWcwfro xrmura NEFasr`xe lx`lOiFSWMM CaNIUarnmrNFtaprpsm JOINTS PER CRYSTANDARDS. APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. CERTIFYING ENGINEER SHALL SUBMIT LETTER 70 THE OWNER AND ENGINEER INDICATING THEY O 50 100 E1 2.4.ALL STORM SEWER PIPE TO DE SMOOTH INTERIOR DUAL WALL HOPE PIPE WITHOBSERVED THE INSTALLATION AND TH£INSTALLATION OF THE STORMWATER SYSTEM WAS IN H WATER TIGHT CO NFORMANCE WITH THE CERTIFIED DRAWINGS. Project ject NO. 21654 GASKETS,UNLESS NOTED OTHERWISE. SCALE IN FEET oft,ffix-axapm-u:ersaUiry A:YuoupstzAW MaaKaaWda+lrWsa[gG°WxF • ! I ,_ f UNDERGROUND INFILTRATION( UNDERGROUND UNDERGROUND FILrRATI0N1 UNDERGROUND FIITRATION2 U29-"19-'ll-qS--0Up3 UNDERGROUND FILTRATION 11,071 CF STORAGE 7,242 CF STORAGE Sambatek I STORAGE 220 6 CIF LF365 PERFORATED 1RLS3 NOV MOII,ASSIGNED 17,036 CF STORAGE I 600 LF 36"PERFORATED PIPE 12p0 LF 36"PERFORATED PIPE PS-LAKE EI MO I_I.0 1200 LF 36"PERFORATED PIPE _ 540 Lf CIL PERFOnATEb PIPE 300 LF 48"PERFORATED PIPE 365 CY CLEAR STONE 1801F-18" 749 CY CLEAR STONE 276 LF-24" 70 LF-36 749 CY CL EAR STONE 440 CY CLEAR STON=_ _- - -- -- e STORM @0.50% - „STORM@0.40%,- STORM s - 292 CY CLEAR STONE www.sarnbEitEik.com - I I 12800 Whltewatar Drlve,Sub 300 - I Y % 1 I z G 36„ cDtitH zn6 Mlnnetpnke,MN 55343 T _ RF 9=a37 c 783.476.8D10 iplephbne I __ ) o � ,. -...r ,• .. . a ,-e ,: <: s .� ^' 783.478.6532 tacslmlle Engineering ISarveftI Planning IEmianmental STMH 213 STMH 212 - II. _ 5TMH 211 STMH 210' P .-• STMH 209 STMt12D7 ( I ] I RE=1004.90 _ RE-300415 RE=1003.5t RE=1o02.23 33 LF-16' . STMH2O8 140U 36' Client ¢ H 214 LF-36° 'RE=1001.52 177 LP-36" RE=1001.45 ¢PPP _.� I IE=996.aq ii n rDG 2 PPPP IF=993•D2 [ IE=994.85 ° STORM@0,40%' Pa°P ftE=IOOlAB STORM@0.25% P STORM®0.25% P STORM®0,25% m o>I IE=994.31 - IE=993.87 IE=993.52 ( `- 78LRMWI "'� - U� LIIfr11 I-• CBMH2Os CONTINENTAL STORM @ DAD% STMH 21M- ne 2DE 66 LF•36" !- R6=1000.9 flE=10D2,67 ° B20 L G 1 A STORM@0.25% I'1' I IF=993.22 B20 E 2DE IE=994.98` ° 1G I 4�� FUN® LLC I LDG 48 I DG8 � 5TO1MlIsGA0` DG 1 nnP FFE=1003,00 I � E i FEr=lOD6,65 FFE=1006.35 FFE=1004.65 t, FFE=1003.00 GFE=1002.67 (f [ FE=100 COMH214 GFE=1006.02 GFE=1004.52 - GFE=1002.67 I I RE=1004.69 3 __ �` W 134 N8675 EXECUTIVE PARKWAY 1E=99Z36 CBMH 210B°¢¢ ¢a°¢ °PPP °P ',V. ° r RE 1001.83 „B„ „ PPP °°a o o PPP "srDRM o zs n MENOMONEE FALLS,Wt 53052 One ¢ P ° P - I I I 1 01 2"Dg'STUN F 142 LF-15" (STORM @ 0.40°k ¢ an¢ nP I s ¢ STORM @ 0.40%o °° °¢ 02.67 °a $ CBMH 204 RF=1000.7a $2DE ME B20E 30 LF-36" IE=992.95 Project } 3 I - I F STORM @0.25% 75 LF-36' ,� j BLDG fiB BLDG 76 PPP STORM @0.25% I I I I ro I cBMH116t BLDG 1 CBMH302 CBM00.49 1 I I I SPRINGS AT CBMH 215 F =1006. 0 F =1004. 0 RE=101,85 FF =10D25 RE=SOOD36 RE=1000,g9 CBMH 2O1 (PE=10D5.62 IE=995.52 7D LF-40" IE=992.99 !11E=992.SO�DD' RE=3000.50' F =1005 7 F =1004. 7 =13o IE=992.68 LAKE ELMO IEA97.72 STORM @ 0.4016 I CBMH 4000 °o �� °o " CBMH 304 44 LF-31 I 65 LF•15 - RE-1003.89 CBMH ROOD CBMHB07I ¢ CBMH 3a5 PP RE=1D01,17 anoP 5TORM@0.30% qO LF-XX" I PPPP ° naa¢ _ - _ P°P° - CBMH2O3 _ - - = - - ' I1-%993A1 * cc LT7. 37 LF-71" S70RM @0.50% - RF=998.49 I I I - IP. .. IE-996.31 _IE-994.19 IE=993.91 57 tF- " , STORM @0.30% IE=992.76 55 LF-21" I I I RE--1005.-- k...... .15 �f i2 IE-997.I2 0- - 0- STORM @O.ba STORM)@ 0.40% 11603602_ _ STORM @ OAO - 5f0AM � ® - STORM @ 0.909E n tE-995.96 CBM"3A4 -00.OS - [BMH 406 SB LF-]5" J CBMH505 CBMH50q IF= a I IE=998A3 IE-997.77 .� 4 - - - 33 LF-36" - STORM @ 0.50% a anPa ► �► 83IT-21" _ 51202 @ U.25% _ 1 ° 76U-15" .. - -x ° ° 69 LF-15" ' STORM@tl.3b% : �$'�� CREAH 2O2 I STORM@0A0% CBMN407 ;t 4 STORM@CAC% 62LF-1%F" I 44LF-36" RE=moo.50 Location I ! I - I RE=3004.5D ¢¢ B2DE STORM @ D,49% ¢ CBMH 30D fi CBMH 5D3 I 100 LF-21" 36 LF-XX" -I P^r air i' RE=1000 45 STORM @ 0 30% IE=992_.68 I I IE=99738 II °P° STORM @0.259 9D LF-15^� STORM @0.50% RE=1005.01 I P ¢P CBMH 305 73 LF-XX"- CBMH 303 E99263 LAKEELIVIO IE=997.46 a 57 LF-12" STORM @ 0.0.0% I DG Z RE•10D3.11 STORM @ 0:50%- RE=1000.fi2 CBMH M I N N ESOTA 1 I I STORM®0.50% ° ° P • CBMH 400E FFE=10D2.20 - i y I : RE=1000.82 IE-993.64 ° IE=99i.1fi PaP IWf ,' =9 .91 = CBMH v _CIE 99274 s � - i ` I �� ( ®MH40fi ° I - - 9955NUDSON BOULEVARD NORTH IE 9fi GFE 100187 3a3A PPP i � � RE-1001.14 y I _ L•„ - r fir' RE4004,31 P IE=992.87 a a q BLDG 3A E=997.10I, P P _ .1 I a¢ 80 LF-XX" .,W) K; ti I 4,.,� CBMH4DDB o°O °u sTORid La 0fi0% r I I I FFE=1C M"50 fi - 74 LF-15• _ BZ RE=1a04.i3 OE r GFE=[BMH5D2 I r 5T11M9@p.50% FE=995.71 - - �F R---- RF-1005.01 I a �- -3 al'D J, FF1:=10D1.75 CBM4 01 13,OOS CF STORAGE { { - - E=99a1s �:. I FFE=1005.47 FFE=lOD5.50 CLUBHOUSE ® W� ��` T BLflG 14A CBMH 101 UNOERG..UNDFILTRATIONS yTU8 1491F-24•, 8 FFE=1005.00 Sd� CBMH 30331 IE-990.00 5650 LF 48'PERFORATED PJPE -oosa4 GFE=10 RE=999.96 = 001.A2 Certification UNDERGROUND OF STORAGE rS - STORM@0.25% / kF��` IE=993.52 - 515 -CIF- STONE 430 ORAGE I CBMH 405 I I I I ir¢40LF 36'PERFORATED PIPE )� \ 1 CBMH 3D3B I r sf RE=1004.30 - - V - r• ( I 692[Y[LARSTONE t IE=100,43 "UNDERGROUNDSTORAGE? / P, RE=1000.57 + _ I Itrereby cen8ythat this plan,spea0catlon PP q 7,a65[F STORAGE 71 LF 42 RL IE-993.12 "'-j'I { 2- ti -1: report wasprepared b'7 me arundermy direct � ¢ R P ° STORM @ OJ9Yx 202 LF-36' __ Y { 4A�"Dh• 40i °¢ ° r 1,360 LF 2440 CYFCLAR STONE r / \ \STORM @O:g10% STORM@0.69%•'r1 4 u - pr essOna 1061E-15 ( I ENGINEER Pndat the laws of the state pervlslOn and thatl am adul IlOensed STORM @0 SO% - - qj - I of Mlnnes°te. 4 I ra I I y.�r s �- '.ut P rr',I Y -I CBMH 400A CBMH 30BA a P ` ¢•. RE=I0D3.m RE=100D.98 \ 5 ra% J I �(1 �� I 'F a I CBMH q02 IE=995.34 ' s fE-996.65 \ SO6 LF-12' .I CIA l 133 LF-18" C - STORM @ 0.44% °o I I ,� I STORM @ 0A0% N a P°P V RE=1004.13 °u K 4l / a a°a I _ r PP IE-99SA CBMIR11 RC=F 4 SS I I CBMH 501 a' ?a[.q•- CBMH 403 I, r, f q A D „r FES \ - I Eric A. VOgel 20 LF-21" RE=1004.23 T - ,(-� IF=996 31 ►► /fr 1 CBMH 303C - g RE=1004.27 STORM @ 0.40% 35 LF 24 r - g a: IE=994.94 1 I RE-995 82 - A L.i -1' ReldsyaU 14 Oate:4/12/2019 ` o 162LF-24" IE=995.55 TORN @025% [14 7 c $' a'- IE=993.59 F4S - L- T•f ,F -JL'1 I IE=996.62 y.�, _ ` .. ,. If appll� naa lrs rora wnt Nfo.donwofthin (} '� L. _STORM@0.40%- 1 "' --- 105 LF-12" I ( �= 1)F i 4 plan wh'�BavalUfilaup°n re9ue tatsambatek's, r STORM @ 1.25% (N) - e' ( -- _ _ ►► 9LF-36' P P-v-P-P-¢-°-/To-n� P a--P-a-�- -- MlnrselnnNa,MN office. -, -L>-faR-n' -._STORM @ 0.25% __. _ H_ _ __ .. --- _ 40 LF-21"-ud'-_ -�'�>t - CBMH4W - 351F-3G"-r� 76 LF-36'. STMH 401 _ 933 -"_-- r - STORM@0.9p% I A nE=1004.99 STORM @0.40% STORM@0,25% RE-1o03.401. 0 ""--u .___ _- ___ .-- _ __ _.-.-- ---,---- - 43 FES Summary _�._. IE=996.20 I ' '15]L - 5TMH5ap 651E-21"- IE=995.27 __ _ - -_- --- _. �. ._4..__.._.____4 4 _q----- __q ��no -W.'4' IE•9aB.61 t• .- .. ..B�-FL4•FaF;-NA1NJc- .. uP _-.______�-' aP "-'I'p - .. --"r.�.., .,.".,.,,,.:...._...,•.•,.emu-I �' pproyd:FAv Drawn:a �--U4�-_.-'"'iF'R'.--�--RE=1004.81 STORM@0.40%_- "_"� roved:Env Book/Page: I' `'ry HUDSOiV BLVD n'_ r... :i s_ =1 SC COR OF SW 1/4 I Phase:PREUTAJNARY Initial lssue:4/12/1a19 ' ��i Lai r ��: ( ' stilt.r�s,� �PUDLIC'ltiri OF WA-Y-(VARIABLE TNDTH) .__ - _ ------ - ___ Revision History , o W or -SW CORNER,SE 1/4, SEC.. 34 , ........___ __..._ -�...za_...:��-- / IU11.37-_.•.__-__. _ SLINC S S 34 196:52(E,W) ✓ /W 9 OITYSOBMITTAL yzaaxQ..=-toes_aP o'w^®--'---D'-•-O---a.-�a..M1+d.»-.[++�...P.w...o,w.�.J1.r-s¢-rBt^.�.R.�.•_:2=. .__"--•-_. .... � ram._. _... _....6•__ - ..........___. ..... .__ ......._...._.. .... .._. _.._..._____ _. _. .}._.__._. .._ - -__...._.� - .- -- Y� - No.Date By Submittal/Revision 4 2M 6ENCHBMK F2••� - TNH EL.=1001.01 LEGEND -UTILITY CONSTRUCTION NOTES 2.4.1.ALLSTORM SEWER PIPE FOR ROOF DRAIN SERVICES TO BUILDING SHALL BEFVCSCH40 9, ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER.EXCAVATION FOR THE PROPOSED EXISTING 1. THE UTILITY IMPROVEMENTS FOR 1111S PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONFORMING TO ASTM 02665, PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BYTHE 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 0-►►� p-----_pH___.__� MINNESOTA ICEAMI,EXCEPTAS MODIFIEDHEREIN.CONTRACTOR SHALL OBTAIN A COPYOFTHESE 2.5.RIP RAP SHALL BE M./DOT CLASS 3. SOUS ENGINEER.CONTRACTOR SHALL BE RESPONSIBLE FOR COUNDINAYING ALL REQUIRED SOILS TE575 SANITARYSEWER ►----- o-----P----{s) SPECIFICATIONS. AND SOIL INSPECTIONS WITH THE SOILS ENGINEER, 3. COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONS AND INVERT ELEVATIONS WITH FORCEMAIN(SAN.) FM io (s)--t, J,•----gD 1.1.ALL UTILITIES SHALL BE CONSTRUCTED IN ACCUR DANCE WITH CITY REQUIREMENTS. MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. A GEOTECH41CAL ENGINEERING REPORT HAS BEEN COMPLETED BY: WATERMAIN ►�1 1.2.CONTRACTOR SHALL NOT OPEN,TU RN OFF,3NTERFERE WITH,OR ATTACH ANY PIPE OR HOSE TO 4, ALL BUILDING SERVICE CON NECHONS(STORM,SANITARY,WATER)WITH FIVE FEET DR LESS COVER ARE COMPANY:INTERTEK-PSI EASEMENT --- '--- ---"--"'-"'- OR TAPWATERMAIN BELONGING TOTHE CITY UNLESS DULYAUTHORIZED TO DO SO BYTHE CITY. TO BE INSULATED FROM BUILDING TO POINT WHERE 5 FEETOF COVER ISACHIEVED. ADDRESS:291SWATERS ROAD,SURE 112 AGAN,MN S5121 CL,DRAINTILE -LIE-Opp- --nl--aF>-- ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONSOFSERVLCE PHONE:651-646.8148 Sheet Title GAS LINE 9L --_,_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 11C --ur------•-- PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT.CONTRACTOR WILL BE HELD SOLELY 2.3.AMINIMUM VERTICAL SEPARATION DF 18 INCHES AND HORIZONTAL SEPARATION OF 10-FEET RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONTRACTOR SHALL OBTAIN A COPY OFTIISSONS REPORT. TELEPHONE ur -----r°'---- BETWEEN OUTS 10E PIPE DIAMETERS IS REQUIRED AT ALL WATERMAFN AND SEWER MAIN CONSTRUCTION PHASES OF T15 PROJECT. UNDERGROUND (BUILDING,STORM AND SANITARY)CROSSINGS. 11. CONTRACTOR SHALL SUBMIT2 COPIES OFS HOP DRAWINGS EDR MANHOLE AND CATCH BASIN PLAN STORM SEWER 6, SATETYNOTICE TO CONTRACTORS;INACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION STRUCFURESTO ENGINEER,CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOP DRAWING FV SYSTEM 2. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT As MODIFIED HEREIN. 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.ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. REQUIREMENT WILL APPLY CONTINUOUSLYAND NOT BE LIMITED TO NORMAL WORKING HOURS.THE 12. CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE MINIM UM DIAMETER REQUIRED FOR DUTYOFTHE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF CONTRACTOR'S EACH STORM SEWER STRUCTURE. 2.2.ALL SANITARY SEWER TORE PVC SOR-35,UNLESS NOTED OTHERWISE. PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW 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 SEWERSERVICES TO BUILDINGSIIALL BE PVCSCH 4000NFORMING TO ASTM THE UNDERGROUND STORMWATER SYSTEM SHOWN ONTHE UTILITY PLANAND THE DETAILSHEETS 15 L. {. TLC MSUMIMEUmmwsn°nmimsnwxonmBEruxsuaunlm°own Lo.'NPPImsrc LMLwuGEMl'M D2665. 7, ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THATARE DISTURBED BY UTILITY CONSTRUCTION SHALL FOR INFORMATIONAL PURPOSES ONLY AND DEPICTSTHE MINIMUM STORAGE REQUIREMENTS AND THE Sheet No. Revision wiw�ncexPor-Fri Na-NzunEo•sux°aNP e uua aniE ixrssv COLSEcr�Pxanoasnmm�Pr rwRwo BE RESTORED IN KIND,SODDED AREAS SHALL BE RESTORED WITH 6INCHES of TOPSOIL PLACED BENEATH SYSTEM ELEVATIONS,THE CONTRACTOR(WITH THEIR SUPPLIER OR PNERI ESIG SHALL SUBMIT DESIGN unurrmu^rxe calrnanoaanoroasreranraac*oassxalEpncenawetxtrxaaLoanaxaralcExsnnG 2.3•ALL WATERMAIN To BE OUC IM IRON-CLASS S2,UNLESS NOTED OTHERWISE. THE SOD. UnnRsa[roxLmannamxO aoNwurmxracrwO m[womiutnx[anu NOrxusrareoxErON mixnEs°rp.mE DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.THE DESIGN saExLuiwuE�ssoEza�OnLv[o[u[.wP�E 0.Eunnxo,tuvnwwaj,rl�wsrto Na pxoo.nu,eaolG1PcePxaswrvcoer DRAWINGSS SHALL DEPICT THE FINAL LAYOUT AND D[TAILS Fun coNSTHUCYION.THE 0 AWING55HALL BE (T-�)2.3.1.ALL WATERMAIN TO HAVE 7.5-FELTOF COVER OVERTOP OF WATERMAIN: B. CONTRACTOR SHALLBE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES CERTIFIED BYA LICENSED ENGINEER FOR THE STATE IN WHICH THE PROJECTES CONSTRUCTED.THE xvEnrawolrmeniE�x[isnviwvrE.rNaonnnu mcsrnueeeauiium w(»,of,rirvnova�rxoM»,EPxmr�rEnwnErrn�'LP' SUCH AS BARRICADES,WARNING SIGNS,DIRECTIONAL SIGNS,FLAGMEN AND LIGHTS 70 CONTROL THE SUBMITTAL SHALL INCLUDEALL NECESSARY PRODUCT INFORMATION,DESIGN CALCULATIONS AND C6e0 2.3.2,PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAIN MOVEMENT OF TRAFFIC WHERE NECESSARY.TRAFFIC CONTROL DEVICES SHALL CONFORM TO BEDDING REQUIREMENTS FOR THE PROPOSED SToRMWATLR SYSTEM.FOLLOWING CONSTRUCTION,THE NORTH rwkroerONEmuzuuEnsnxxununEsxniexmxPinwin,mrrEPPosw JOINTS PER CITYSTANDARDS. APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. CERTIFYING ENGINEER SHALL SUBMIT A LETTER TOTHE OWNER AND ENGINEER INDICATING THEY 0 50 1Y,raosSlaExrsPIO=M meruws ODSEAVEDTHE INSTALLATION AND THE INSTALLATION OF THE STORMWATER SYSTEM WAS IN Project NO. 21654 2.4.ALL STORM SEWER PIPE 7O BE SMOOTH INTERIOR DUAL WALL HOPE PIPE WITH WATERTIGHT CONFORMANCE WITH THE CERTIFIED DRAWINGS. GASKETS,UNLESS NOTED OTHERWISE. SCALE IN EEC- aw l2 Ml9-kl3xn Vsnzwary I:VNv,EaNh65x1CMKNRffittn4^1631 C6LlIt4vE Sarnbatek " www,sambatek.com 12000 Whltewater Olive,Sulte 300 Mlnnalonka,MN 55343 4'PC.CONCRETE' 763.476.6010 telephone 763.476,0532 faeslmlle Engineering I SLTY "g Meaning I ErnDonlnentel A Client CONTINENTAL 4"P.C.CONCRETE 4`4'WIDTH 483 FUND LLC 2A0%MAX — e W134 M8675 EXECUTIVE PARKWAY 4"cross s M ENOMON E E FALLS,WI 53051 SECTION 112"fl r�6" t 3"R 1/2'R I�^r 3"R A-A 1 1 GENERAL NOTES FOR CONCRETE CONSTRUCTION: SLOPE 314"PER Ff SIAPE9/4"PERFT. BITUMINOUS 1. THE CONCRETE SIDEWALKS SHALL BE CONSTRUCTED IN AOCORDA14CE WITH Project 2"2"'+'•'•'',',••' -'. 2"2"' ' •'.•A •' THE REQUIREMENTS OF MN/DOT"STANDARD SPECIFICATIONS FOR Al 0. CONSTRUCTION". SPRINGS AT s• '` •f•. 2. SIDEWALK CONTROL JOINTS SHALL DE LOCATED AT 5 FEET ON CENTER. WEAR COURSE SIDEWALK EXPANSION JOINTS SHALL BE LOCATED AT A MAXIMUM OF 100 LAKE ELMO FEET ON CENTER,AND WHERE SIDEWALK ABUTS CURB,STRUCTURES,ANO BASE COURSE OTHER FIXED OBJECTS.SEAL ALL EXPANSION JOINTS.BROOM FINISH SHALL BE 6" 8" 12" AMINIMUMOF4"OFCLASS5 S'MIN a" le" A MINIMUM OF4'OFCLASS5 PERPENDICULAR TOTHE LINE OF TRAFFIC. SHALL BE PLACED BELOW THE CURB SHALL BE PLACED BELOW THE CURB 2-#4 REINFORCING RODS AT CATCH BASINS 2-11 REINFORCING RODS AT CATCH BASINS 'THE THICKNESS SHALL BE INCREASED TO A 20FEETIN LENGTH,CENTERED ON THE STRUCTURE 20 FEET IN LENGTH,CENTERED ON THE STRUCTURE MINIMUM DEPTH OF INCHES AT DRIVEWAY CROSSINGS, 01 B612 CONCRETE CURB&GUTTER 02 B618 CONCRETE CURB&GUTTER 03 CURB TRANSITION 04 4'CONCRETE SIDEWALK Location TJ.I�, N.T.S. N.T.S. N.T.S. LAKE E L M O, MINNESOTA 9955 HUDSON EOU_FVARD NORIH J 1 � ACCESSIBLE J I IT GSIGN INTEGRAL tlCatIOI�I WITH BITSEE DETAIL B SIDEWALKCURB SEE SEE DETAIL Certification hereby that A :e.' s•._ �: 4. �.'A a� a.• ' pon was r re h prepared fW mis le or under m ct ty dire s a .. up—Islon and thatl am aduly licensed t+• a•f • .,'•'.: �_a professlonal ENGINEER under the la f the state NOTE:ANY SIGN FREE PARKING of Minnesota. _ STANDING IN '� • �Q ASPHALT PARKING YE ID 5'P.0 CONCRETE' LOT SHALL BE REQUIRED MOUNTED AS UP TO 20D FINE A Z A SHOWN. �(� Eric A.Vogel FORVIOLATION `IL��\iV' Y Reglstratlo�r Date:4/12/2019 aY A STANDARD MN DOi EL of taa usfmawquest se SAmbass" 'rL VAN SIGN NO.R7,SA MIn d T, N.FR upon rmtuestxsamlucek's, ACCESSIBLE Mlnnetenka,MN office. Z S'WIDTH PROVIDE VAN S u m Ter a ry ACCESSIBLE SIGN AT 4'P.C.CONCIIETE RIGHT HAND STRIPING-4" DesiRDed:EAV Drawn:CJL DISCHARGE PARKING B 2.Oy'KTdA% 4'.4"STEELTUBE TRAFFIC WHITE APP eREHMINaftr Initial lssueeal z SPACES SEESIGNDETAILS !21 m9 THISSHEETI PLAN VIEW OF ADA PARKING 4"DLA555 36' Revision History SECTION 6.0 SCH.40 STEEL STANDARD ACCESS STANDARD NO.Date By Submittal/Revlslon A-A PIPE-FJLLWITHCONC, STALL ADASTALL ISLE ADASTALL STALL 4/12Wm19 CRYSUBMITTAL -F GENERAL NOTES FOR CONCRETE CONSTRUCTION: AT ALL UT4LITYTAENCH CROSSINGS, REINFONtJNG RODS SHALL BE PLACED IN THE LOWER PORTION OF PAVING TNEGUTTER;RODS TO BE 2D FEET IN LENGTH. L THE CONCRETE SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ONE WRAP OF#30 , THE REQUIREMENTS OF MN/DOT"STANDARD SPECIFICATIONS FOR ROOFING FELT comorni Ucnow, SECTION A-A 2. 510EWALK CONTROL101NT5 SHALL RE LOCATED AT 6 FEET ON CENTER. TRANSmON INTEGRAL -� FEB FT 51DEWALK EXPANSION JOINTS SHALL BE LOCATED AT A MAXIMUM OF1410 f, i"— PAVEMENT TO FLUSH SIDEWALKCURB 3/4' FEET ON CENTER,AND WHERE SIDEWALK ABUTS CURD,STRUCTURES,AND WHITE LEGEND RED BACKGROUND I _ 'MTH SIDE WALK SEE DETAIL +• OTHER FIXED OBJECTS.SEAL All EXPANSION JOINTS.BROOM FINISH SHALL BE PERPENDICULAR TO THE LINE OF TRAFFIC RI-1 LS' 18%(29MA - .•'R.. GRANULAR BASE t'J• #+.r —`�- X.) ••s [• 7 t INTEGRAL Sheet Title 'THE THICKNESS SHALL BE INCREASED TO A 36"X 36""STOP"SIGN 1. MINIMUM DEPTH OF INCHES AT DRIVEWAY _ 510EWE L DETAIL CROSSINGS. •� CONCRETE SEEDETFlIL ,SECTIONB-B DETAILS 05 CONCRETE SIDEWALK 06 STOP SIGN DETAIL 07 ACCESSIBLE PARKING SIGN 08 ADA PARKING 1 09 CONCRETE VALLEY GUTTER U.I.S. N.T.S. N.T.S. N.T.S. N.T.S. Sheet No. Revision C9.01 Project No. 21654 ,Prl. 9-J1Ppm-repaetEtrl=Ve01E[ISVS6HKnDkbiM1sOetn\]I6Di{9ntt.,:y I I ADDRE:S'S NOT ASSIGNED \ E� �•:_ K 1 DPS-LAKE ELMO LLC R bate ambatek.00m o-t-o -°-°-o-°-o-a-q-q-q s o- a-a -o I 1 + + + + + I ff 12800 Whlleweler Drive,Suite 300 Minnetonka,MN 55343 7153,476.13010 telephone _...-- 703.476A532lame ._ u en nv e I Enpineerinp I S tyeylnp I Planning I E Ir3nm rltal I :a oo Client I B _ CONTINENTAL ~ 620 620E 2015 B20 20E LDG 46 DG DG 8 483 FUND LLC DG 1 FFE=1003.00 S FE=1006.65 , FFE=1006.35 FFE=1004.85 I: FFE=1003.00 GFE=1002.67 _ t ;.: .:. FE=100 - ;.; GFE=1W6.02 :::. GFE 100A.52 GFF=1002.67. j �a Q' W 134 N8675 EXECUTIVE PARKWAY E I ➢' o - 1 I ME O_ N MONEEFALLS WI 5305 BLDG 96 - - - 1 1 - 1 �t ••:•;•:� FFE-100300 1• I 1 = 02.67 4 l B20E B20E 820E `` B20E r R 1if`F o Project I I q - BLDG6B 01 BLDG7B DG 1 ;: G 1 SPRINGS AT I � ;•g F =1006. 0 F 1UOq, 0 _ I t11y-I I -I - - F =1005 7 r- =1004. 7 =1002 =1002 ' 11 LAKE ELMO • t';, QO Y ° l location LAKE ELMO, FFE=1002.20 MINNESOTA I Vic•• f,�°` GFE=I001.87 'Zr ' 'I B2 i ``' I - °° NORTH 9955 HUDSON BOULEVARD NORTH .-ti,i .5;. + +• 5o too BLDG 3A IV <°. sfz•`:•"''%'; ..°•`•'•.'.°i`. D°.:`.'::¢: ' Dt DE 'h, `�;.: B2 - OE -- -_ _ SCALE IN FEET I I GFE=1 OS.8 -PITI G 2B BLD CLUBHOUSE -� 8 + 'O =. BLDG 14A ' '•"r•�,x•.:• FFE=1005.47 FFE=IDOS.SQ FFE=1005.00 o0s O FFE=1001.75 SOD SCHEDULE -005.14 FE=1 = 001.42 -}_ GROUNDCOVERS CODE BOTANICAL NAME/COMMON NAME CONT QTY Certification ' -\ -P - I rti+iy�}'r y'7URHIG Ihere6y certlty that this survey,plan or repartwas "- c R �.,+;+':':•+�n�+�i,lt TurF S°d Hkihland 5°d/Sod Sod 76,939 sf �`•• prepared dean dlmct su I I _ C.•::ti c�+ t °p• 'Yhai+'+_. a Pare 6y me or y pPE son ➢ O :,�, _ / ,{�� (/l/'.y"� ARCHITECT-dulytl vzsedtANDSCAPE MinnesECf under the laws of the State of Mlnnes°fa. � J - � g I TREE Q(� I }• ; - - Y.,' •:1. - � I TRF69 CODE BOTANICAL NAME COMMON NAME COW CAL SIDE QTY .x•aa:•�.:;: :;_ i I+ W ifpam l De I :,�{Y.�},,,:> ,�, •-• L •='• ' - bb _,,�� \ i CM rxlreemanR'Armstrong'/Armstrong Freeman Maple Bae 3"OI. 21 Regiztratlo 2 pate;Q/12/2019 O \o �_ .-G- __- .....�.r_--..__ ___I--.___..__1 ---_- -•�- ----/ + 4� ;:: -- I This,, lwbl rF not valid-hea amargned In him At Ink.if e,wrnaa usfsrawetzl dmpy°I + �._';' ;; _ - y?';= u-q-q- q--°-°--P-°�Fa- - NB ehls occ den Its common this gne / mman HacNb ry e I tat ,,•; er _ SS tee.MI-ts wal n reques q•,4�`':':+�I;:-��. _ Sambatek.Mlnnalanka,IM BAR 3"CA ble� N ro. •yg--_.,,_,•yR-.-.-.__._yg...1 ` a/� GB Glnkg.blbba'Autumn6old'TM/Maidenha[rTree B&B 3"Cal. 19 Summary Deslgned:EAV Drawn:ClL --.� Apprgyed:EAV Book/Page; L� p�C p� p \-� 1--1---_ __ ,_,_•„_,,,_ - - ..-__ IN GWest,tdacanthm'Im➢edal'/Imperial Horsoccust R&R 3"Cal. 12 Phampa0.MMJARY initial Lme;4I12I2ir19 - ...-__..-_.._-'"''.+' +`-'.r.-'._Ti-' -____-__- ---r,•r..'...•-"le-:^T-r-=--'-•mYr-Yy_r.�_- _ ..._.Ld�I.AJC�I-V-D-L-V-Di'V- ""`_` .- .r -. _'."' :.x.:.A.mar-. _ .r,... ....-. •. --- __ `.PUBLICRIMTr--0E-WAY(6MABA�w1R � Revision History _ _ __-_---_.-__._..___....--___ _.---__......_____._._..__._._.->__-_---' -___ __-.__.__......_.._-.._-___--._._.___..._.__....>-�A.=+.•-__��:: ..__._.-_ .«_.-.__._-.�__..__._ .--.._.__. Kc Gymaadad°9dink.'rp-WJKem°nkye°R.-s. Sae 311cat 12 No.Date By Submittal/Reylslon _-LEGEND -~ - N- -LAKE ELMO,MN LANDSCAPE CODE 411212029 QTYSUBMUTAL PROPOSED EXISTING 90 Quereu5 breolor/5-.p White Oak BAR 3"Cal. 14 PROPERTrt1MIY a STANDARD DUTY f CURB a GUTTER ---- =--.-•-= ASPHALT PAVING MITIGATION FROM TREE PRESERVATION PLAN EASEMENT ------ "'---- REQUIRED 11 Oue ,mburawarel'Long'/Regal Prrnre Oak RIP iCel 15 !_illld L HEAW DUTY COMMON TREES(46"@ 3"TREES) 15 TREES + BUILDING ASPHALT PAVING d CONIFER TREES(149"&6'TREES) 50 TREES RETAINING WALL 000000030 HARDWOOD TREES(129"@ 3"TREES) 43 TREES BL TIIIa amedca°a'Bonleyard'/B..I-rd w,den a&s J A B WETIAND LIMITS CONCRETE PAVING TOTAL 1087REES TREELIKE -/SIGN CONCRETE SIDEWALK SETBACKAREA LANDSCAPE REQUIREMENTS REQUIRED 0 PE Uuz amlm 1N 'Pdnoetme/Ad-Elm B&a S"Cal. 16 -� PIPE BGLUSRD ® STREET FRONTAGE(1100 FT/50=22 TREESfl2.5") NUMBEROFPAn KING ARCHITECTURAL Sheet Title STA0.5 PER RDW (22 X 2.5'°55•@ 3"TREES) 18 7R EE5 CONCRETE DISTU REED AREA(17 ACRES X5=85 TREES@2.5") CONIFERS CODE BOTANICALMIYE/COMMON NAME CONT CAL SIZE CITY LANDSCAPE KEYNar[ ® 85 2 S'.= L,A.213'@ 3"TREES) 71 TREES TOTAL 89 TREES NS Na ables/Nonaaygpruce B a B 6• iB �NL PLAN CHAIN NNK FENCE -°-o- PROPOSED PLANTINGS REQUIRED PROPOSED PERCENTAGE AP Plnus 1gra/Auddan Black Fine Ban a' 15 DECORATIVE OVER5TORYTREE$ 1257REE5 74% '1' WOODEN FENCE -O-°- CON IFEROUSTREES 44 TREES 26% AIR CONDITIONING ORNAMENTAL TREES' 15 TREES 0 wP PI....robin/wbho Flne BAR e' n UNIT TOTAL 297 TREES 169 TREES NON-STEEL EDGER ------ SHRUBSANDPERENNIALS 1,449LINITS ORN.TRFES CODE ROTAMCAL NAME/COMMON NAME COW CAL 5DE CITY Sheet No. Revision "DOES NOT COUNT TOWARDS REPLACEMENT TREE TOTALS. SO Arad...hie--densls'Aummn erilllance'lAatumn Brllbrma sarvkabarry BAR T'Cal 9 A Sydngarmleulata/J.,.n...Treetllac BAB 21W 5 1.01 Project No, 21654 AprAAanr9.a]Ipn.IeerrMN NAaHr9IfiA9Ak[ADIRNAISkealneSLLa.Nngay -- -- -- -- -- -- -- -- -- -- - --�--- ^- -- -- -- - -- Io----o---�o---a—o- -r•• Y , LEGEND PROPOSED EXISTING P�Sambatek _..� �,J./ '^�- � PROPERTY iIMIT � � STANDARD DUTY EASEMENT�ER ------ ABpHALTPAVING www.sambatek,com ++ C5 ° ❑ I,t a 11i' �-- ASPHALTPAVING u 12800Wh1 wa#eFOrvo SUIte300 ,-� .> s- .- .. .•srf7,.. BUILDING ---= HEAVY DUTY lMinnetonka,MN 55343 I )/5 p ��•`+u _- _.-..._._� _ �`-•-"�� ___ __Pk._._._._..y ._ � RETAINING WALL oa00000t� 783A76.80101elephanD Q+ I4 i„ - •�• WETLAND LIMITS --R.—._. CONCRETE PAVING _I. -.__. __. _ -_. ____- _�.__I..__.__.___E.-.._.__ f_ TREELINE 763.476.8532falsimia OI �' r - r.rr,r',.'=..'i.i. - •r •I SIGN CONCREFE SIDEWALK EMInaellR9 I Surveying I PiennlnA I Envlranmenlal I I Y ♦ OL{;�r� +rp it r«+a.++,., .++ 0�,'I�.ia.'{ : + + a.+ "•i+ si NU BOLLARD Q I K ck❑p / y rye's° +rr-: a�r� ��/t�9`' kl ° r+•}+++.+r=;' (�� NUMBER OF PARKING ARCHITECTURAL �❑ ❑�- � 7pj p� tau +{ Q °p O� QGI•Qt STALLS PER ROW xK CONCRETEEM Client 1 I ( A KEYNOTE x% CONTINENTAL ' �•++A+hF;+ B�® f'I}r �B� E +C +♦v+** �OE DETAIL 0 a' +:{I CHAIN LINK FENCE —o—o— 483 FUND LLC +++a + LDG -fB i{ 1+F+ { {i ++ DECORATIVE �`r"i +#}+ -BLDG _ + a• +P+ + DIG O WOODEN FENCE # + O _•,.+r. AIA CONDITIONING13W134 N8675 EXECUTIVE PARKWAY FFE=1004.85 a"++ ''''"" UNIT MENOMONEE FALLS,WI53051 FE=1Q06,65 x FFE=1006.35 ;+;'`'",;+: FE-100 �a GFE=1006.02 Q ,+t+{ + i+++++ GFE-100V.5L NON STEEL EDGER ----- (J ('moo _ _ S + .-A+" +++ .. + ZD Q G +a{r!31 '.},+�-'" ; ❑ .a�.. Project PLANT SCHEDULE SHRUBS WEST �O• - §+ y�y�o 'i',ri!p +'+laa+ •++++', * r++ ++ I+i +' {+++a +r +`i 4.R+#* ^Ir}+y,� ++�ati+ + r a+ SHPUBS CODE 90TANICAL NAME/COMMON NAME fANf aTY `o: �74❑ � �:.,. , �- •�. a ��,#{{ ,-, +�+ , .. S . SPRINGS AT J'* +La++y 1• {,� ':I-«, a' }-.{a+ � *+ . „ ++'.♦ +{ti P ` -)�+ CO Garnn$seNtea'Alleman's Compact'l Owark Red Twig Dogwood $Sol 1BB p LAKE ELMO r+. I +� ���{ �`� � tl ❑ + +*' . 4 ,.II O� ° F+ Oa ? «a`t--{-+�IO p* ❑ li *{- ° a r4+}�; CE EuonYmus aI tuz'camW etus ICompact Burning Bush y —+ O Cl S 8 el 55 r I I J +•O t+ " �, +A.«il , ! i--,, a +'I �y'* c LH Hydrangea Panlalam Tane'l Dttle ume Hydrangea Sgal 97 620E ;++i r +# B20E F{}t+ +{, + +{+ 1 81 Junrperus sahina'Broadmaor'/Broed—or Juniper Szol 31 1 BLDG 6B =�� BLDG B r O MK SyHngapatula'MlssKln/MIss Kim Ulec Spl 16 Location I`2 ;a{I{ ++i�o F =1006, o ,{ # {'E+# F =1oa4. Q }: '{ LAKE ELMO O Thup ccddemalls'Holmsvup'/Holmnrup Cedar IONA 210 1 — -I - - -- -- ---� F =1005. 7 ++ F =1004.27 HA - = MINNESOTA TA Thu la ocddemalis'r.6 Tech Arb-At• 06"' 8 + '+-•, + 9955 HUDSON BOULEVARD NORTH + gtltl { .r ❑ O GRASSES CODE BOTANICAL NAME COMMON NAME OONF or 13 04YI (]_ I A • a t°+a+, rr {+a t a KFG Calamagrosllsxacutlllora'Karl Feemz r'/Fether Reed Grass 2Rd. 161 g------i.__ _.._4----A'' S 4�R -+ a —4 I K _ 5 --E +----+---- 4- �- —/ '- _ COPE BOTANICAL NAME/COMMON NAME CONT CITY ,S ++:+ai t r+ i+� r ay-'+*+�+i r. ` .QO ///���_,_,_ FUR) Hamaroallls x'RosY Returni IDaYIfIY 1gd Be 1pJ '� �� PERENNIALS o .� - _ Certification q- LUJ"' LRS Parovsklaatrlpllclfolla'ULUeSplre TM/LItUeSplre RussfanSge 1ga1 128 thereby certify that this survey,plan or report was - * - -:ty i� eparedbymearunder my direct supervision (•� /� andthadby.duly "rand LANDSCAPE I1 '' �' ':� C > _ - �` � >F •^ - � !,- i ;�- �•^s�.�:-• a`•, `:::5.*'%y`.t r� - may+ -` #+a+.� ++ >� � ARCHITTCf under the laws ofthe5tateol f '♦P +{�+ a a-' + ,�+ � r .Zn { j* .*+�+ a Q� LLi; -+1 i++ j�'} +a♦'-1'+'+' + "F`�� r ._ +S Minnesota. I A ltf-�J r; U`lJ +++ m' + i o❑o, -_a �f.+ ++--; �y 4 •Osyoop • .,y::+ 6c�+,'i "a O ❑ c;i^ =` ❑. ``T:+�°+�air%+i!' Wit L De a II° it + A, A+II Q ❑. . I { 4++�}+ I I I `-+«++t++•+,i« I f.,-,F+{_ Q F-rk'*i{11 - f'•-:V 4+#*++++ir}'++ _ nk Itt aallo a uoZ�T�Ie�pBhntvaldewecs ae[d fn blue + be,comactustora-si,o.dro .1' thlsNeywhlldis..liable upnefiet +}+"'++ Ba•a _ +t•}+i ❑ `�+ - -.. # �+ - Samhelak,Minnetonka,MN omce. I + 13 Summary BLDGDesinned:EAV Drawn:CJL I $ 3 K".+ n/� Approved:Fqv Book/Page: FFE=1006.20 OE a` ++ , B2- 1 Phase:PRELIMINARY Initial ISSUE:4/12/2019 }+„+ : GFE=1 05.87 —BLDG 2B {{}+ BLD :_` Revision History No.Date By Submittal/Revision +{,+*;r: + CLUBHOUSE • + 'i' Ir- f ❑ j.s 4112/2019 CITY SUBMITTAL +�+ •*a*,+tr+ t }{ , pia 1 'n FFE=1Q05.47 FFE=1005.50 o FFE=1005.00 EE= 005.14 GFE=10 -4 # r r> n 6¢e¢ ++ }.-q o o ® Sheet Title 13 {; I g$ SHRUB PLAN Ra❑a 11- --, ie•- ; WEST EST ++}+ `. • '.Yrf l - +�i}++r+ _,._..._... L.._ + ;+ ��� .tee a +, Sheet No. Revision kf I uT___.---nE _9t'- ��;, :� .t+t�,+�: ,::b+.,•.a t NORTH U 30 60 SCALE IN FEET Project No. 21654 ry.::.fclsf:sµm-u,uxiiU.n�,pnnlrClAnrSgcnoyrviltSnpNslffeSlU+u'u�vp ��.EGEND � ^a - - - San k . PROPOSED EXISTWG <` bate PROPERTYLIMIT STANDARD DUTY � I CURB&GUTTER =--- ASPHALT PAVING u www,SBITIbatak.com L11 ' EASEMENT ------ ""---- HEAW DUTY 12800 WhitlMlater Drhre,Sake 300 "' - I• - BU{LDING .L..Lr::dt-w. ASPHAL7PAVING `-Y='"-<"n`s:. "u' .` ... .' `_ • - ' T ' .-- ` -.: .___.W 1 55343 __-,__-• •... Mln tan.ks MN P _ _ ___ RETAINING WAI o00000006 -____w--- CONCRETEPAVING 783.76,WETiANDLIMlTS 102l eCpBhIm010 TREELINE 763.4763 ea1 B w _ SIGN -� C014CRETESIDEWALK .;..;a*' EOg10?Bdcyl SuvByII1pIPIBfIn6101ERvIrOnmBRta1 LL .`n'.^,,,"t, _'P'ii y?'• .,i'.: _. :<- - .._µ t, T,)�>_,. '�. :.�:- PIPE BOARD O •OQ f> NUMBER OF PARKING ARCHITECTURAL r + - STALLS PER ROW CONCRETEEM �+IIeI1t L' + \ ; I' { KEYNOTE CONTINENTAL DETAIL O . .° a " •. ;*+,i .,,+, 620E CHAIN LINK FENCE 483 FUND LLC —n--o— T— L G 1 A DECORATIVE n—n— f +++ WOODEN FENCE ° DG 1 + W134 N8675 EXECUTIVE PARKWAY e °Q ++ a AIR CONDITIONING o°oa0 ,` FFE=1003,00 I uNlr MENOMONEE FALLS,Wl 53051 "+++ i FFE-1003.00 'fit{* GFE-1002.67 NON-STEEL EDGER —————— +,+ ++„ ++ ivo GFE-1002.67 $ 4 + 0 +F+ B2 E +a,+++ + ,+"1 0 q QOI ++ s l, [Q + +P + q ° F °"`' I PLANT SCHEDULE SHRUBS EAST Project n ;•�?;+. F++�.++ + ++a+++t a °i+, i .+++t+ ',� .'*:+:+:.+t'++a+: +''I'F+*b*+ •I - BLDG 9B F4i..`++++ ;r,.+ '+'"f:*. + . . . , + ; 4�,. ,'triyt+r,*i�iii° :;,. ++ .+,+ +>+r,+ ;I , SPRINGS AT i, +sP4a4 -+ + '•`+ -�-F r+ +•,+,+++*+++•+ 'd,:+ ++.+.+•^ *+ � SHRUBS CODE BOTANICAL NAME COMMON NAME OONT QTY ..S.�F .,<F .f^ wy'..'.^Yt�" :_ +_ 4`;� e;+a +-++ 5'I" F+++++ +. r,T+ +f'4 +"•Y 4T F+i ++ai,++T+,+.i+ 4P+++ *,4i+ •+*+'::+�'' •+++"'+++T"+`t''r.+"F.++ �*p' _rH+- .,.a�+ -++++I-++++ +,+,. '�i.,K••-� CD Corpus sericea'Alleman's Com act' Dwarf Red Twlg Dogwood Sgal 114 FFE-1oo3.00 +*t, ,,+ „++.++, ,,. +. LAKE ELMO 02'67 ++r 1, Rx+{* -++'++ ° 6t+ CIE Euonymusalatus'Compactus'/Comped Burning Bush 5001 16 6 ++i LH Hydrangea anlculata'Jane' Little UmeHydrangea 5 al 72 I +: ,+ B20E B2(}E i+: , P / g ,a a'< BLDG 1 A =` LDG 1 = MK a t+i t t + r ++�.• Syringe patula'Mlss Kim'/Miss Kim Lilac Sgal 17 Location ++ + + ++ FFE=1002 50 `a ,++,+; S F =aooz.5o LAKE ELMO, HA Thu a occrdentalls'Holmstru+ J p'/Holmstrup Cedar 10 gal 184 F =1002 .+. MINNESOTA cRAsses CODE BOTANICAL NAME/COMMON NAME t:oNr RTY 9955 HUDSON BOULEVARD NORTH {jy` I -�i- a+b y+`-'«+*++•=<• +F - '�O°° 00 °O gp P°°° ©� ° ° KF(i Cal amagrostlsRacu6flora'Karl Foerster'/Feather Reed Gress 2Cal. 99 F+ �a ---- - 4• --1. _ d a .4A -- -- - - - -, -- — --- I — , Certificationlryt + Iherehycerlhat Ihls survey,plan or report was + ++ F++, `,'-` +.r�°O!irt; ^• A I / l -i prepared by me°r under my diredsupe Aran • p t 0 �l7 QOS�Ly°p I `f �•� `y f �_ LD - and that I am a duly Ucensed LANDSCAPE j,I+ I --,,a•. 1� - , ARCHITECr°nderthel-,s fihe State Df Mrnrmaata, 44 aB20E -r, A -- + DG 1 �' °p a I WIIIIamLDe �`/ 1. ° Re lstmtl° 2 DaW 4 12/2019 W ,+�+� +O13 —�1 ' Thlscer9 Isn°tvalldualessyte0IA.dlnblva +f� .{i`+ T`v.'. l7— y_• Ink.if av�glcable,wntact us for a wo,ig—d ropy°f 4+*. I �'3'• FFE=1002.20 ° /D {/''�� Sam b�tuk,Mlnnetonha,MN upDn + 1 ( • I 1(y/(\.r^• ,tJ�)\p1I thk surveywhldJts arnrteble upon requestat GFE=7 001.87 (� y °° i4,4a 15l I +' �"i.it�:, - 4•• a Summary I+�'+;-L` Deslgned:FAv Drawn:�L 1713 Q9Q +++0°' ++ # Fs;i++ copproved:Env Book/page: + +�+ Phase:PRELIMINARY Initial Issue:4/12/2019 1I ' ' 6 OE .,+`+ .: __ __ __ ___._.. _—._. Recision History• + d- :,,. BLDG 14A R' No.Date By Submittal/Revision ?n�_� I -'+�: ,•+*i{ 4712f2o19 CITYSUBMITIAL FFE_1001.75 001.42 `. °°olio L' I --SOUTHEAST PARCEL DESCRIBED o PER DOC. NO. 4041879 (24) "-- + S A I 07..9-29-21 4.3-0006 7 Sheet Title \ ; 14- 9730 hIUDSON f3EVD N /` SHRUB PLAN °°O'? I --AL-WICI--GH•FL-ElR�lal��•G--..-.�__� I �---- EAST Sheet No. Revision : *.... ° NORTH D 30 60 N SCALE IN FEET Project No. 21654 �p r 1;wLa.3:14pm Ure:tllthry LY0.el[CISa1RtlGmtNa,wrc1A}16HI1•L0.YO.b.:y NOTE: 1 CONTRACTOR IFRSHALLMAINTAIN TREES IN A PLUMB P :Sambatek OSI710N7HR000HOUTTHE WARRANTY PERIOD,IF STAKING 15 REQUIRED BY SITE CONDITIONS, CONTRACTOR TO USE2 OR 3 STATUE METHOD WITH 1' wwwsambatek.com WEBBING AROUND TRUNK OF THREE(NO WIREOR CABLING TO BE USED) 12800 Wh1t8Wdter Drive,Sulte 300 WRAP TREE TRUNKSPER NOTES. Minnetonka,MN 55343 763.476.6010 telephone xD 763.476.6532tacalmlie 1f1"HAHLRWlRE CLOTH,MESH CYLINDER D'OIAOR 6HEATER N 2V HT..STAKE IN PLACE NOTE; EnglneerinA I SurvBTing I Planning I EnAronmental INSTALL TREE WITH POOT FLARE VI MILE AT TOP OF REFER TO EXTERIOR PLANTING SPECIFICATION THEM BALL REMOVE SOIL IN LEVEL MANNER FROM PREPARE SOIL FOR TOP OFMOTBALLTOEKPOSE ISTJJP'ORIARGERMAIN 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 OR DER ROOT I'ABOVEAWACENT GItADF.DO NOi ■/�INSTAcova OPOEPOOT&HlADEDWAIL PREPARE SOIL FOR -INSTALL 3"LAYER OFMULCH,DO NOT PLACE IN 6' CONTINENTAL INSTALLS•LAYER OF SHREDOEO HARODYo TAMULCH. EDGE CONDITION ON, PLAf2 NO FAutcxWmxracT WOHTREE T4uNR THE ENTIRE BED CONTACTWJ SHRUB STEM REFER a� REMOVE AURIM,TWINE,ROPE AND WIRE FROM APPLY PRE-EMERGENT HERBICIDE M HALFOFMOTBAIL OPWI EDGER,REFER TO PLAN AND SPECIFICATION 483 FUND LLC DUILD4•HIGH EARTH SAUCER BEYOND EDGE OF EDGE CONDITION VARIES „r ,. ROOT BM U. EE PLA EDGE CONDITIONVAREs v I" EDGER,REFER TO PLAN AND SPECIFICATION { T•-1 T PLACE ROOT GALL ON UNDJSTURBEDOR ?19 LOOSEN ROOTS OF CONTAINER GROWN PLANTS LOOSEN ROOTS OF CONTAINER GROWN PLANTS MPMFFD ME EXCAVATE PLANT BED MEN.4"DEEPER THAN UNDISTURBED [O .1 L scnnlwNDESOFTMEPRYRTxsvaoEarxpxo T.I- - RODTBALLHT. - PLANTING 501E W134 N8675 EXECUTIVE PARKWAY fir wecRAOE 9-. ,s^ TO BIND WITH PREPARED mIt � k. " MENOMONEE FALLS,WI53051 'a;,ys',--. T'• HANONGSOIL,REFER TOSPECIPICADONS.COMPACYTODS% � d-' ' SCARIFY SIDES AND BOTTOM OF PLANTING BED :n. SCARIFYSIVESAND BOTTOMOF PLANTING BED WITH SPADE OD FRAMING PR4"T06' OFMAX.DRYUNIEWEIGHr AEKORDINGTOAs7M VERB - WITH SPADE "Nr UNDISTURBED SUBGRADE DEEPER THAN ROOT BALL TAMP SOILAROUND ROOT BALL BASF FIRMLY WITH FOOT UNDISTURBED SUBGRADE PPETSUPE SOTHAT MOT BAU POTS NOT SHIFT TREE PLANTING DETAIL 2 SHRUB PLANTING DETAIL PERENNIAL PLANTING DETAIL Project 1/2'_1 D, }•04J P•03 SPRINGS AT -NOTES LAKE ELMO GENERAL,NOTES: 17. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIORTO PLANNED 1. THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTING DELIVERY.THE CONTRACTOR SHAG 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 54ALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE IB,SEASONS/TIMF OF PLANTING AND SEEDING:NOTE:THE CONTRACTOR MAY ELECTTO PLANT IN ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUL OFFSEASUNS ENTIRELVAT HIS/HER RISK DECIDUOUS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, is.1. POTTED PLANTS: 4/1-6/1;9/21-1111 REGULATIONS,AND PERMITS GOVERNING THE WORK. 19.2, DECIDUOUS f1B: 4/1-6/1;9/21-11/1 4. INE CONTRACTOR SHALL PROTECT EXISTIMG ROADS,CURBS/GUTFERS,TRAILS,TREES,LAWN SAND JI EV9rGREENPOTTEDPLANTS: 4/2-6/1;9/21-11/1 Location SITE ELEMENTS DURING CONSTRUCTDN.DAMAGE TO SAME SHALL BE REPAIRED AND/OR 19.4. EVERGREEN BI 411.5/1;8/21-1111 LAKE ELMO REPLACED ATNOADDITIONAL COSTTO THE OWNER. 19.5. TURF/LAWN SEEDING; 411.6/1;7/20-9/20 S. LOCATE AND VERIFY ALL UTILITIES,INCLUDING IRRIGA710N LINES,WITH THE OWN ER FOR 19.6. NATIVE MIX SEEDING: 4/15-7/2019/20-1012D PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL 46 HOURS BEFORE DIGGING.CONTRACTOR 19.MAIN 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 UN71LTHE INSTALLATION OF THE 3 THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION, PLANTS IS COMPLETE,INSPECTION HAS BEEN MADE,AND PLANTINGS ARE ACCEPTED EXCLUSIVE 6. THE LANDSCAPE COAT RACTORSHALLCODRDINATE THE PHASESOFCONSTRUCFIONAND OFTHE GUARANTEE.MAINTENANCE SHALL INCLUDE WATERING,CULTIVATING,MULCHING, 9955 HUDSON BOULEVARD NORTH PLANTING INSTALLATION WITH O CO TRACTORS WORKING ON SITE, REMOVAL OF DEAD MATERIALS,RE-SETTING PLANTS TEL PROPER GRADE AND KEEPING PLANTS IN 7. THE CONTRACTOR SHALL REVIEW THESITE FOR DEFICIENCIES SITE CONDITIONS WHICH MIGHT APLUMBPOSITION.AFTER ACCEPTANCE,THE OWNER SHALL ASSUME MAINTENANCE MEGATIVELVAFFFCT PLANT ESTABLISFIV 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 OFWORK. 20.ANY PLANT MATERIAL WHICH DIES,TURNS BROWN,OR DEFOLIATES(PRIOR TO TOTAL a, THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. ACCEPTANCE OF THE WORKI SWILL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH QUANTITIES SHOWN IN 7HE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. MATERIAL OF TILE SAME SPECI ES,QUANTITY,AND SIZE AND MEETING ALL LANDSCAPE LEGEND CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. SPECIFICATIONS, 9. THESPECIFICATIONSTAKEPRECEDENCEOVERTHEPLANTINGNOTESAN0GENERALNOTES. 21.WATER]RIM MAI RETAIN A WATERI RIG SCHEDULE WHICH WI LL TH 0 ROUGH LY WATER ALL PLANTS Certification 1 10.EXISTING TREES AND SHRUBS TO REM Al SHALL BE PROTECrED TO THE DRIP LINE FROM ALL ONCE WEEK.IN EXTREM ELY HOT,DRY WEATHER,WATER MORE OFTEN AS REQUIRED BY 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 V O.C.MAXIMUM SPACING. 70 WATERING TO DETERMINE NEED.CONTRACTOR SHALL MAKE THE NECESSARY I hereby oertlfythat this survey,planar report was 11. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED. ARRANGEMENTS FOR WATER. prepared by me or under my dl-I sup-hroa 12. CONTRACTOR SHALL REQUEST IN WRITING,A FINAL ACCEPTANCE INSPECTION. 22.WEED PRE-EMERGENTTREATMENTS SHALL RE SPREAD IN ALL LANDSCAPE BEDS andlhatl aura duly UU dLANDSCAPE ARCHITECT udder the lairs of the State of PLANTING NOTES: TURF NOTES: 1. No PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN TURF ESTABLISHMENTSHALL BEACODMPLISHED IN ACCORDANCE WITH THE PROVISIONS OFTHE COMPLETED IN THE IMMEDIATE AREA. MWDOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW: 2. A GRANULAR PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDS ATTFIE 1. ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 6"OF TOPSOIL PRIOR TO INSTALLING SOD. MANUFACTURERS RECOMMENDED RATE PRIOR TO PLANT INSTALLATION. TOPSOIL SHALL BE FREE OF TREE ROOTS,STUMPS,BUILDING MATERIAL AND TRASH,AND SHALL William LDea 3. ALL PLANTING STOCK 5HALL CONFORM TO THE"AMERICAN STANDARD FOR NURSERY STOCK,° BE FREE OF STONES LARGER THAN I Y'INCHFS IN ANY DIMENSION. ReBlstratla 2 Date:4/12/2019 ANSI-Z60,LATESTEDITION,OFTHEAMERICAN ASSOCIATION OF NURSERYMEN,INC.AND SHALL 2, WHERE SOUABUTS PAVED SURFACES,FINISHED GRADE OF SOD/SEEDSHALL BEHELD I"BELOW CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. SURFACE ELEVATION OFTRAIL,51.4,CURB,ETC. ThHcer(1� is not valid unless wetsyned In We 4. OVERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN VADOVE PAVED SURFACES. 3. SOD SHALL BE LAID PARALLELTOTHE DONTOURSAND SHALL HAVE STAGGERED JOINT&ON 14.I1., IuNe,comanw fora wetslgre copy of S. ALL PLANTS MUST BE HEALTHY,VIGOROUS MATERIAL FREE OF PESTS AND DISEASE AND BE SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES,SOD SHALL BE STAKED SECURELY. thrssurveywhTch lsa Ibbloupon request at CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED INTHE LANDSCAPE LEGEND. 4. TURF ON ALLOTHER AREAS DISTURBED BY OONSTRUCTION SHALLSE RESTORED BY SEEDING, Sambatek NHrratanle,MN onrce. 6. PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS. MULCHING AND FERTILIZING.SEED MIXTURE NO.25-151 WILL BE PLACED ATTHE RATE OF 120 7. ALL TREE S MUSTIFE STRAIGHT TRUNKED AND FUEL HEADED AND MEETALL REQUIREMENTS POUNDS PERACRE. Summary SPECIFIED. S. ALL DISTURBED AREASTO BETURFSEEDED,ARETO RECEIVE 6"TOP SOIL,SEED,MULCH,AND B. THELANDSCAPE ARCHITECT RESERVES THE RIGHTTO REJECT ANY PLANTS WHICH ARE DEEMED WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED.FOR SLOPES STEEPER THAN 3:1 ORIN Designed:PAY Drawn:CAL UNSATISFACTORY BEFORE,DURING,OR AFTER INSTALLATION. DRAINAGE SWALES INSTALL EROSIDN CONTROL BLANKET. Approved;EAV "/page; e. 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 WIL,SEED,MULCH, Phase:PRELIMINARY Initial ISSUe: 11 D19 THE LANDSCAPE ARCHITECT, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED.FOR SLOPES STEEPER THAN 3:1 OR ,E, R 10. ALLPCONTRATMATERILL ERESPQUANT NSJiILEIES FOR OF BEDS AND!LOCATIONS SHOWN ARE APPROXIMATE. IN DRAINAGE SWALIES INSTALL EROSION CONTROL BLANKET. ReVISIOn History CONTRACTOR 5HALL BE RESPOry61BLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS A7 SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE.THE No.Date By Submittal/RelYislon LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLAINT MATERIALS PRIOR Y GENERAL TREE SPECIFICATIONS: TO INSTALLATION. ALLSTREETANDPAKKINGLOT TIFFS 5HALL E LIMBED UPTO THE FOLLOWING HEIGHTS; 4/12f2019 CI7YSUBMI7TAL 11. ALL PEANTING AREAS MUST BE COMPLETELYMULCHED.AS SPECIFIED. 1.1. 1"CAL.TREES:LOWESTBRANCII6'HT. 12. MULCH:SHREDDED HARDWOOD MULCH,COLOR:DARK CHOCOLATE BROWN,CLEAN AND FREE OF 1.2, 3"CALLREES:LOWEST BRANCH 7'HT. NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL,IN ALL MASS PLANTING BEDS AND FOR TREES,UNLESS INDICATED AS ROCK MULCH ONDRAWINGf,SUBMITSAMPLETO LANDSCAPE 2. TREE CANOPY WIDTH SHALL BE RELATIVE TO HEIGHT/CALIPER OF TREE AND TYPE OF TREE ARCHITECTPRIORTODELIVERYON•SITEFORAPPROVAL.DELIVER MULCH ON DAYOF 2.1. 1"CALIPERJ6•B'HT:3-4'WIDTH MIN. INSTALLATION.USE 3"FOR SHRUB BEDS,TREE RINGS,AND 3`FOR PERENNIAL/GROUND COVER 2.2• 2"CAUPERJI2-14'HT:4•S'WIDTH M IN. BEDS,UNLESS OTHERWISE DIRECTED. 2.3. 3"CAUPER/14-36'HI 6-7'WIDTH MIN. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHESAND PLANTING SOIL QUANTITIESTO 3. CANOPYTREES SHALL NOT HAVE CO-DOMINATE LEADERS IN LOWER HALFOFTREE CROWN. COMPLETE THE WORK 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. TREESSHALL NOTBE TIPPED PRUNED, ANDFOR EVERGREENS MOVED AWIME.APPLYAS PERMANUFACTUR€R'S INSTRUCTION.ALL 6. TREES SHALL BE FREE OF PHYSICAL DAMAGE FROM SHIPPING AND HANDLING.DAMAGEDTREES EVERGREENS SHAD BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY SHALL BE REJECTED. PERIOD. 7. SUMMER DUG TREES SHALL HAVE ROOTBALL SIZE INCREASED BY 20% 15, WRAP ALL SMOOTH-BARKED DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO DECEM BER I AND S. TREES WHICH EXCEED RECOMMENDED CALIPER TO HEIGHT RELATIONSHIP SHALL BE REIECTED. 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 SHALL 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 COVERS•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 AI►1® VIGOROUS PLANT GROWTH.IT SHALL COMPLY WITH MNDCT SPECIFICATION 3077 TYPES IRRIGATION PER WEEK. N GE AND SELECTTOPSOIL.MIXTURE SHALL BE FREE FROM HAROPACK SUBSOIL,STONES, S. ALL PLANT PDSTORELEIVE GRIP LINE IRRIGATION,WI7IJA MINIMUM DESIGN OF•25" �^' CHEMICALS,NOXIOUSWEEDS,ETC.SOIL MIXTURE SHALL HAVE APH BETWEEN 8.1 AND 7.5 ARIGATITBE STORE DETAILS AND 1U-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD.IN PLANTING BEDS 4, IRRIGA I0N PE OIEEK. A707AL OF4gUICK COUPLERSAT THE CORNER50FTHEPROpER'rY, INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED IN A 9"LAYER AND A CONTRACTOR KSOURCEPIPE IS PROVIDED BY MECHANICAL ROTO-TILLING 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. ELFOe R 15. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT EACH EXCAVATED TREE AND SHRUB PIT Sheet N@VISIOn WILL PERCOLATE PRIOR TO INSTALLING PLANTING MEDIUM AND PLANTS,TIRE CONTRACTOR SHALL FILL THE BOTTOM OF SELECTED HOLES WITH SIX INCHES OF WATER AND CONFIRM THAT THIS WATER WILL PERCOLATEPVC DRAIN RAVELS SUMP SHALL BE ERIOD.IFTHE INSTALLED ATALED OR WEN PLANTINES G ■ i!® NDTORA1N PROPERLY,APVt DRAIN OR GRAVEL SUMPSHALL BE IN57ACLEO OR TILEPLANTING Lpi�T®, SHALL BE RELOCATED IF DIRECTED BY THE LANDSCAPE ARCHITECT. 16, ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS(APRIL I- NOVEMBER 1),UNLESS OTHERWISE SPECIFIED.THE GUARANTEE SHALL COVERTI E FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. Project No. 21654 1p,Li Rata.9Yap,,.,,,.,�p,rvlyeRo1FCIN1659Knnl vIRSM1w,aytL6r4LI4NIDAYA I \� Samb&k vrwlN,sembr]tek.coln 12800 Whitewall Drive,Sefte 300 Minnetonka,MN 65343 on 783.47280111tiaoG mll9 NORTH Ens ie bg I Sunti I Planning I Endranlnontal (50 lza Client S r i ALE IN FEET CONTINENTAL --- ' �J _--I jl j I—' - 483 FUND, LLC T17J /— — I � � i � �' I 1 ®SURVEY N07ES (198 system).With annlhanad hearing County f South 00 degre ryst•m, NAnutesia,sundtl•Wehathe east line edbeof the Southwest quarter of I f �/ / �J I / r Il Southeast Roarer.orlon 90.TownsnlP 9Ranpe 2lwest quarter of the Project TREE INVENTORY SPRINGS pP�� �/•y�C TAG NO. DIA. SPECIES P•�I N V V AT I 1 l I + // // ✓r \ / l awl L:(C') SPruce-colored*{Pisa,pungens)_ L / /✓' �'� �� \\ / t 35g2 3o'(Cy Spmce-Colvrado{Pl.eapungens) LAKE ELMO / y —^ \ 1 35a3 3S'7" Colorado Plcea ungens /.J-r_ T rl( 1 I �r / 350E 11') Sp. - 1 P ) ( I Spmce-Coorado IPIcea Pungens) � — I 3505 35'(10') Spruce-Colorado IPIcea pungens) �[ \ / / — \ \✓ / / \ \\\~ \ 1 f 1 , 1 '�S� 1 3505 35'19"1 Spruce-Colorado IPIcea Pungens) II II ♦/ / / _ —\ \ / / r— ` \ \ \ I I J /J / / I 1 f /r I 39a7 47ia 1 spruce-tblono.IPIcea PunBem) (— 39a8 40'12" ce•Colo.ad*Plcea ( 1 9pru 1 pungens) \ I 1 pungens)35a9 3g I9.1 Spruce-Colorado pieta ! IOIe I Y \ \� / / —— —_ \ ,1/ // \ \ 1 / 1 // / /I / / // / / / 1 35111 3S'la•1 SPruce-Colorado IPIcea punters) 35e1 35'{9•( Spruce-Colorado Panels Location 3512 is lVry SPruce-Colorado(Plceapungem) 3513 3C10") Spruce-Colorado Plcpungn) 9955 H U DSON 35'19"I Spruce-Colorado(Pceapungens) 35E ga1 515 39CIVI Sprua•Colarado Plceapungei 3516 3T(91 1 Spruce-Colorado IPlceapungenns) B LV D o N. lI 1 I i ./ // / \\ \ \ \ \ 1 1 r \ \f \ I / /Y-+••OP6—.—..— I r I f `1I1I I t11`1 II+ I IiI, —�/ /'�,— ` ✓ / ^f r�• ♦ \\ \\\` \ \ 11 —.�-,, ♦/l / 1\\\\\\\\\\l 5\\\\\\\1 1} I IIr I1 /I /I / r/—/--8�--9-9J \ Y—JrJ1(1 J!I r/1r 3517 29(rl SpmeCO—clo{Plce pun8nl 51E 4n7 UA(E ELr0rN (1 Spruce-Colorado IPIcPn 30 4110 9Pr Col Pic ange agasl 352141 26"; ` 3522 49(9•I SPruu-Colorado(Plcea Pungens) R//), (n) prate- I Pungens)-99x— 352E 40'(10") So..-Colorado IPIcea Pungens) 825 35'(7" 6Pruce-Colaradv Plcea! ,� 3S95 32'7" 5 Clorado Plcea1 1 I / _ ( i p.- i PunnillI I I r r r I r I J r 1 / ' ``�- ' I r s \ \ / I I I I r / / /I 3527 3E'a' S Col*redo Plcea Certification .4• il'— �5m2� � I~ ) 357E 35'(8"1 SPruce-Colorado IPlceapungens) I y 1 r �„,—, — \ ~\ \ 1\ I I 1 r / / I ] �• ) 3529 45'(I0'I 5 Colorado I lcea p7 - \ _ / I fff 1 1 I I , I /� 1 r r J / / 90 .� // ( 1 P��- I Wgens/r ^ z \ T 3530 45'IY s Col*red* Plcea I I I II vJ/f I . ♦ , , `�- I !r J// J J I III J r !1 J / �'� SpNce-Colorado(Plcenpangensl Ir e 1 p I penti ~' `.+1 \?\/f} ti�—�\ `X\♦\ �! �rrJ I ! 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I I I I I J / ,' /' / I 3542 12 Ash-Oracn(Praglnus Ash- 'Green(rraxlnur Summary pennsylaarl �I 3s43 xt Designed: Drawn:lcc � xS Oak.WhEe(quats—nea) 1 Il / / \ \\ `��r Appeoved:to (3aok/Molar. �Illllll�fgll r lY \I r / i \ r= to r / I I I I a 1 I 3545 25 Oak-While(quercus albaj I l ! 27 oak-wnga(que2us afbaj Phase: initial ISSOe'01f09J19 1 1 asa7 xx r>ak.whR*Iqucr< al6a] IIIII j I 1p r°"a� "� Ems .r1� I I I I I Il I 1 354E x8 P.9ysle-Silver{ace acharinum) Revision History I J Ill) Et� ly \ --\_�\ /��,i•rEmz l I'n s I I I yyll I I 1 I I J I\ 3549 bl fd�le-SllverlacersaahaMum) NO.Date By Submittal/Revision Jill Ill) ) W 11 I J J 1 I J — ---./ •s0o1� G is g ' 7 I I I I I / \ 3550 12 Aspen-BlIl 01(Populus 1 1 , \, ,` 1 f grondldensata) Ill rill J J / I , / / \\\` ✓—'- �~1 t + ' I I I 1 I I J 1 3551 12 Aspen, III 1,011(Populus � �1�—f,7-� �� ! { 17-7{J 1 Il I rl l Ill b I r I I I / ! �y \��� ,IOd// �'.' I I I I 1 \ \ 1 Aspen-01t.t.) 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STORAGE 11'-4•CLG 10'-0'CLG YOGA/WARM UP MULTI-PURPOSE 14'-O"CLG L---------J MEP 10'•0•CLG MEWS 8'-6'CLG WOMENS 6'-6"CLG JANITOR O - - ® FITNESS El CENTER FILES/IT 1310-CLG ❑ 10'-0"CLG I / 24-HR ENTRY 10'-0•CLG CONFERENCE ROOM 10'-0'CLG OFFICE OFFICE 10'-0"CLG 10'•0"CLG VESTIBULE 25'•0"CLG � t9 Clubhouse Floor Plan CLUBHOUSE FLOOR PLAN SCALE: 3/32"=I'0" •�". cqNTINENTAL YQU ARE HERE PROPERTIES Station #1 Amh- Station #2 3510 Laverne Ave. No. 4259 Jamaca Ave. No. Lake Elmo, MN 55042 Lake Elmo, MN. 55042 651-770-5006 S 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, 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 34-029-29-21-43-0003 I ADDRESS NOT ASSIGNED _- -- -- -_ I ��Sambatek P - _�J-QQ R- -I[�,_�1 __ __ __ __ __ __ __ __ __ __ __ _ www.sambatek.com °-O-°-O-O ° °-O-O °-O-O °-O-O °-O °-O-O , + I 12800 Whitewater Drive,Suite 300 o. Minnetonka,MN 55343 763.476.6010 telephone _ 763 476 8532 fats mile O o - I Engineering Surveying I Planning Environmental �� oo Q Client BZo BZOE 620E q° BZo LBO i A I CONTINENTAL LDG 46 DG DG 8 483 FUND LLC D ID a FFE=1003.00 FE=1006.65 FFE=1006.35 0 FFE=1004.85 � :., (, FFE-1003.00 0: - FE=100 . - GFE=1006.02 $ : : GFE=1004.52 4 t _ GFE=1002.67 e G 1002 67 oo W 134 N8675 EXECUTIVE PARKWAY :? 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FFE L ` + BLDG G 14A =1005.47 FFE=1 CLUBHOUSE 005 50 01.75 FFE=1005 oo SOD SCHEDULE = 005.14 FE=10 001.42 GROUND COVERS CODE BOTANICAL NAME COMMON NAME CONT CITY Certification :. +TUR HIG Turf Sod Highland Sod Sod Sod 76,939 sf herebycertify that this nder rve,planorreport was prepared i, 8 • / prepared by me under se d rect supervision b° '.; ���� '•�'• o / � O and that I am a duly y Licensed LANDSCAPE :. ARCHITECT under the laws ofthe State of Minnesota. I1 REE H .♦. ♦: LE � CODEDEv BOTANICAL NAME/COMMON NAME CONT CAL SIZE qTY William L De a 11 er xfreeman Armstr g/Armstr g Freeman p B Cal. Reg stra 2 Date:4/1/2019 CM Ac Fr Maple B& 3" 21 to 2 �Jy��J� This cere s not vald unless wet signed in blue �J ink.If apTlcabl.,contact us for a-signed mPY of 1♦« _ :.:. 'I He Celtis occidentalis/Common Hackberry B&B 3"Cal. 15 thissurvey which isavailable upon request at ' �.j�',:�; - - • 7e -o o--o--e-���--r ' __ __ _ Sambatek,Minnetonka,MN office. LM GB GinkgobilobaAutumnGoId'TM/MaidenhairTree B&B 3"Cal. 13 Summary g+ Designed:EAv Drawn.CAL Approved:EAv Book/Page: -- O - . -.. IH GledItsla tn acanthos'ImPeriaI ImPeriaIHoneYlocust B&B 3"CaI. Il Phase:PRELIMINARY IDIIIBI I68Ue:4/12/2019 p ` n ^ j FWRIABL TH _ ,- - --F Revision History KC Gymngcladusdioica•Espresso•/Kentucky Coffeetree B&B 3"Cal. 11 No.Date By Submittal/Revision LEGEND LAKE ELMO,MN LANDSCAPE CODE 4/12/2019 CITYSUBMITTAL PROPOSED EXISTING SO Quercus bicolor/Swamp White Oak B&B 3"Cal. 14 PROPERTY LIMIT STANDARD DUTY + CURB&GUTTER ASPHALT PAVING MITIGATION FROM TREE PRESERVATION PLAN REQUIRED � RP quercus roburxwareTLong•/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 BL Tilia americana•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 cane•Princeton•/American Elm B&B 3"Cal. 16 PIPOULARDO REQUIRED NU BEROFP (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 QTY LANDSCAPE KEY NOTE O (85 X 2.5"=213"@ 3"TREES) 71 TREES NS Picea abies/Norway Spruce B&B 6' 18 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 Pinusstrobus/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. 0 SB Amelanchiercanadensis'Aut...Brilliance'/Autumn Brilliance Serviceberry B&B 2"[al 9 1L Syringeretic,l,t,/Jap.....T...Lilac B&B 2"Cal 6 L1.01 Project No. 21654 nor u,zota-aa<Pm us:r:dminv�:�.aoJras�usse�cno�cnensn:a:Wssa-u-uqo awe 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