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Chanhassen Site Plan Review_Final_REDUCEDPROJECT INDEX: OWNER: UNITED PROPERTIES 3600 AMERICAN BLVD. W., SUITE 750 MINNEAPOLIS, MINNESOTA Rick McKelvey PH: 952-893-8271 EMAIL: rick.mckelvey@uproperties.com PROJECT ADDRESS: 525 WEST 78TH STREET CHANHASSEN, MINNESOTA S:13, T:116N, R23W CHANHASSEN, MINNESOTA MANAGING OFFICE: PROJECT MANAGER: Andy BrandelEMAIL: Andy.Brandel@is-grp.com PROJECT LOCATION N S W E 7900 INTERNATIONAL DRIVE INTERNATIONAL PLAZA SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.246.0699 MINNEAPOLIS / ST. PAUL OFFICE LOCATION MAP 0 SCALE IN FEET 500 1000 I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KEY PLAN LIC. NO.DATE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO.DATE Andrew T. Brandel 5/19/17 47078 B.M. ELEVATION=978.38 PRELIMIN A R Y NOT FOR C O N S T R U C T I O N ARBO R E T U M B L V D POWERS BLVDW 78TH STREETPOWERS BLVDMARKET BLVDW 78TH STREET MARKET B L V D CHANHASSEN ROADMARKET S T GREAT PLAINS BLVDSheet List Table Sheet Number Sheet TitleT1.11 TITLE SHEET T1.12 PROJECT DATA TABLES C1.11 EXISTING SITE & REMOVAL PLAN C2.11 SITE PLAN C2.12 SITE UTILITY PLAN C2.13 TRUCK CIRCULATION PLAN C3.11 SITE GRADING PLAN C4.11 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C4.12 TEMPORARY EROSION CONTROL DETAILS C4.13 STORMWATER POLLUTION & PREVENTION PLAN NOTES C4.14 STORMWATER POLLUTION & PREVENTION PLAN NOTES C4.15 STORMWATER POLLUTION & PREVENTION PLAN NOTES C5.11 SITE DETAILS C5.12 SITE DETAILS C5.13 SITE DETAILS C5.14 SITE DETAILS C5.15 STORMWATER DETAILS C5.16 STORMWATER DETAILS C6.11 SITE LIGHTING PLAN L1.11 PLANTING PLAN L1.12 PLANTING NOTES & DETAILS A-1 BASEMENT PARKING PLAN A-2 GROUND FLOOR PLAN A-3 1st-4th FLOOR PLANS A-4 5th FLOOR PLAN A-5 BUILDING ELEVATIONS A-6 BUILDING ELEVATIONS A-7 PERSPECTIVE RENDERINGS A-8 PERSPECTIVE RENDERINGS A-9 PERSPECTIVE RENDERINGS A-10 PERSPECTIVE RENDERINGS 1 of 4 ALTA/NSPS LAND TITLE SURVEY 2 of 4 ALTA/NSPS LAND TITLE SURVEY 3 of 4 ALTA/NSPS LAND TITLE SURVEY 4 of 4 ALTA/NSPS LAND TITLE SURVEY LEGEND EXISTING CITY LIMITS ACCESS CONTROL SECTION LINE QUARTER SECTION LINE RIGHT OF WAY LINE PROPERTY / LOTLINE EASEMENT LINE CULVERT WATER EDGE WETLAND BOUNDARY WETLAND / MARSH WATER FENCE LINE STORM SEWER SANITARY SEWER SANITARY SEWER FORCEMAIN CONTOUR (MAJOR) UNDERGROUND TELEPHONE OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TV GAS UNDERGROUND FIBER OPTIC CONTOUR (MINOR) DECIDUOUS TREE CONIFEROUS TREE TREE LINE MANHOLE/STRUCTURE CATCH BASIN HYDRANT CURB STOP VALVE UTILITY PEDESTAL / CABINET POWER POLE 990 989 PROPOSED CULVERT STORM SEWER SANITARY SEWER WATER OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TV GAS CONTOUR MANHOLE CATCH BASIN HYDRANT VALVE EASEMENT RIGHT OF WAY STORM SEWER (PIPE WIDTH) CONSTRUCTION PLANS FOR: 1015 LOT LINE TYPE OF CONSTRUCTION SANITARY SEWER (PIPE WIDTH) UNITED PROPERTIESVENUE CHANHASSEN, MINNESOTA ISG PROJECT # 17-20280 20280 T1-TITLE THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE CHANHASSEN MINNESOTA T1.11 - --- -- -- 17-20280 5/19/17 TITLE SHEET UNITED PROPERTIES VENUE OVERHEAD UTILITY UNDERGROUND UTILITY 6. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED AND CONDITIONED ACCORDING TO MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEEN MANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 7. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION. 8. THE LOCATION AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF THE KNOWLEDGE OF I & S GROUP, INC. (ISG). NO WARRANTY OR GUARANTEE IS IMPLIED. THE CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 9. THE CONTRACTOR IS TO CONTACT "GOPHER STATE ONE CALL" FOR UTILITY LOCATIONS, MINIMUM 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION / CONSTRUCTION (1-800-252-1166). 1. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE OWNER - CONTRACTOR AGREEMENT, THE PROJECT MANUAL (WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS AND CLARIFICATIONS ISSUED BY THE ARCHITECT/ENGINEER. 2. CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT AND COMPLETE COORDINATION OF ALL WORK. 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 4. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 5. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. SPECIFICATIONS REFERENCE ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF CHANHASSEN REQUIREMENTS AND MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2016 EDITION, AND THE STANDARD SPECIFICATIONS FOR SANITARY SEWER, STORM DRAIN AND WATERMAIN AS PROPOSED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA 2013, UNLESS DIRECTED OTHERWISE. PROJECT DATUM HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), 1996 ADJUSTMENT (NAD83(1996)) ON THE CARVER COUNTY COORDINATE SYSTEM, IN U.S. SURVEY FEET. ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL AND VERTICAL COORDINATES FOR THIS PROJECT. TOPOGRAPHIC SURVEY THIS PROJECTS TOPOGRAPHIC SURVEY CONSISTS OF DATA COLLECTED ON MARCH 2017 BY ISG, INC. PROJECT GENERAL NOTES I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KEY PLAN LIC. NO.DATE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO.DATE Andrew T. Brandel 5/19/17 47078 B.M. ELEVATION=978.38 PRELIMIN A R Y NOT FOR C O N S T R U C T I O N 20280 T1-TITLE THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE CHANHASSEN MINNESOTA T1.12 - JMF RJA ATB 17-20280 5/19/17 PROJECT DATA TABLES UNITED PROPERTIES VENUE ZONING & SETBACK DATA: ZONED: CBD CENTRAL BUSINESS DISTRICT BUILDING SETBACK FRONT 0' SIDE 0' REAR 0' PARKING SETBACK FRONT 0' SIDE 0' REAR 0' PARKING DATA: PROVIDED NORTH LOT: H.C. STALLS = 4 COMPACT STALLS = 0 STANDARD STALLS = 89 TOTAL STALLS = 92 SOUTH LOT: H.C. STALLS = 6 COMPACT STALLS = 19 STANDARD STALLS = 111 TOTAL STALLS = 136 ENCLOSED AREA: H.C. STALLS = 3 COMPACT STALLS = 26 STANDARD STALLS = 105 TOTAL STALLS = 134 ZONING CODE: 1.STANDARD STALL SIZE IS 9'x18' 2.COMPACT STALL SIZE IS 7.5'x16' 3.BUSINESS DISTRICT DRIVE AISLE WIDTH IS 26' 4.UP TO 25% OF THE TOTAL NUMBER OF REQUIRED SPACES CAN BE COMPACT STALLS PARKING CODE: 1.STUDIO AND ONE-BEDROOM = 1.5 STALLS PER UNIT WITH 1 STALL BEING ENCLOSED *69 UNITS = 104 STALLS WITH 69 STALLS BEING ENCLOSED 2.TWO-BEDROOM AND LARGER = 2 STALLS PER UNIT WITH 1 STALL BEING ENCLOSED *65 UNITS = 130 STALLS WITH 65 STALLS BEING ENCLOSED 3.RETAIL STORE = 1 STALL PER 200 SF GFA *ALDI GFA 18,800 SF = 94 STALLS 4.GUEST PARKING = 0.25 STALLS PER UNIT *134 UNITS = 34 STALLS REQUIRED/ALLOWED RETAIL: H.C. STALLS = 4 COMPACT STALLS = 24 STANDARD STALLS = 90 TOTAL STALLS = 94 RESIDENTIAL: H.C. STALLS = 7 COMPACT STALLS = 51 ENCLOSED STALLS = 134 STANDARD STALLS = 127 TOTAL STALLS = 268 ** AN ADDITIONAL 39 PARKING STALLS ARE AVAILABLE IN FRONT OF COUNTRY INN & SUITES THROUGH A SHARED PARKING AGREEMENT. **THESE STALLS ARE NOT CURRENTLY COUNTED TOWARD PROVIDED PARKING CALCULATIONS. TOTAL PROVIDED STALLS = 362 TOTAL REQUIRED STALLS = 362 HAZARDOUS MATERIALS: PROPOSED SITE USE WILL NOT INCLUDE THE USE OR STORAGE OF HAZARDOUS MATERIALS. BUILDING AREAS:SITE AREAS: PARCEL AREA = 4.022 ac. (175181.99 sf) TOTAL IMPERVIOUS AREA = 90.9% (3.660 ac) BUILDING AREA =26.4% (1.065 ac) PARKING AREA =50.8% (2.045 ac) EMPLOYEES ON SITE = 14 BUILDING HEIGHTS: TOTAL NUMBER OF RESIDENTIAL STORIES = 5 HEIGHT OF RESIDENTIAL BUILDING = 77'-4" TOTAL NUMBER OF COMMERCIAL STORIES = 1 HEIGHT OF COMMERCIAL BUILDING = 16'-2" MANHOLERIM=974.15INVERT=RIM=957.37SANITARY MANHOLEINVERT=SANITARY MANHOLERIM=961.75INVERT=950.30 tnhtnhSANITARY MANHOLERIM=974.70INVERT=GGVACGMACACACGMGMACPIVPIVBenchRIM=975.83MANHOLEINVERT=TRANSGMGMGMUtility HandholeINP. SIGNALgpgpgpgpPIVSANITARY MANHOLERIM=959.26INVERT=947.07 CATCH BASINR= 971.75 I= 967.97 (15") CATCH BASIN R= 972.79 I= 969.99 (12") CATCH BASINR= 956.76 I (N)= 951.41 (21") I (E)= 951.14 (24") I (S)= 952.87 (24") I (W)= 951.04 (24") CATCH BASIN R= 973.85 I (N)= 968.97 (12") I (S)= 969.10 (12") CATCH BASIN R= 956.06 I (E)= 951.90 (15") I (S)= 951.79 (21") CATCH BASINR= 956.78 I (N)= 952.09 (15") I (W)= 951.99 (15") CATCH BASINR= 961.80 I= 957.03 (15") CATCH BASINR= 966.54 I (N)= 960.69 (15") I (S)= 960.67 (15") CATCH BASIN R= 962.42 I= 958.75 (12") CATCH BASIN R= 961.78 I (N)= 956.63 (15") I (W)= 957.96 (10") I (W)= 958.22 (12") I (S)= 956.58(15") CATCH BASIN R= 955.09 I (N)= 950.28 (15") I (W)= 950.05 (24") I (S)= 950.10 (24") CATCH BASIN R= 955.32 I (E)= 950.42 (24") I (N)= 950.21 (24") CATCH BASINR= 955.46 I (N)= 950.80 (12") I (E)= 950.73 (24") I (W)= 950.47 (24") CATCH BASIN R= 956.86 I= 952.50 (21") CATCH BASIN R= 955.25 I= 951.44 (12") CATCH BASIN R= 956.17 I (N)= 952.16 (21")I (S)= 952.45 (21") CATCH BASIN R= 956.09 I (N)= 951.92 (21") I (E)= 950.80 (24") I (W)= 950.74 (24") CATCH BASIN R= 961.76 I (N)= 954.82 (15") I (E)= 954.50 (15") I (S)= 954.54 (15") CATCH BASIN R= 968.64I= 966.64 (12")WEST 78TH STREETMARKET ST.0 SCALE IN FEET 30 60 REMOVAL LEGEND SYMBOL DESCRIPTION REMOVE BITUMINOUS PAVEMENT REMOVE CONCRETE PAVEMENT REMOVE CONCRETE SIDEWALK REMOVE GRAVEL SURFACE DEMOLISH BUILDING CLEAR & GRUB TREES & UNDERBRUSH REMOVE DECIDUOUS TREE REMOVE CONIFEROUS TREE CONTRACTOR SHALL VERIFY EXISTING PAVEMENT SECTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PAVEMENT REMOVALS SHALL INCLUDE BITUMINOUS SAWCUT & REMOVAL. EXISTING AGGREGATE BASE TO REMAIN IN PLACE AND BE RECOMPACTED AS NECESSARY. NOTE: SEE SHEET C4.11 FOR SITE EROSION CONTROL EXISTING DRAINAGE ARROW REMOVE 70 LF OF RETAINING WALL REMOVE CURB & GUTTER, TYP. REMOVE WALK, TYP. REMOVE BITUMINOUS PAVING, (HATCH) SAWCUT & REMOVE BITUMINOUS PAVING (HATCH) SAWCUT & REMOVE BITUMINOUS PAVING (HATCH) SAWCUT & REMOVE INPLACE WALK (HATCH) CLEAR & GRUB TREE, TYP. OF 4 REMOVE INPLACE BUILDING, (HATCH) SAWCUT & REMOVE BITUMINOUS PAVING (HATCH) REMOVE TREE REMOVE TREE CLEAR & GRUB TREE, TYP. OF 2 REMOVE INPLACE TRASH ENCLOSURE REMOVE INPLACE TRASH ENCLOSURE SAWCUT & REMOVE CURB & GUTTER, TYP. REMOVE PAVEMENT SECTION (HATCH) REMOVE BUILDING UTILITIES (COORDINATE W/ UTILITY COMPANIES) REMOVE BITUMINOUS PAVING, (HATCH) SAWCUT & REMOVE BITUMINOUS PAVING (HATCH) REMOVE ISLAND TREES, TYP. OF 12 REMOVE INPLACE SHED REMOVE INPLACE SIGNS, TYP. OF 4 REMOVE CURB & GUTTER REMOVE LIGHT POLE REMOVE INPLACE H.C. SIGNS REMOVE LIGHT POLE REMOVE PARKING ISLANDS, TYP. REMOVE CURB & GUTTER, TYP. REMOVE SHRUBS REMOVE SHRUBS REMOVE WALK, TYP. 20280 C1-EXIST THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE CHANHASSEN MINNESOTA EXISTING SITE & REMOVAL PLAN C1.11 - JMF RJA ATB 17-20280 5/19/17 UNITED PROPERTIES VENUE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KEY PLAN LIC. NO.DATE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO.DATE Andrew T. Brandel 5/19/17 47078 B.M. ELEVATION=978.38 PRELIMIN A R Y NOT FOR C O N S T R U C T I O N REMOVE LIGHT POLE ONLY, PROTECT BASE FOR REUSE REMOVE CATCH BASIN REMOVE & SALVAGE HYDRANT & VALVE REMOVE SIGNS, TYP. OF 3 REMOVE INPLACE CATCH BASIN REMOVE & SALVAGE HYDRANT & VALVE REMOVE SANITARY MANHOLE REMOVE 8" SANITARY PIPE REMOVE 12" STORM PIPE REMOVE CATCH BASIN REMOVE 12" STORM PIPE REMOVE & PLUG SANITARY SERVICE CLEAR & GRUB TREE C CCCCCC CCCCCCCCCCCC19 3 9 3 26 27 24 26 15 8 12 12 11 11 10 10 PROPOSED RETAIL FFE = 973.30 PROPOSED RESIDENTIAL FFE = 973.30 FFE GARAGE = 963.13 MANHOLERIM=974.15INVERT=RIM=957.37SANITARY MANHOLEINVERT=tnhSANITARY MANHOLERIM=974.70INVERT=GGVPIVPIVRIM=975.83MANHOLEINVERT=TRANSGMGMGMUtility HandholeINP. SIGNALgpgpgpgpPIVSANITARY MANHOLERIM=959.26INVERT=947.07WEST 78TH STREETMARKET ST.0 SCALE IN FEET 30 60NOTE: FURNISH & INSTALL ALL PARKING LOT STRIPING AND MARKINGS AS SHOWN 20280 C2-SITE THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE CHANHASSEN MINNESOTA SITE PLAN C2.11 - JMF RJA ATB 17-20280 5/19/17 UNITED PROPERTIES VENUE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KEY PLAN LIC. NO.DATE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO.DATE Andrew T. Brandel 5/19/17 47078 B.M. ELEVATION=978.38 PRELIMIN A R Y NOT FOR C O N S T R U C T I O N PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK REVERSE PITCH CONCRETE CURB & GUTTER 16'26'18'26'18'18'26'18'18'18'26' 18'27'18.5'18.5'25'17'23.33'8'8'8'8'26'2 6 '10.1'10.05'15.23'15.84'49.42'140.64'8'8'8'8'8'8'9'9'18' 19' 76' 18'9'9'7.5 ' 16' R4' TRASH SCREENING GATE (SEE DETAIL)18'18'26'18'18'27'9' 9' 9' 9' MONUMENT SIGN (SEE ARCH) PEDESTRIAN WALKWAY STRIPING, TYP. PEDESTRIAN WALKWAY STRIPING, TYP. PEDESTRIAN WALKWAY STRIPING, TYP. PEDESTRIAN WALKWAY STRIPING, TYP. CONSTRUCT TURN DOWN STYLE CONCRETE WALK, TYP. C CCCCCC CCCCCCCCCCCCPROPOSED RETAIL FFE = 973.30 PROPOSED RESIDENTIAL FFE = 973.30 FFE GARAGE = 963.13 MANHOLERIM=974.15INVERT=RIM=957.37SANITARY MANHOLEINVERT=tnhSANITARY MANHOLERIM=974.70INVERT=GGVPIVPIVRIM=975.83MANHOLEINVERT=TRANSGMGMGMUtility HandholeINP. SIGNALgpgpgpgpPIVSANITARY MANHOLERIM=959.26INVERT=947.07 CATCH BASINR= 971.75 I= 967.97 (15") CATCH BASINR= 956.76 I (N)= 951.41 (21") I (E)= 951.14 (24") I (S)= 952.87 (24") I (W)= 951.04 (24") CATCH BASIN R= 973.85 I (N)= 968.97 (12") I (S)= 969.10 (12") CATCH BASIN R= 956.06 I (E)= 951.90 (15") I (S)= 951.79 (21") CATCH BASINR= 956.78 I (N)= 952.09 (15") I (W)= 951.99 (15") CATCH BASINR= 961.80 I= 957.03 (15") CATCH BASINR= 966.54 I (N)= 960.69 (15") I (S)= 960.67 (15") CATCH BASIN R= 962.42 I= 958.75 (12") CATCH BASIN R= 961.78 I (N)= 956.63 (15") I (W)= 957.96 (10") I (W)= 958.22 (12") I (S)= 956.58(15") CATCH BASIN R= 955.09 I (N)= 950.28 (15") I (W)= 950.05 (24") I (S)= 950.10 (24") CATCH BASIN R= 955.32 I (E)= 950.42 (24") I (N)= 950.21 (24") CATCH BASINR= 955.46 I (N)= 950.80 (12") I (E)= 950.73 (24") I (W)= 950.47 (24") CATCH BASIN R= 955.25 I= 951.44 (12") CATCH BASIN R= 956.17 I (N)= 952.16 (21")I (S)= 952.45 (21") CATCH BASIN R= 956.09 I (N)= 951.92 (21") I (E)= 950.80 (24") I (W)= 950.74 (24") CATCH BASIN R= 961.76 I (N)= 954.82 (15") I (E)= 954.50 (15") I (S)= 954.54 (15")WEST 78TH STREETMARKET ST.A-5 R=969.00 I=962.00 A-6 R=968.88 I=966.38 A-3 R=958.09 I=953.20 A-3A R=957.59 I=953.28 A-1A R=957.49 I=952.50 A-1 R=957.77 I=952.50 A-2 R=957.20 I=953.20 A-2A R=956.97 I=953.28 P-6 P-2 P-1P-3P-4 P-5 P-7 A-7 R=972.00 I=969.20 STORM DRAIN SCHEDULE STRUCTURE NO. A-1 A-1A A-2 A-2A A-3 A-3A A-5 A-6 A-7 STRUCTURE TYPE MnDOT 4020 MnDOT 4020 MnDOT 4020 CATCH BASIN (TYPE 1) MnDOT 4020 CATCH BASIN (TYPE 1) INLINE DRAIN 3' SQUARE CATCH BASIN MnDOT 4020 STRUCTURE SIZE (In) 48 Ø 60 Ø 60 Ø 36 x 24 60 Ø 36 x 24 12 Ø 36 x 24 48 Ø STRUCTURE MATERIAL RC RC RC RC RC RC PVC RC RC CASTING NEENAH R-3067 TYPE VB NEENAH R-4730 TYPE C NEENAH R-4730 TYPE C NEENAH R-3067 TYPE VB NEENAH R-4730 TYPE C NEENAH R-3067 TYPE VB NYLOPLAST 12" STANDARD NEENAH R3210 TYPE Q NEENAH R-2750 TYPE C1 PAY HEIGHT LN FT 5.27 4.99 4.00 3.69 4.89 4.31 7.00 2.50 2.80 TOP OF CASTING ELEVATION 957.77 957.49 957.20 956.97 958.09 957.59 969.00 968.88 972.00 INVERT ELEVATION 952.50 952.50 953.20 953.28 953.20 953.28 962.00 966.38 969.20 OUTLET PIPE EX P-5 P-1 P-2 P-3 P-5 P-6 P-7 STORM DRAIN PIPE SCHEDULE PIPE NO. P-1 P-2 P-3 P-4 P-5 P-6 P-7 DRAIN FROM A-1A A-2A A-3A A-5 A-6 A-7 INLET ELEVATION 952.50 953.28 953.28 955.02 962.00 966.88 969.20 DRAIN TO A-1 A-2 A-3 A-3 OUTLET ELEVATION 952.50 953.20 953.20 953.20 957.23 962.76 969.10 PIPE SIZE (IN) 21 12 12 12 12 12 12 MATERIAL RCP HDPE HDPE PVC HDPE RCP HDPE PIPE GRADE 0.00% 0.22% 0.22% 1.11% 11.14% 10.00% 0.25% PIPE LENGTH (FT) 7 36 37 165 43 41 39 0 SCALE IN FEET 30 60 CONSTRUCT 50 LF 6" WATERMAIN F&I: SALAVAGED FIRE HYDRANT (SEE DETAIL) CONSTRUCT 25 LF 8" WATERMAIN TO WITHIN 5' OF BUILDING CONSTRUCT SANITARY SERVICE TO WITHIN 5' OF BUILDING CONSTRUCT STORMTECH UNDERGROUND SYSTEM (SEE DETAILS) 20280 C2-SITE THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE CHANHASSEN MINNESOTA SITE UTILITY PLAN C2.12 - JMF RJA ATB 17-20280 5/19/17 UNITED PROPERTIES VENUE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KEY PLAN LIC. NO.DATE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO.DATE Andrew T. Brandel 5/19/17 47078 B.M. ELEVATION=978.38 PRELIMIN A R Y NOT FOR C O N S T R U C T I O N CONNECT TO EXISTING 8" WATER MAIN REPLACE EXISTING GRATE WITH NEENAH R-2559 AND ADJUST RIM ELEVATION. R=967.47 F&I: SALVAGED FIRE HYDRANT (SEE DETAIL) EXTEND EXISTING 6" FIRE MAIN APPROX. 7' F&I: SANITARY MANHOLE TYPE MNDOT 4007C WITH MNDOT 700-7 FRAME AND 712 SELF SEAL COVER R= 961.66 I= 950.58 F&I: SANITARY MANHOLE TYPE MNDOT 4007C WITH MNDOT 700-7 FRAME AND 712 SELF SEAL COVER R= 960.70 I= 949.61 CONSTRUCT 54 LF OF 8" PVC SANITARY SEWER @1.80% EX CB EX CB SYSTEM BUILDING SYSTEM SYSTEM CONSTRUCT PRINSCO STORMWATER QUALITY UNIT (SEE DETAILS) CONNECT OUTLET PIPE TO EXISTING CATCH BASIN. ENSURE WATER TIGHT CONNECTION. I= 969.10 CONNECT P-5 TO EXISTING CATCH BASIN. ENSURE WATER TIGHT CONNECTION I= 957.23 CONNECT P-6 TO EXISTING CATCH BASIN. ENSURE WATER TIGHT CONNECTION I= 962.76 C CCCCCC CCCCCCCCCCCCPROPOSED RETAIL FFE = 973.30 PROPOSED RESIDENTIAL FFE = 973.30 FFE GARAGE = 963.13 WEST 78TH STREETMARKET ST.0 SCALE IN FEET 30 60 20280 C2-SITE THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE CHANHASSEN MINNESOTA TRUCK CIRCULATION PLAN C2.13 - JMF RJA ATB 17-20280 5/19/17 UNITED PROPERTIES VENUE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KEY PLAN LIC. NO.DATE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO.DATE Andrew T. Brandel 5/19/17 47078 B.M. ELEVATION=978.38 PRELIMIN A R Y NOT FOR C O N S T R U C T I O N VEHICLE PROFILE C CCCCCC CCCCCCCCCCCC19 3 9 3 26 27 24 26 15 8 12 12 11 11 10 10 PROPOSED RETAIL FFE = 973.30 PROPOSED RESIDENTIAL FFE = 973.30 FFE GARAGE = 963.13 GGVGMGMGMWEST 78TH STREETMARKET ST.975974 97 3 97597 5 9749749749 6 2 9609599589579579709659609579589589589599619629609 5 7 9589599619629629629709719729729739749 7 4 965970962963964966967968969971972962963963 . 7 0 962 . 9 0963.06963.13963.13963.13962.19961.46963.13 963.13 963.1396 3 . 1 3 96 1 . 9 6 96 1 . 6 0 961.14MATCH 961 . 8 2 MA T C H962.27MATCH962.69969.00 971 . 0 0 972 . 5 0 972.00972.80973.2695 7 . 5 8957.15957.76956.68970.50TW970.50TW963.31BW962.70962.5 4 963.2 0 962.7 6 96 4 . 4 4965.09965. 0 9966.9297 2 . 1 3972.41972.4 1 973.2 6 97 3 . 2 7 973.26973.25973 . 0 3 972.9 4 973.17972.4 1 973 . 0 2 963 . 6 3 963.2 8 963 . 1 3 F.F. E . 963 . 1 3 F.F. E . 973.30F.F.E.973.30961 . 6 6 960.67967.47972.00973.03962. 2 3 962.22960.77961.21961.16961.46961.69962.08962.10961.78961.91961.79961.41961.62961.51961.49961.13961.05958.11957.85958.20958.01958.54958.33958.74958.64959.27959.07959.07959.10958.93958.82959.02958.76958.57957.40957.46956.91956.80956.79956.81964.00BW0 SCALE IN FEET 30 60 NOTE: EXCAVATION WILL BE LIMITED TO UTILITY TRENCHES, FOOTING CONSTRUCTION AND UNDERGROUND STORMWATER SYSTEM CONSTRUCTION. MINIMAL GRADING AND EXCAVATION IS EXPECTED BEYOND THESE MAJOR ITEMS. 20280 C3-GRADING THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE CHANHASSEN MINNESOTA SITE GRADING PLAN C3.11 - JMF RJA ATB 17-20280 5/19/17 UNITED PROPERTIES VENUE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KEY PLAN LIC. NO.DATE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO.DATE Andrew T. Brandel 5/19/17 47078 B.M. ELEVATION=978.38 PRELIMIN A R Y NOT FOR C O N S T R U C T I O N GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB SPOT ELEVATION SURFACE GRADE / DIRECTION GENERAL GRADING NOTES EXCAVATED MATERIAL SHALL BE COMPACTED TO 100% PROCTOR DENSITY FOR THE UPPER 3', AND 95% PROCTOR DENSITY BELOW 3' IN ALL BUILDING PADS. REFER TO THE QUALITY COMPACTION METHOD IN ALL OTHER AREAS. PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. 101 100 101 100 XXX.XXXXX.XX-X.X% C CCCCCC CCCCCCCCCCCC19 3 9 3 26 27 24 26 15 8 12 12 11 11 10 10 PROPOSED RETAIL FFE = 973.30 PROPOSED RESIDENTIAL FFE = 973.30 FFE GARAGE = 963.13 MANHOLERIM=974.15INVERT=RIM=957.37SANITARY MANHOLEINVERT=tnhSANITARY MANHOLERIM=974.70INVERT=GGVPIVPIVRIM=975.83MANHOLEINVERT=TRANSGMGMGMUtility HandholeINP. SIGNALgpgpgpgpPIVSANITARY MANHOLERIM=959.26INVERT=947.07 CATCH BASINR= 971.75 I= 967.97 (15") CATCH BASINR= 956.76 I (N)= 951.41 (21") I (E)= 951.14 (24") I (S)= 952.87 (24") I (W)= 951.04 (24") CATCH BASIN R= 973.85 I (N)= 968.97 (12") I (S)= 969.10 (12") CATCH BASIN R= 956.06 I (E)= 951.90 (15") I (S)= 951.79 (21") CATCH BASINR= 956.78 I (N)= 952.09 (15") I (W)= 951.99 (15") CATCH BASINR= 961.80 I= 957.03 (15") CATCH BASINR= 966.54 I (N)= 960.69 (15") I (S)= 960.67 (15") CATCH BASIN R= 962.42 I= 958.75 (12") CATCH BASIN R= 961.78 I (N)= 956.63 (15") I (W)= 957.96 (10") I (W)= 958.22 (12") I (S)= 956.58(15") CATCH BASIN R= 955.09 I (N)= 950.28 (15") I (W)= 950.05 (24") I (S)= 950.10 (24") CATCH BASIN R= 955.32 I (E)= 950.42 (24") I (N)= 950.21 (24") CATCH BASINR= 955.46 I (N)= 950.80 (12") I (E)= 950.73 (24") I (W)= 950.47 (24") CATCH BASIN R= 955.25 I= 951.44 (12") CATCH BASIN R= 956.17 I (N)= 952.16 (21")I (S)= 952.45 (21") CATCH BASIN R= 956.09 I (N)= 951.92 (21") I (E)= 950.80 (24") I (W)= 950.74 (24") CATCH BASIN R= 961.76 I (N)= 954.82 (15") I (E)= 954.50 (15") I (S)= 954.54 (15")WEST 78TH STREETMARKET ST.975974 97 3 97597 5 9749749749 6 2 9609599589579579709659609579589589589599619629609 5 7 9589599619629629629709719729729739749 7 4 9659709629639649669679689699719729629630 SCALE IN FEET 30 60 EROSION CONTROL LEGEND SYMBOL DESCRIPTION UNITS QANTITY *PERIMETER CONTROL LF 420 EXISTING STORM DRAIN INLET PROTECTION EACH 9 PROPOSED STORM DRAIN INLET PROTECTION EACH 9 STABILIZED CONSTRUCTION EXIT EACH 2 PROPOSED DRAINAGE ARROW * PERIMETER CONTROL CAN BE SILT FENCE, BIO-ROLL OR WOOD MULCH. ** QUANTITIES ARE FOR INFORMATIONAL PURPOSES TO MEET THE REQUIREMENTS OF THE CONSTRUCTION STORMWATER PERMIT. NO GUARANTEE IS MADE TO THE ACTUAL QUANTITIES REQUIRED. *** THE QUANTITIES SHOWN ARE TOTAL FOR THE ENTIRE PROJECT NOT SPECIFIC TO THIS SHEET. SEE PLANTING PLAN FOR FINAL TURF ESTABLISHMENT NOTE: SWPPP COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, AND CABLE INSTALLATION. EACH COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE REQUIREMENTS OF THIS SWPPP INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY INSTALLATION OF SEEDING/SODDING/MULCHING DURING CONSTRUCTION OF EACH UTILITY. 20280 C3-GRADING THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE CHANHASSEN MINNESOTA TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C4.11 - JMF RJA ATB 17-20280 5/19/17 UNITED PROPERTIES VENUE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KEY PLAN LIC. NO.DATE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO.DATE Andrew T. Brandel 5/19/17 47078 B.M. ELEVATION=978.38 PRELIMIN A R Y NOT FOR C O N S T R U C T I O N EC210NTS INLET PROTECTION ROUND FILTER STAINLESS STEEL CLAMPING BAND 11 GA GALVANIZED STEEL SUSPENSION SYSTEM LIFT HANDLES REPLACEABLE SEDIMENT BAGS WITH GEOTEXTILE FILTER FABRIC STANDARD 2" OVERFLOW AREA NOTES: FOR SPECIFICATIONS AND MAINTENANCE GUIDELINES VISIT WWW.INLETFILTERS.COM INSTALLATION: REMOVE GRATE DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR CONCRETE STRUCTURE REPLACE GRATE MATERIALS: FRAMING - 11 GAUGE STEEL; CORROSION RESISTANT SEDIMENT BAG - WOVEN GEOTEXTILE FABRIC; 2 CUBIC FOOT TYP VOLUME; STAINLESS STEEL LOCKING BAND SECURING BAG TO FRAME EC211NTS INLET PROTECTION RECTANGULAR FILTER STANDARD 2" OVERFLOW AREA 11 GA GALVANIZED STEEL SUSPENSION SYSTEM LIFT HANDLES REPLACEABLE SEDIMENT BAGS WITH GEOTEXTILE FILTER FABRIC NOTES: FOR SPECIFICATIONS AND MAINTENANCE GUIDELINES VISIT WWW.INLETFILTERS.COM INSTALLATION: REMOVE GRATE DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR CONCRETE STRUCTURE REPLACE GRATE MATERIALS: FRAMING - 11 GAUGE STEEL; CORROSION RESISTANT SEDIMENT BAG - WOVEN GEOTEXTILE FABRIC; 2 CUBIC FOOT TYP VOLUME; STAINLESS STEEL LOCKING BAND SECURING BAG TO FRAME EC212NTS INLET PROTECTION CURB BOX FILTER STANDARD 2" OVERFLOW AREA 11 GA GALVANIZED STEEL SUSPENSION SYSTEM LIFT HANDLES REPLACEABLE SEDIMENT BAGS WITH GEOTEXTILE FILTER FABRIC REAR CURB GUARD FLAP WITH MAGNETIC TIE DOWNS (SLIDE 2x4 THROUGH FLAP IF IRON CURB BACK NOT AVAILABLE) NOTES: FOR SPECIFICATIONS AND MAINTENANCE GUIDELINES VISIT WWW.INLETFILTERS.COM INSTALLATION: REMOVE GRATE DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR CONCRETE STRUCTURE REPLACE GRATE MATERIALS: FRAMING - 11 GAUGE STEEL; CORROSION RESISTANT SEDIMENT BAG - WOVEN GEOTEXTILE FABRIC; 2 CUBIC FOOT TYP VOLUME; STAINLESS STEEL LOCKING BAND SECURING BAG TO FRAME EC600NTS ROCK CONSTRUCTION ENTRANCE 25' MINI M U M40' MINIMUMINPLA C E S U R F A C E 8" MINIMUM DEPTH OF 2" TO 4" WASHED RIVER ROCK LOOSEN AS NEEDED SO THAT ENTRANCE IS NOT COMPACTED, REPLACE/CLEAN AGGREGATE ONCE DIRTY MnDOT STANDARD SPECIFICATION 3733 TYPE V PERMEABLE GEOTEXTILE FABRIC BENEATH ROCK 18" HIGH (MIN) CUT OFF BERM TO MINIMIZE RUNOFF FROM LEAVING SITE EXTEND SILT FENCE FROM EITHER SIDE OF BERM AS NEEDED EC100NTS SILT FENCE SILT FENCES TO BE CONSTRUCTED ON DOWNHILL SIDE OF ALL MANHOLES MIN 6"MIN6" RUNOFF FLOW DIRECTION OF POSTEMBEDMENT1.5' MIN24" MINGEOTEXTILE FABRIC 5' TEE POST AT 5' - 4' MAX SPACING FABRIC ANCHORAGE TRENCH BACKFILL WITH TAMPED NATURAL SOIL 20280 C3-GRADING THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE CHANHASSEN MINNESOTA TEMPORARY EROSION CONTROL DETAILS C4.12 - JMF RJA ATB 17-20280 5/19/17 UNITED PROPERTIES VENUE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KEY PLAN LIC. NO.DATE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO.DATE Andrew T. Brandel 5/19/17 47078 B.M. ELEVATION=978.38 PRELIMIN A R Y NOT FOR C O N S T R U C T I O N EC300NTS BIOROLL STAKING 1' EMBED IN 2" DEEP TRENCH FLOW BIOROLL OR MULCH LOG BIOROLL OR MULCH LOG NOTES: BIOROLL/MULCH LOGS TO BE 6" DIAMETER UNLESS OTHEWISE NOTED. STAKED INTO THE GROUND WITH WOOD STAKES. WOOD STAKES ARE A MINIMUM OF 2"x16"x12" UNLESS PRECLUDED BY PAVED SURFACE OR ROCK. WOOD STAKES DRIVEN THROUGH BACK HALF OF BIOROLL OR WOOD MULCH LOG AT AN APPROXIMATE ANGLE OF 45° WITH THE TOP OF STAKE POINTING UP STREAM. WHEN MORE THAN ONE BIORLLL IS NEEDED, OVERLAP ENDS A MINIMUM OF 6" AND STAKE 20280 C3-GRADING THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE CHANHASSEN MINNESOTA STORMWATER POLLUTION & PREVENTION PLAN NOTES C4.13 - JMF RJA ATB 17-20280 5/19/17 UNITED PROPERTIES VENUE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KEY PLAN LIC. NO.DATE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO.DATE Andrew T. Brandel 5/19/17 47078 B.M. ELEVATION=978.38 PRELIMIN A R Y NOT FOR C O N S T R U C T I O N 20280 C3-GRADING THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE CHANHASSEN MINNESOTA STORMWATER POLLUTION & PREVENTION PLAN NOTES C4.14 - JMF RJA ATB 17-20280 5/19/17 UNITED PROPERTIES VENUE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KEY PLAN LIC. NO.DATE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO.DATE Andrew T. Brandel 5/19/17 47078 B.M. ELEVATION=978.38 PRELIMIN A R Y NOT FOR C O N S T R U C T I O N 20280 C3-GRADING THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE CHANHASSEN MINNESOTA STORMWATER POLLUTION & PREVENTION PLAN NOTES C4.15 - JMF RJA ATB 17-20280 5/19/17 UNITED PROPERTIES VENUE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KEY PLAN LIC. NO.DATE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO.DATE Andrew T. Brandel 5/19/17 47078 B.M. ELEVATION=978.38 PRELIMIN A R Y NOT FOR C O N S T R U C T I O N Standard Erosion Control Notes for RPBCWD Development Reviews C1.The erosion control plan must include the following notes: a.Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. b.Additional measures, such as hydraulic mulching and other practices as specified by the District must be used on slopes of 3:1 (H:V) or steeper to provide adequate stabilization. c.Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. d.Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. e.All temporary erosion and sediment control BMPs must be maintained until completion of construction and vegetation is established sufficiently to ensure stability of the site, as determined by the District. f.All temporary erosion and sediment control BMPs must be removed upon final stabilization. g.Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted through soil amendment and/or ripping to a depth of 18 inches (8 inches for single-family home properties) while taking care to avoid utilities, tree roots and other existing vegetation prior to final revegetation or other stabilization. h.All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanently ceased on a property that drains to an impaired water, within 14 days elsewhere. i.The permittee must, at a minimum, inspect, maintain and repair all disturbed surfaces and all erosion and sediment control facilities and soil stabilization measures every day work is performed on the site and at least weekly until land-disturbing activity has ceased. Thereafter, the permittee must perform these responsibilities at least weekly until vegetative cover is established. The permittee will maintain a log of activities under this section for inspection by the District on request. 20280 C5-DETAILS THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE CHANHASSEN MINNESOTA SITE DETAILS C5.11 - JMF RJA ATB 17-20280 5/19/17 UNITED PROPERTIES VENUE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KEY PLAN LIC. NO.DATE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO.DATE Andrew T. Brandel 5/19/17 47078 B.M. ELEVATION=978.38 PRELIMIN A R Y NOT FOR C O N S T R U C T I O N 20280 C5-DETAILS THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE CHANHASSEN MINNESOTA SITE DETAILS C5.12 - JMF RJA ATB 17-20280 5/19/17 UNITED PROPERTIES VENUE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KEY PLAN LIC. NO.DATE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO.DATE Andrew T. Brandel 5/19/17 47078 B.M. ELEVATION=978.38 PRELIMIN A R Y NOT FOR C O N S T R U C T I O N 20280 C5-DETAILS THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE CHANHASSEN MINNESOTA SITE DETAILS C5.13 - JMF RJA ATB 17-20280 5/19/17 UNITED PROPERTIES VENUE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KEY PLAN LIC. NO.DATE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO.DATE Andrew T. Brandel 5/19/17 47078 B.M. ELEVATION=978.38 PRELIMIN A R Y NOT FOR C O N S T R U C T I O N 20280 C5-DETAILS THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE CHANHASSEN MINNESOTA SITE DETAILS C5.14 - JMF RJA ATB 17-20280 5/19/17 UNITED PROPERTIES VENUE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KEY PLAN LIC. NO.DATE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO.DATE Andrew T. Brandel 5/19/17 47078 B.M. ELEVATION=978.38 PRELIMIN A R Y NOT FOR C O N S T R U C T I O N SCREENING GATE DETAIL N.T.S.3'1'24" DIA x 4' DEEP CONC PLUG 24" 6" STEEL BOLLARD 8'-0"7'-0"6"DOORS SHALL BE CONSTRUCTED WITH MAINTENANCE FREE COMPOSITE DECKING 5/8" MINIMUM, VERIFY COLOR WITH OWNER NO.DESCRIPTION 1234567891011121314 STRAIGHT PLUGBOTTOM COLLARTOP COLLARCORNER ELBOWPLUNGER RODLATCH FORKFORK CATCHPLUNGER ROD CATCHLOCK KEEPER GUIDELOCK KEEPERORNAMENTAL TOPSTRUSS RODSSTRETCHER BARHOOK BOLTS 11 5 10 9 6 7 2 1 14 13 3 124 11 8 SCREENING FENCE DETAIL N.T.S.8'-0"4" x 4" CEDAR POST 1" x 6" CEDAR SLAT 1" x 2" CEDAR SLAT FOOTING1" SPACING, TYP. 20280 C5-DETAILS THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE CHANHASSEN MINNESOTA STORMWATER DETAILS C5.15 - JMF RJA ATB 17-20280 5/19/17 UNITED PROPERTIES VENUE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KEY PLAN LIC. NO.DATE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO.DATE Andrew T. Brandel 5/19/17 47078 B.M. ELEVATION=978.38 PRELIMIN A R Y NOT FOR C O N S T R U C T I O N STRUCTURE A-1A NTS SD700 SECTION A-A 'A''A'PLAN *ACTUAL PIPE ORIENTATION SHOWN ON PLAN P-1 24" ACCESS PIPE 6" UNDERDRAIN 24" ACCESS PIPE INVERT ELEV = 952.70' 6" UNDERDRAIN 2" DIAMETER OPENING 24" ACCESS PIPE INVERT ELEV = 952.70' INVERT ELEV = 953.20'WEIR OPENING ELEV = 953.30' TOP OF WEIR ELEV = 954.45' TOP OF STRUCTURE = SEE PLAN P-1 'B''B' SECTION B-B 20280 C5-DETAILS THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE CHANHASSEN MINNESOTA STORMWATER DETAILS C5.16 - JMF RJA ATB 17-20280 5/19/17 UNITED PROPERTIES VENUE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KEY PLAN LIC. NO.DATE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO.DATE Andrew T. Brandel 5/19/17 47078 B.M. ELEVATION=978.38 PRELIMIN A R Y NOT FOR C O N S T R U C T I O N C CCCCCC CCCCCCCCCCCC19 3 9 3 26 27 24 26 15 8 12 12 11 11 10 10 PROPOSED RETAIL FFE = 973.30 PROPOSED RESIDENTIAL FFE = 973.30 FFE GARAGE = 963.13 MANHOLERIM=974.15INVERT=RIM=957.37SANITARY MANHOLEINVERT=tnhSANITARY MANHOLERIM=974.70INVERT=GGVPIVPIVRIM=975.83MANHOLETRANSGMGMGMUtility HandholeINP. SIGNALgpgpgpgpPIVSANITARY MANHOLERIM=959.26INVERT=947.07 MARKET ST.0.10.10.10.10.10.10.20.20.20.20.20.30.30.30.10.20.30.30.30.30.40.40.50.50.50.50.40.40.40.40.10.20.40.50.50.50.60.70.90.90.90.80.70.70.70.60.50.40.40.40.40.30.30.10.20.40.71.01.01.01.21.41.41.31.21.31.41.10.70.60.60.60.60.60.50.50.50.50.50.50.10.20.40.81.62.11.82.12.62.82.32.12.42.31.41.00.80.91.01.11.00.90.80.90.90.80.60.50.40.30.20.20.40.81.32.73.73.94.54.74.04.03.52.11.91.51.31.31.51.61.61.51.51.71.51.20.90.70.60.50.50.50.30.20.20.30.50.81.42.74.74.84.84.94.95.13.62.22.22.82.12.02.52.92.82.62.72.81.81.41.31.11.01.01.00.60.30.20.10.10.10.20.30.61.01.63.24.55.46.66.66.14.84.22.72.22.83.93.73.84.14.04.64.62.72.32.21.91.61.72.11.30.60.40.20.10.10.10.20.40.61.11.93.84.95.57.37.86.14.94.83.12.32.64.04.74.24.24.55.45.23.73.13.12.82.93.22.21.10.70.40.20.20.10.20.40.61.11.73.44.75.56.97.06.34.94.52.92.42.83.84.35.55.25.74.85.24.63.83.43.23.93.31.81.10.70.40.30.20.10.20.30.60.91.52.74.65.15.35.35.25.24.02.52.22.93.94.25.46.05.65.05.64.34.34.04.43.52.82.01.20.80.50.30.20.20.20.30.50.81.42.64.54.44.85.04.54.63.92.42.12.53.64.14.95.15.15.05.44.04.24.64.13.32.82.11.20.90.50.40.30.20.20.40.50.81.62.72.42.63.33.63.02.72.92.82.02.03.33.83.73.93.94.44.93.53.64.13.93.32.71.91.10.80.60.40.30.20.40.60.91.51.61.51.72.02.12.01.81.92.22.12.23.13.23.84.44.03.74.03.13.13.33.13.22.71.51.10.80.60.40.30.20.40.71.01.11.21.31.61.81.91.81.61.61.92.22.62.22.42.83.33.12.72.83.33.63.83.43.02.91.71.31.00.70.40.20.20.40.61.01.41.41.41.71.92.01.91.71.82.32.52.42.12.02.32.52.62.52.52.93.43.22.92.52.22.31.91.40.70.40.20.20.40.60.91.72.42.12.43.03.22.72.52.82.82.32.82.72.62.93.53.43.13.53.93.23.23.22.82.42.62.81.40.70.40.20.20.30.50.81.42.74.04.14.74.94.34.43.82.32.02.43.94.34.45.15.04.85.45.04.14.14.23.83.83.82.11.30.70.40.30.50.91.42.74.65.05.05.15.15.33.92.42.12.43.95.35.15.25.35.76.15.34.74.54.44.24.73.51.91.20.80.50.61.01.63.24.55.46.76.76.34.94.42.92.42.84.44.96.36.97.16.36.46.44.95.65.55.54.13.62.31.30.90.50.61.11.83.74.95.47.27.86.14.94.93.22.53.24.95.06.28.07.76.47.17.45.35.86.35.14.14.02.61.40.90.50.20.30.61.01.73.34.65.46.76.86.34.94.42.92.42.94.44.96.37.17.16.36.56.64.95.55.75.44.13.62.31.30.80.50.20.30.50.91.42.64.45.05.05.15.05.13.92.32.02.33.75.15.15.35.45.66.05.34.54.64.44.24.53.51.91.10.70.20.20.40.71.32.44.24.24.54.84.24.23.72.21.82.13.54.44.34.94.94.65.25.04.13.83.93.53.63.61.91.10.60.10.20.40.71.42.52.12.22.93.12.62.22.42.51.92.32.62.32.63.23.22.83.23.62.92.62.62.31.92.02.31.20.60.10.20.30.61.21.21.21.31.51.61.41.31.31.61.71.71.41.31.51.71.71.81.81.81.91.71.51.31.11.11.21.00.60.10.20.30.50.60.60.70.80.91.00.90.80.81.01.11.00.90.91.00.50.60.50.10.20.30.30.30.30.40.50.50.60.50.50.50.60.60.60.60.50.00.30.30.10.20.20.20.00.00.20.10.10.10.00.00.00.00.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.72.46.46.22.40.00.00.00.00.00.00.00.00.10.30.82.33.13.12.30.00.00.00.00.00.00.00.00.10.10.30.40.50.50.40.00.00.00.00.00.00.00.00.00.00.10.00.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.00.00.00.00.00.00.00.00.00.00.00.10.20.20.20.00.00.00.00.00.00.00.10.40.70.50.00.00.00.00.00.00.00.10.82.11.60.00.00.00.00.00.00.00.11.03.02.80.00.00.00.10.10.10.10.11.03.53.50.10.10.10.10.10.10.10.10.10.10.10.10.10.20.93.22.10.10.20.10.10.10.10.10.10.10.10.10.10.10.20.71.30.90.30.30.20.20.10.10.10.10.20.20.20.20.20.30.50.70.70.56.65.24.86.83.38.52.49.12.010.01.20.50.40.40.50.50.50.40.40.30.10.10.20.30.30.40.40.40.60.70.70.70.70.70.80.80.80.80.80.80.80.90.80.80.80.80.80.80.70.70.50.40.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.50.70.70.80.91.11.11.11.01.01.21.41.41.11.11.21.31.31.21.21.51.41.21.00.90.80.70.60.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.51.11.51.31.41.71.91.81.51.61.92.12.41.91.72.02.32.21.81.92.52.61.61.31.51.41.11.01.20.80.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.51.02.22.62.73.33.83.42.92.92.92.12.43.53.33.74.44.13.53.43.32.72.82.42.32.22.12.11.50.70.40.20.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.30.61.11.93.94.64.54.94.74.74.52.62.12.33.75.34.74.84.84.95.03.22.92.93.02.92.82.72.31.70.90.40.20.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.40.71.22.13.94.85.45.55.65.14.53.02.42.74.14.95.96.16.25.44.83.83.53.33.03.93.82.62.42.11.10.50.20.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.50.81.42.74.54.86.67.36.85.35.03.72.73.34.94.96.47.97.45.75.34.74.13.53.13.73.62.72.52.51.20.50.20.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.50.91.42.84.64.86.67.77.05.35.13.82.73.34.84.96.57.77.25.75.24.43.73.43.13.93.82.72.42.11.10.50.20.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.40.81.32.33.94.86.05.96.25.14.53.12.42.74.04.95.65.75.85.34.73.53.03.13.02.92.82.62.31.70.90.40.20.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.40.61.11.93.94.94.64.74.75.04.52.62.12.33.85.04.64.94.84.75.03.12.72.72.32.32.22.02.11.50.70.40.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.61.02.13.23.33.94.44.03.53.52.82.02.53.12.93.34.03.73.03.03.52.51.61.31.41.31.01.01.20.80.40.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.51.11.91.61.62.02.42.21.81.82.32.22.11.71.61.72.01.91.71.72.12.01.21.00.90.80.70.60.60.60.40.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.50.80.90.91.01.21.21.21.11.11.31.51.31.01.01.11.21.21.11.11.11.11.00.80.70.70.50.40.40.40.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.40.40.50.50.60.70.80.80.70.70.80.80.80.70.70.70.70.70.70.60.60.60.60.60.50.40.40.30.20.20.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.20.20.20.30.30.30.40.40.50.50.50.40.40.40.50.50.40.50.50.40.40.30.30.30.40.40.30.20.20.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.20.20.20.20.30.30.30.30.30.30.30.30.30.30.30.30.30.20.20.20.20.20.20.20.20.10.10.10.10.10.10 SCALE IN FEET 30 60 FOOTCANDLE LEGEND 1.00 FOOTCANDLE LINE 2.00 FOOTCANDLE LINE MANUFACTURER/MODEL NUMBER LIGHT FIXTURE SCHEDULE STYLETYPE LAMPS REMARKS Provide light fixtures as shown on Fixture Schedule. Substitutions shall have prior approval by the Project Engineer before bid date. Being listed as an acceptable Manufacturer in no way relieves the Contractors obligation to provide all equipment and features in accordance with these specifications. CREE LIGHTING #XSPW-A-0-3-M-C-U-CS-PBUILDING MOUNTED WALL PACK FINISHED FLOOR MOUNT FIXTURE AT 12'-0" ABOVEL21 L23 L32 CREE LIGHTING #AL-42WLED-UD-CG-120DECORATIVE WALL SCONCES FINISHED FLOOR MOUNT FIXTURE AT 8'-0" ABOVE LED LED LIGHT POLE DETAIL N.T.S.1 L34 CREE LIGHTING #CL-SSP-4011-25-D6-PS-ABLPOLE SITE POLE QUAD HEAD @ 90 SEE SITE PLAN FOR BASE DETAILCREE LIGHTING #OSQ-A-NM-4ME-A-57K-UL-CS, w/OSQ-DA-CS 4@90 FIXED ARM MOUNT 25'-0" POLE LED L33 CREE LIGHTING #CL-SSP-4011-25-D5-PS-ABLPOLE SITE POLE TRIPLE HEAD @ 90 SEE SITE PLAN FOR BASE DETAILCREE LIGHTING #OSQ-A-NM-4ME-A-57K-UL-CS, w/OSQ-DA-CS 2@90 FIXED ARM MOUNT 25'-0" POLE LED "L31" & "L32" & "L33" & "L34" LIGHT STYLE "L23" LIGHT STYLE "L21" LIGHT STYLE CREE LIGHTING #CL-SSP-4011-25-D3-PS-ABLPOLE SITE POLE TWIN HEAD @ 90 SEE SITE PLAN FOR BASE DETAILCREE LIGHTING #OSQ-A-NM-4ME-A-57K-UL-CS, w/OSQ-DA-CS 2@90 FIXED ARM MOUNT 25'-0" POLE LED L32 L21 L21 L23 L23 L23 L23 L23 L34 L34 L34 L34 L34 L33 L33 20280 C6-LIGHTING THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE CHANHASSEN MINNESOTA SITE LIGHTING PLAN C6.11 - JMF RJA ATB 17-20280 5/19/17 UNITED PROPERTIES VENUE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KEY PLAN LIC. NO.DATE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO.DATE Andrew T. Brandel 5/19/17 47078 B.M. ELEVATION=978.38 PRELIMIN A R Y NOT FOR C O N S T R U C T I O N L31 L31 CREE LIGHTING #CL-SSP-4011-25-D2-PS-ABLPOLE SITE POLE TWIN HEAD @ 180 SEE SITE PLAN FOR BASE DETAILCREE LIGHTING #OSQ-A-NM-4ME-A-57K-UL-CS, w/OSQ-DA-CS 2@180 FIXED ARM MOUNT 25'-0" POLE LED MANHOLERIM=974.15INVERT=tnhGGVPIVPIVRIM=975.83MANHOLEINVERT=TRANSGMGMGMUtility HandholeINP. SIGNALgpgpgpgpPIVWEST 78TH STREETMARKET ST.C CCCCCC CCCCCCCCCCCCPROPOSED RETAIL FFE = 973.30 PROPOSED RESIDENTIAL FFE = 973.30 FFE GARAGE = 963.13 8X 8X 8X 8X 8X 8X 8X 8X 8X 8X8X(7) FEATHER REED GRASS (5) ARCTIC FIRE DOGWOOD (2) SEA GREEN JUNIPER (34) BIG BLUE STEM (16) DWARF WINGED EUONYMUS (14) LITTLE DEVIL NINEBARK (61) BIG BLUE STEM (1) VALLEY FORGE ELM (1) GREENSPIRE LITTLELEAF LINDEN (1) HACKBERRY (1) HACKBERRY (1) GREENSPIRE LITTLELEAF LINDEN (1) SPRING SNOW CRABAPPLE (1) SPRING SNOW CRABAPPLE (1) SPRING SNOW CRABAPPLE (3) HOT WINGS TATARIAN MAPLE FEATHER REED GRASS (13) SEA GREEN JUNIPER (4) (10) RUSHMORE ARBORVITAE (14) NOVA YEW (53) TAUTON YEW 8' HT. PRIVACY FENCE SOD SOD SOD (1) VALLEY FORGE ELM SOD (13) NOVA YEW (4) ARCTIC FIRE DOGWOOD (ALL ISLANDS) (ALL ISLANDS) (ALL ISLANDS) (16) ARCTIC FIRE DOGWOOD (1) HOT WINGS TATARIAN MAPLE SPRING SNOW CRABAPPLE (1) SPRING SNOW CRABAPPLE (1) (1) HOT WINGS TATARIAN MAPLE (1) HOT WINGS TATARIAN MAPLE (1) HOT WINGS TATARIAN MAPLE HOT WINGS TATARIAN MAPLE (1) (49) FEATHER REED GRASS (15) SEA GREEN JUNIPER (1) SPRING SNOW CRABAPPLE SPRING SNOW CRABAPPLE (1) SPRING SNOW CRABAPPLE (1) SPRING SNOW CRABAPPLE (1) SPRING SNOW CRABAPPLE (1) (6) BUTTERFLY HONEYSUCKLE TAUTON YEW (10) (10) FEATHER REED GRASS (1) HOT WINGS TATARIAN MAPLE ARCTIC FIRE DOGWOOD (18)NOVA YEW (5) TAUTON YEW (6) NOVA YEW (3) TAUTON YEW (2) ARCTIC FIRE DOGWOOD (6) FEATHER REED GRASS (10) SEA GREEN JUNIPER (7) LITTLE DEVIL NINEBARK (7) (8) FEATHER REED GRASS (36) FEATHER REED GRASS UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES ON-SITE PRIOR TO CONSTRUCTION. GOPHER STATE ONE CALL 1-800-454-0002 I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KEY PLAN LIC. NO.DATE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO.DATE Andrew T. Brandel 5/19/17 47078 B.M. ELEVATION=978.38 PRELIMIN A R Y NOT FOR C O N S T R U C T I O N 20280 C5-LANDSCAPE THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE CHANHASSEN MINNESOTA L1.11 - CWT CWT ATB 17-20280 5/19/17 PLANTING PLAN UNITED PROPERTIES VENUE 0 SCALE IN FEET 30 60 OVERSTORY QTY COMMON NAME SIZE ROOT 2 Greenspire Littleleaf Linden Tilia cordata `Greenspire` 2-1/2" Cal B & B 2 Hackberry Celtis occidentalis 2-1/2" Cal B & B 2 Valley Forge Elm Ulmus americana `Valley Forge` 2-1/2" Cal B & B UNDERSTORY QTY COMMON NAME SIZE ROOT 9 Hot Wings Tatarian Maple Acer tataricum `GarAnn` 1-1/2" Cal B & B 10 Spring Snow Crabapple Malus x `Spring Snow` 1-1/2" Cal B & B CON.SHRUBS QTY COMMON NAME SIZE ROOT 35 Nova Yew Taxus cuspidata `Nova` 4` Ht.Cont 10 Rushmore Arborvitae Thuja occidentalis `Rushmore` 4` Ht.Cont 28 Sea Green Juniper Juniperus chinensis `Sea Green` 24" Ht.Cont 71 Tauton Yew Taxus x media `Tauntonii` 30" Ht.Cont DEC.SHRUBS QTY COMMON NAME SIZE ROOT 49 Arctic Fire Dogwood Cornus stolonifera `Arctic Fire` 24" Ht.Cont 6 Butterfly Honeysuckle Diervilla sessilifolia `Butterfly` 24" Ht.Cont 16 Dwarf Winged Euonymus Euonymus alatus `Compactus` 4` Ht.Cont 21 Little Devil Ninebark Physocarpus opulifolius `Donna May` 24" Ht.#5 Cont. GRASSES QTY COMMON NAME SIZE ROOT 95 Big Blue Stem Andropogon gerardii 12" Ht #1 Cont. 133 Feather Reed Grass Calamagrostis x acutiflora `Karl Foerster` 12" Ht #1 Cont. PLANT SCHEDULE1.COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (FENCE, FOOTINGS, TREE ROOTBALLS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 2.SAVE AND PROTECT ALL EXISTING TREES NOT NOTED TO BE REMOVED. 3.REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUSTO PLANT GROWTH FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING MIX. 4.LAWN AREAS SHALL HAVE 6" MINIMUM DEPTH OF TOPSOIL. TOPSOIL SHALL BE COMPACTED TO 85% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 5.REFER TO PLANTING DETAILS PLAN FOR AMENDED SOIL DEPTH IN PLANTING BEDS AND SURROUNDING TREES. REFER TO SPECIFICATIONS FOR MIX TYPE. 6.FIELD STAKE PLANTINGS ACCORDING TO PLAN. OWNER'S REPRESENTATIVE SHALL APPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OF INSTALLATION. 7.ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS INDICATED IN THE PLANT SCHEDULE. 8.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE SCHEDULE, THE PLANTING PLAN SHALL GOVERN. 9.OWNER RESERVES THE RIGHT TO REVISE QUANTITIES TO SUIT BUDGET LIMITATIONS. CONTRACTOR'S UNIT BID PRICES SHALL PREVAIL FOR ANY CHANGES IN QUANTITIES. 10.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE AND OWNER. 11.ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK (A.N.S.I.), LATEST EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THE SPECIES LISTED MAY BE USED IF THE STOCK CONFORMS TO A.N.S.I. 12.ALL PLANT MATERIAL SHALL BE GUARANTEED TO BE IN A LIVE AND HEALTHY GROWING CONDITION FOR ONE FULL GROWING SEASON (ONE YEAR) AFTER FINAL PROJECT ACCEPTANCE OR SHALL BE REPLACED FREE OF CHARGE WITH THE SAME GRADE AND SPECIES. ALL TREES SHALL HAVE A STRONG CENTRAL LEADER. 13.CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS. ANY AREAS THAT ARE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 14.ALL PLANTING BEDS SHALL HAVE SPADE DUG EDGES, EXCEPT WHERE NOTED OTHERWISE. 15.PLANTING BED EDGING - USE 1/8" x 4" METAL EDGING IN ALL AREAS WHERE PLANTING BED MEETS LAWN AREAS OR WHERE INDICATED. USE 12" METAL SPIKES AS INSTRUCTED BY MANUFACTURER. 16.PROVIDE SHREDDED HARDWOOD MULCH, NATURAL COLOR, SURROUNDING ALL PROPOSED TREES TO A 3-INCH MINIMUM DEPTH AS SHOWN IN TREE PLANTING DETAIL. DO NOT USE AN UNDERLAYMENT SUCH AS PLASTIC SHEET OR LANDSCAPE FABRIC. IF LOCATED WITHIN A PLANT BED, SUBSTITUTE THIS MULCH WITH THE MULCH CALLED FOR WITHIN THAT PLANT BED. APPLY PRE-EMERGENT TO ALL PLANTING BEDS PRIOR TO MULCHING. 17.PROVIDE SHREDDED HARDWOOD MULCH, NATURAL COLOR, IN ALL PLANTING BEDS 3-INCH MINIMUM DEPTH. DO NOT USE AN UNDERLAYMENT SUCH AS PLASTIC SHEET OR LANDSCAPE FABRIC. APPLY PRE-EMERGENT TO ALL PLANTING BEDS PRIOR TO MULCHING. 18.ALL TURF AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED. SOD SECTIONS SHALL BE NO SMALLER THAN 24" X 36" STAKED IN PLACE WITH BIODEGRADABLE SOD STAKES WHEN SLOPE IS STEEPER THAN 5:1 OR WHEN CONDITIONS REQUIRE. 19.IRRIGATION REQUIRED - IRRIGATION SYSTEM SHALL BE CONSTRUCTED AS A 'DESIGN BUILD' PROJECT AND SERVICE ALL GREEN SPACE INCLUDING LAWN AND PLANTING BEDS. CONTRACTOR TO SUBMIT DRAWING FOR APPROVAL BY ENGINEER AND LANDSCAPE ARCHITECT. 20.FOR PLANT, SHRUB, AND TREE LOCATIONS: CONTRACTOR IS PERMITTED TO USE DISCRETION AS NECESSARY TO AVOID DRIVEWAYS, UTILITIES, OR OTHER CONFLICTS. THE TOTAL NUMBER OF PLANTS, INCLUDING SHRUBS AND TREES SHALL MEET CITY CODE. 21.INDICATED QUANTITIES ARE ESTIMATES AND SHOULD BE CONFIRMED BY THE CONTRACTOR/BIDDER. GENERAL PLANTING NOTES REMOVE AT MINIMUM THE TOP HALF OF WIRE BASKETS, BURLAP, TWINE - REMOVE THESE AND ALL NON-BIODEGRADIBLE MATURIALS FROM THE PLANTING PIT. AVOID CUTTING OR SCARING ROOTS. ANY ROOTS THAT ARE SCARED OR BROKEN DURING PLANTING SHOULD BE CUT CLEAN AT 90 DEGREES BACKFILL PLANTING PIT PER TREE PLANTING SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL. DO NOT TAMP SOIL, BUT SATURATE WITH WATER THROUGHOUT BACKFILL PROCESS. EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL MINUS 3" AND A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL 3" LAYER OF SHREDDED HARDWOOD MULCH MOUNDED AT EDGE TO FORM A SHALLOW SAUCER - DO NOT PLACE MULCH WITHIN 3" OF TRUCK. WHEN IN PLANT BED, SUBSTITUTE WITH PLANT BED MULCH. ROOTBALL DIA 2X ROOTBALL DIA DEPTH OF ROOTBALL NEVER CUT PRIMARY LEADER PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS AND BRANCHES IMMEDIATELY AFTER PLANTING - ALL PRUNING CUTS CLEAN AT 90 DEGREES TREES 8'+TREES 6'-8' SET ROOT FLAIR ABOVE GRADE 3" WHEN STAKED, ATTACH 1/2" WIDE NYLON STRAPPING SNUGLY AROUND TRUCK AND, WITH SOME LOOSENESS, TO STAKES AS SHOWN NOTE: * AVOID STAKING UNLESS NECESSARY. * NO STAKING TREES UNDER 6'. STAKING DIAGRAM MUST MAINTAIN TRUNK IN VERTICAL ORIENTATION MULCH - PER PLANS & NOTES PLANTING BED - SOIL PREPARATION PER PLANS & NOTES LAWN OR GROUND COVER FINISH GRADE LANDSCAPE EDGING AND STAKING - PER PLANS & NOTES SUBGRADE - PER PLANS & NOTES MULCH, PER PLANS & NOTES BACKFILL PLANTING PIT PER SHRUB PLANTING SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL / CONTAINER MINUS 3" AND A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL / CONTAINER - TILL ALL PLANTING BEDS TO A MINIMUM DEPTH OF 6" THROUGHT PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE PLANT IS PLUMB ALL PLANTS TO BE INSTALLED SO THAT THE TOP OF THE CROWN OF THE PLANT IS SLIGHTLY ABOVE FINISH GRADE 3" ROOTBALL DIA 2 TIMES ROOTBALL DIA DEPTH OF ROOTBALL CUT AND REMOVE AT MINIMUM THE TOP HALF OF WIRE BASKETS, BURLAP AND/OR TWINE, OR ENTIRE CONTAINER, AND REMOVE FROM THE PLANTING PIT, SCARIFY ROOTS FOR ALL CONTAINERIZED PLANTS 5 GALLONS OR SMALLER CONTAINER DIA 2 TIMES CONTAINER DIA SHRUB PLANTING DETAIL NO SCALE LANDSCAPE EDGING DETAIL NO SCALE TREE PLANTING DETAIL NO SCALE EDGE OF PLANTING BED - PER PLANS & NOTES PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS AND TREES STAGGER SPACING WHERE POSSIBLE EDGE OF STRUCTURE OR PAVING PLANT PERIMETER AT SPECIFIED SPACING UNLESS OTHERWISE NOTED, PLANT UP TO EXISTING DRIP LINE OF ADJACENT SHRUBS LAYER OF MULCH AS INDICATED ON PLAN TILL ALL PLANT BEDS TO A MINIMUM DEPTH OF 6" AND BACKFILL PER SPECIFICATIONS, WHEN PROVIDED - IN AREAS WITH HEAVY CLAY OR ROCKY SOILS AMEND WITH PLANTING SOIL FROM A LOCAL SOURCE ALL PLANTS TO BE INSTALLED SO THAT THE TOP OF THE CROWN OF THE PLANT IS SLIGHTLY ABOVE FINISH GRADE 3" CUT AND REMOVE THE ENTIRE CONTAINER AND SCARIFY, AS NECESSARY, ROOTS FOR ALL CONTAINERIZED PLANTS 5 GALLONS OR SMALLER PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE PLANT IS PLUMB PERENNIAL PLANTING DETAIL NO SCALE PLAN SECTION UNDISTURBED SOIL I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KEY PLAN LIC. NO.DATE I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO.DATE Andrew T. Brandel 5/19/17 47078 B.M. ELEVATION=978.38 PRELIMIN A R Y NOT FOR C O N S T R U C T I O N 20280 C5-LANDSCAPE THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE REVISION SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE CHANHASSEN MINNESOTA L1.12 - CWT CWT ATB 17-20280 5/19/17 PLANTING NOTES & DETAILS UNITED PROPERTIES VENUE VEHICLE ENTRY/ EXITTRASHSTAIRLOADINGDOCKENTRYMECH.STAIR71MECH.3HCHCHC1093 SFVEST.ELECT.ELEVSTAIR18' - 0"26' - 0"18' - 0"18' - 0"26' - 0"18' - 0"18' - 0"26' - 0"18' - 0"18' - 0"26' - 0"108' - 0"16' - 0"26' - 2 3/8"18' - 0"16' - 0"26' - 0 3/4"18' - 0"COPYRIGHT 2014 BY LHB, INC. ALL RIGHTS RESERVED.701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029Project Number:VENUEWest 78TH StreetChanhassen, MN5.19.2017150769A-1 1/16" = 1'-0"1BASEMENT FLOOR PLAN .DNLOADINGDOCKUNIT B4.1UNIT B2.2UNIT B2.3UNIT F1UNIT B3.1UNIT A2.1UNIT E3STAIRUNIT A1.2TRASHELECT.THEATERROOMTENANTSTOR.UNIT B1.1UNIT B2.1UNIT E1UNIT E1UNIT E1UNIT E1UNIT E1STAIRSTAIROFFICECOMMUNITYEXERCISEVEST.74 UNITS 5' X 5'MAILELEVOUTDOOR TERRACEBALCONY, TYP.WORKROOM/PACKAGEJANITORWCUNIT E2STUDIO1 BR1 BR+DEN2 BR3 BRCIRCULATIONCOMMONMECH./ELEC./TRASHPARKINGRETAILALDICOMMERCIALSPACELOBBYUNIT A1.3TRASHRECESSED BALCONY, TYP.COPYRIGHT 2014 BY LHB, INC. ALL RIGHTS RESERVED.701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029Project Number:VENUEWest 78TH StreetChanhassen, MN5.19.2017150769A-2 1/16" = 1'-0"1GROUND FLOOR PLAN RETAIL ROOF BELOWSTOR.STAIRUNIT B1 UNIT B1 UNIT B1UNIT B1UNIT A1UNIT B2UNIT B2UNIT A2UNIT A2UNIT F2UNIT F1UNIT A2UNIT B3STAIRUNIT B3UNIT A2UNIT C1UNIT B4UNIT E 2 UNIT A1 UNIT B2UNIT B2UNIT A1TRASHELECT.STAIRELEVUNIT A2UNIT A2UNIT B1UNIT A1STUDIO1 BR1 BR+DEN2 BR3 BRCIRCULATIONCOMMONMECH./ELEC./TRASHPARKINGRETAILSCREENED ENCLOSURE FOR MECHANICAL EQUIPMENTRECESSED BALCONY, TYP."JULIETTE" BALCONY, TYP.HUNG BALCONY, TYP.COPYRIGHT 2014 BY LHB, INC. ALL RIGHTS RESERVED.701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029Project Number:VENUEWest 78TH StreetChanhassen, MN5.19.2017150769A-3 1/16" = 1'-0"1FIRST - FOURTH FLOOR PLAN .STAIRROOFCOMMUNITYCOMMUNITYROOF DECKUNIT B4UNIT A4UNIT B1UNIT B1UNIT B1UNIT B1 UNIT A1 UNIT B1UNIT A1UNIT A1UNIT B2UNIT B2STAIRTRASHELEVUNIT A3ELECT.ROOFSTUDIO1 BR1 BR+DEN2 BR3 BRCIRCULATIONCOMMONMECH./ELEC./TRASHPARKINGRETAILSLOPING METAL ROOFPRIVATE ROOF DECKPRIVATE ROOF DECKPRIVATE ROOF DECKCORRIDOR"JULIETTE" BALCONY, TYP.HUNG BALCONY, TYP.COPYRIGHT 2014 BY LHB, INC. ALL RIGHTS RESERVED.701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029Project Number:VENUEWest 78TH StreetChanhassen, MN5.19.2017150769A-4 1/16" = 1'-0"1FIFTH FLOOR PLAN Ground Floor2"First Floor Plan16' - 2"Third Floor Plan37' - 1"Second Floor Plan26' - 7 1/8"Fourth Floor Plan47' - 6 7/8"Fifth Floor Plan58' - 0 3/4"T.O. Parapet High70' - 7 3/8"T.O. Parapet Low59' - 5 1/2"MP2BRICK2BRICK1BAL2BAL1BAL1BAL1BAL1BAL1BAL1BAL1FP2FP1MPVWWWWWWWWMAC1WWMR1MC1CSCSC1MC1CSMidpoint Sloped Roof77' - 3 7/8"Basement Floor-10' - 0"(973.30)(963.13)MDMDGround Floor2"First Floor Plan16' - 2"Third Floor Plan37' - 1"Second Floor Plan26' - 7 1/8"Fourth Floor Plan47' - 6 7/8"Fifth Floor Plan58' - 0 3/4"T.O. Parapet High70' - 7 3/8"T.O. Parapet Low59' - 5 1/2"MP2MP1BAL1BAL1BAL1MP2FLMPVWWFP2MR1C1MC2CSC2FP1BRICK1FP1WWFP1MR1MC1MC1BAL1WCSSF1MABRICK2WCSBAL2BAL1LSMidpoint Sloped Roof77' - 3 7/8"Basement Floor-10' - 0"(973.30)(963.13)VGVGVGVGVGMDFLTYPICAL AT SIDES OF RECESSED BALCONIESMPVEXTERIOR ELEVATION KEY ANADDRESS NUMBER (6" TALL TEXT)BRICK1 MODULAR BRICK (LITE TAN)BRICK2 MODULAR BRICK (DARK BROWN/CHARCOAL)BAL1METAL HUNG BALCONY, BLACKBAL2METAL JULIET BALCONY, BLACKBAL3 METAL GUARD RAIL AT RECESSED BALCONY, BLACKC1 METAL CANOPY, BLACKC2 METAL CANOPY, SILVERCSPRECAST STONE SILLFLFIBER CEMENT LAP SIDING, GRAYFP1FIBER CEMENT FAUX WOOD PANEL, BROWNFP2FIBER CEMENT PANEL (TERRACOTTA) W/ALUMINUM REVEALSLDLOADING DOCK OVERHEAD DOORLSDECORATIVE LOUVER SCREEN MAMETAL ARBOR, BLACKMC1METAL PROJECTING CORNICE, BLACKMC2 METAL PROJECTING CORNICE, SILVERMDMETAL DOORMP1METAL PANEL, LARGE SCALE PANELS WITH REVEALS AS SHOWN. SILVERMP2METAL PANEL, RANDOM WIDTH VERTICAL REVEALS, WHITEMPVMAGIC PAK VENT, PAINTED TO MATCH ADJACENT WALL MATERIALMR1STANDING SEAM METAL ROOF, DARK GREYMSMETAL STAIRS, BLACKS1SIGNAGE - RAISED METAL 20" HIGH LETTERSS2SIGNAGE - RAISED METAL 10" HIGH LETTERS S3SIGNAGE - RETAIL (8'-0" WIDE X 9'-6" HIGH)SF1STOREFRONT, BLACKSF2 STOREFRONT, SILVER SGSPANDREL GLASS VGAPPLIED WINDOW GRAPHICWWINDOW (FIBERGLASS), BLACKTUBE STEEL VERTICAL SUPPORT4" FIXED LOUVER SCREEN5" TYP6"5' - 6 1/8"COPYRIGHT 2014 BY LHB, INC. ALL RIGHTS RESERVED.701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029Project Number:VENUEWest 78TH StreetChanhassen, MN5.19.2017150769A-5 1/16" = 1'-0"1South Presentation 1/16" = 1'-0"2West Presentation 1 1/2" = 1'-0"3LOUVER SCREEN Ground Floor2"First Floor Plan16' - 2"Third Floor Plan37' - 1"Second Floor Plan26' - 7 1/8"Fourth Floor Plan47' - 6 7/8"Fifth Floor Plan58' - 0 3/4"T.O. Parapet High70' - 7 3/8"T.O. Parapet Low59' - 5 1/2"MR1BAL1MP2FLMR1C1CSWMC1BAL2BAL3BAL1BAL3WFP1BRICK2MDWCSWCSWCSBAL1BAL3WBRICK1SF1FP1WCSFP1FP1WFP2MC1CSC1Midpoint Sloped Roof77' - 3 7/8"Basement Floor-10' - 0"(973.30)(963.13)SF1SF1FP1TYPICAL BACK AND SIDES AT RECESSED BALCONIES ON EAST FACADEMP2BRICK2Ground Floor2"First Floor Plan16' - 2"Third Floor Plan37' - 1"Second Floor Plan26' - 7 1/8"Fourth Floor Plan47' - 6 7/8"Fifth Floor Plan58' - 0 3/4"T.O. Parapet High70' - 7 3/8"T.O. Parapet Low59' - 5 1/2"MR1MP2FLMPVWMC1BAL2BAL1BAL1WFP2C2FP1BAL1BAL1WWMC2S3SF2SF2C1SFCSSF1S2ANSF2LDSGVGFP1FP1C1S1WWCSMSMDMP1MTCSBRICK2BRICK1BRICK1LSMidpoint Sloped Roof77' - 3 7/8"Basement Floor-10' - 0"(973.30)(963.13)SGBRICK1MP2FLFP2EXTERIOR ELEVATION KEY ANADDRESS NUMBER (6" TALL TEXT)BRICK1 MODULAR BRICK (LITE TAN)BRICK2 MODULAR BRICK (DARK BROWN/CHARCOAL)BAL1METAL HUNG BALCONY, BLACKBAL2METAL JULIET BALCONY, BLACKBAL3 METAL GUARD RAIL AT RECESSED BALCONY, BLACKC1 METAL CANOPY, BLACKC2 METAL CANOPY, SILVERCSPRECAST STONE SILLFLFIBER CEMENT LAP SIDING, GRAYFP1FIBER CEMENT FAUX WOOD PANEL, BROWNFP2FIBER CEMENT PANEL (TERRACOTTA) W/ALUMINUM REVEALSLDLOADING DOCK OVERHEAD DOORLSDECORATIVE LOUVER SCREEN MAMETAL ARBOR, BLACKMC1METAL PROJECTING CORNICE, BLACKMC2 METAL PROJECTING CORNICE, SILVERMDMETAL DOORMP1METAL PANEL, LARGE SCALE PANELS WITH REVEALS AS SHOWN. SILVERMP2METAL PANEL, RANDOM WIDTH VERTICAL REVEALS, WHITEMPVMAGIC PAK VENT, PAINTED TO MATCH ADJACENT WALL MATERIALMR1STANDING SEAM METAL ROOF, DARK GREYMSMETAL STAIRS, BLACKS1SIGNAGE - RAISED METAL 20" HIGH LETTERSS2SIGNAGE - RAISED METAL 10" HIGH LETTERS S3SIGNAGE - RETAIL (8'-0" WIDE X 9'-6" HIGH)SF1STOREFRONT, BLACKSF2 STOREFRONT, SILVER SGSPANDREL GLASS VGAPPLIED WINDOW GRAPHICWWINDOW (FIBERGLASS), BLACK8' - 0"1" X 6" CEDAR SLAT1" X 2" CEDAR SLAT 4" X 4" CEDAR POSTSPACING1" TYPFOOTING10' - 0"8' - 0"BRICK1FP1MP1MC1COPYRIGHT 2014 BY LHB, INC. ALL RIGHTS RESERVED.701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029Project Number:VENUEWest 78TH StreetChanhassen, MN5.19.2017150769A-6 1/16" = 1'-0"1East Presentation 1/16" = 1'-0"2North Presentation 3/4" = 1'-0"3FENCE 1/8" = 1'-0"4MONUMENT SIGN ELEVATION COPYRIGHT 2014 BY LHB, INC. ALL RIGHTS RESERVED. 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 Project Number: VENUE West 78TH Street Chanhassen, MN 5.19.2017 150769 A-7A-7 Perspective looking SE from W 78th St. MARKET ST.W 78TH ST.N COPYRIGHT 2014 BY LHB, INC. ALL RIGHTS RESERVED. 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 Project Number: VENUE West 78TH Street Chanhassen, MN 5.19.2017 150769 A-7A-8 MARKET ST.W 78TH ST.MARKET ST W 78TH ST N Perspective view of Venue from Market St looking NE COPYRIGHT 2014 BY LHB, INC. ALL RIGHTS RESERVED. 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 Project Number: VENUE West 78TH Street Chanhassen, MN 5.19.2017 150769 A-7A-9 Perspective looking SE from W 78th St. MARKET ST.W 78TH ST.N COPYRIGHT 2014 BY LHB, INC. ALL RIGHTS RESERVED. 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 Project Number: VENUE West 78TH Street Chanhassen, MN 5.19.2017 150769 A-7A-10 2. South Residential Entrance plaza 1. NE Residential Entrance plaza MARKET ST.W 78TH ST.MARKET ST W 78TH ST 2 N 1 S88°06'20"E 167.77N00°34'02"E7.00S88°06'26"E 168.13S01°52'17"W49.90S5 9 ° 1 3 ' 4 8 "W 9 9 . 9 9 S00°40'53"W 198.52 S00°40'53"W 78.92 S89°51'29"E54.37S00°08'32"W 90.12S79°32'13"W31.70S10°27'47"E98.29S00°08'32"W 63.25 S18°34'38"W41.32S18°34'38"W6.11S00°08'32"W 110.00S79°32'00"W 305.22 N00°08'32"E 147.78 N89°53'01"E45.42N00°02'02"W 113.53N44°54'03"W27.40N00°02'02"W16.19N15°52'37"W29.93N00°02'02"W 123.94S89°56'40"W2.99N00°08'32"E 217.811/2" IronRLS 143451/2" IronRLS 453561/2" IronRLS 217291/2" IronRLS 217291/2" IronRLS 217291/2" IronRLS 217291/2" IronRLS 441231/2" IronRLS 217291/2" IronRLS 441231/2" IronRLS 441231/2" IronRLS 441231/2" IronRLS 45356Mag NailMag NailMag NailMag Nail1/2" IronMag NailMag NailMag NailChiseled XChiseled XChiseled XChiseled XChiseled X1/2" Iron78TH STREET WESTParcel AParcel CParcel BN17°52'40"E (deed)N00°33'26"W (deed){Chanhassen Lodging, LLC}{Chanhassen Properties, LLC}{Kraus-Anderson, Inc.}{Twin Cities & Western Railroad}{City of Chanhassen}{Southwest Transit}{New Chanhassen Holding Company, LLC}Southerly (deed)N78°50'15"E (deed)N11°09'45"W(deed)Southerly (deed)SE CornerOutlot AFrontier Cinema AdditionE. Line Outlot A E. Line Outlot A NE CornerOutlot AFrontier Cinema AdditionN00°33'27"W (deed)40.00 S89°26'33"W (deed)N00°01'05"W (deed)S01°10'19"W (Chanhassen Transit Station)S 5 8 ° 3 1 ' 5 0 " W ( C h a n h a s s e n T r a n s i t S t a t i o n ) S00°01'05"E (ChanhassenTransit Station)S88°48'24"W(Chanhassen Transit Station)N00°07'56"W (Chanhassen Transit Station)TWIN CITIES & WESTERN RAILROADGREAT PLAINS BOULEVARD(Right of Way Width Varies)(Right of Way Width Varies)MARKET BOULEVARD(Right of Way Width Varies)PROJECTTITLESHEETTHIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC.AND MAY NOT BE USED, COPIED OR DUPLICATEDWITHOUT PRIOR WRITTEN CONSENT.DATEREVISION SCHEDULEDESCRIPTIONBY20280 ALTA - FAPROJECT NO.FILE NAMEDRAWN BYDESIGNED BYORIGINAL ISSUE DATECLIENT PROJECT NO.REVIEWED BY 4OF-KH--17-20280--/--/--CHANHASSENMINNESOTA1ALTA/NSPSLAND TITLESURVEYUNITEDPROPERTIESTHE VENUEI HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OFMINNESOTA.DATELIC. NO.43110DANIEL L. STUEBERNW 1/4 SEC. 13, TWP. 116, RGE. 23SITEVICINITY MAP(NOT TO SCALE)Carver County, MinnesotaNW 1/4NW 1/4NE 1/4N W 1 / 4SE 1/4NE 1/4SW 1/4N W 1 / 4DESCRIPTION REFERENCED FROM SCHEDULE A:(Per Policy No. NCS-842982-MPLS)Lot 2, Block 1, Frontier Cinema Addition, Carver County, Minnesota.AndOutlot A, Frontier Cinema Addition, EXCEPT that part thereof now platted intoChanhassen Transit Station, described as follows:Commencing at the southeast corner of said Outlot A, Frontier Cinema Addition,Carver County, Minnesota; thence North 00 degrees 33 minutes 26 seconds West,an assumed bearing, along the east line of said Outlot A, a distance of 110.00 feet;thence North 17 degrees 52 minutes 40 seconds East along said east line of OutlotA, a distance of 6.11 feet to the point of beginning; thence North 11 degrees 09minutes 45 seconds West a distance of 98.29 feet; thence North 78 degrees 50minutes 15 seconds East a distance of 31.70 feet to said east line of Outlot A;thence southerly along said east line of Outlot A to the point of beginning.AndLot 3, Block 1, Chanhassen Transit Station, EXCEPT that part of said Lot 3 lyingsoutherly of Lot 2, Block 1, said Chanhassen Transit Station, and easterly of thefollowing described line:Beginning at the northeast corner of Outlot A, Frontier Cinema Addition, saidCarver County, Minnesota; thence North 00 degrees 33 minutes 27 seconds West,assumed bearing along the northerly extension of the east line of said Outlot A, adistance of 40.00 feet; thence South 89 degrees 26 minutes 33 seconds West adistance of 54.37 feet to the southerly extension of the west line of said Lot 2;thence North 00 degrees 01 minutes 05 seconds West, along said line extended adistance of 78.92 feet to the southernmost corner of said west line and said linethere terminating, Carver County, Minnesota.NOTES:1. The client has provided a commitment for title insurance issued by First AmericanTitle Insurance Company, having an effective date of April 2, 2017, bearing PolicyNo. NCS-842982-MPLS, which is the basis of this survey.2. Fee ownership at time of survey is vested in Bloomberg Companies Incorporated,a Minnesota corporation, per Policy No. NCS-842982-MPLS.3. Bearings shown hereon are based upon the plat of Frontier Cinema Addition.4. Subsurface and environmental conditions were not examined or considered duringthe process of this survey. No statement is made concerning the existence ofunderground or overhead containers or facilities that may affect the use ordevelopment of the surveyed property.5. The surveyed property appears to have access to 78th Street West and MarketBoulevard. A driveway entrance exists on 78th Street West. Easements in Doc.No. 387169 and Doc. No. 387172 grant access to Market Boulevard. A road isconstructed through Outlot B, Chanhassen Transit Station, which is owned by theCity of Chanhassen. Said road connects to Great Plains Boulevard.NOTES con't,:6. First American Title Insurance Company, Policy No. NCS-842982-MPLS,Schedule B-2 Exceptions (survey related):11. Rights of Chicago, Milwaukee, St. Paul and Pacific Railroad Company ascontained in Deed filed in Book V pages 227, railroad right of way is adjacentto the surveyed property.12. Terms, conditions and easement for utility, street and drainage purposes,including any incidental rights, in favor of the City of Chanhassen, amunicipal corporation, as contained in the Easement Agreement dated July31, 1987, recorded July 28, 1988 as Document No. 97955 do affect thesurveyed property and are plotted and shown.13. Terms, conditions and easements for driveway and parking purposes ascontained in the Easement Declaration dated December 5, 1989, recordedDecember 6, 1989 as Document No. 110472 do not affect the surveyedproperty.14. Easements for driveway and parking purposes as contained in theEasement Declaration dated October 24, 1990, recorded October 30, 1990as Document No. 119111 do affect the surveyed property and are plottedand shown.Above Easement Declaration was modified by Easement Declaration (FirstAmendment), dated July 18, 1997, recorded July 24, 1997, as Document No.213640 does not affect the surveyed property.15. Terms, conditions and easements for access and parking purposes ascontained in the Easement Declaration for Parking and Access dated July18, 1997, recorded July 24, 1997 as Document No. 213629 do affect thesurveyed property and are plotted and shown.Above Easement Declaration for Parking and Access was modified by PartialRelease of Easement for Parking and Access, dated January 4, 2010,recorded January 4, 2010, as Document No. 512999 does affect thesurveyed property and is plotted and shown. Said document partiallyreleases easement from Document No. 213630.Above Easement Declaration for Parking and Access was modified by PartialRelease of Easement for Parking and Access, dated January 4, 2010,recorded January 4, 2010, as Document No. 513000 does not affect thesurveyed property.16.Terms, conditions and easement for parking purposes as contained in theEasement Declaration for Parking dated July 18, 1997, recorded July 24,1997 as Document No. 213630 do affect the surveyed property and areplotted and shown.Above Easement Declaration for Parking was modified by Partial Release ofEasement for Parking, dated January 4, 2010, recorded January 4, 2010, asDocument No. 513001 does affect the surveyed property and is plotted andshown.0SCALE IN FEET60 120NOTES con't,:6. First American Title Insurance Company, Policy No. NCS-842982-MPLS,Schedule B-2 Exceptions (survey related) con't.:25. Easement for street, drainage and utility purposes, including any incidentalrights, in favor of the City of Chanhassen as contained in the Grant ofPermanent Easement dated December 14, 2009, recorded December 29,2009 as Document No. 512766 does affect the surveyed property and isplotted and shown.26. Terms and conditions of Resolution 2009-100, approving a final plat creatingChanhassen Transit Station, dated December 14, 2009, recorded December29, 2009 as Document No. 512772 do affect the surveyed property, it isunknown if all conditions have been met.28. Terms and conditions of the Contract For Deed, between BloombergCompanies Incorporated, a Minnesota corporation, Seller, and ChanhassenFrontier LLC, a Delaware limited liability company, Purchaser, datedFebruary 15, 2017, recorded February 22, 2017 as Document No. 641671do affect the surveyed property, it is unknown if all conditions have been met.7. There were no observed possible encroachments on the surveyed property otherthan those shown on the survey.8. There was no observed evidence of a cemetery or burial ground within thesurveyed property.9. The word 'certify' or 'certificate' is an expression of professional opinion regardingthe facts of the survey and does not constitute a warranty or guarantee, expressor implied.10. Deeds for adjoiners to the surveyed property were not provided with titledocumentation and therefore not reviewed as part of this survey.OPTIONAL TABLE A ITEMS:1. Monuments to be set as part of this survey are shown hereon.3. The flood zone classification/limits depicted hereon, if any, are subject to mapscale uncertainty. The surveyed property shown on this survey map is in FloodZone C (areas of minimal flooding), according to Flood Insurance Rate MapCommunity Panel No. 270051 0005 B, published by the Federal EmergencyManagement Agency, effective date July 2, 1979.4. Gross land area is shown hereon. AREA TABLE:Parcel A: 104,262 sq. ft. - 2.394 acresParcel B: 34,173 sq. ft. - 0.784Parcel C: 36,744 sq. ft. - 0.844 acresTotal Area: 175,180 sq. ft. - 4.022 acres9. Number and type (e.g., disabled, motorcycle, regular and other markedspecialized types) of clearly identifiable parking spaces on surface parking areas,lots, and in parking structures. Striping of clearly identifiable parking spaces onsurface parking areas and lots. The number of parking stalls observed on thesurveyed property are as follows:Regular - 248Disabled - 5Total - 253OPTIONAL TABLE A ITEMS con't.:11. Location of utilities existing on or serving the surveyed property as determined byobserved evidence together with evidence from plans obtained from utilitycompanies or provided by client, and markings by utility companies and otherappropriate sources. Location of all utilities shown and plotted are approximate,based on Gopher State One Call on March 9, 2017, Ticket Number 170681218.Location of all utilities shown and plotted are based on visible surfaceidentification, and/or drawings provided by utility companies contacted by theGopher State One Call. Utility lines in street right-of-way are not necessarilycomplete. Private utility lines, may not be located per the Gopher State One Call,available record drawings were used in preparing the location of these lines.Excavations were not made during the process of this survey to locateunderground utilities and/or structures. Additional underground utilities and/orstructures may be encountered. Contact Gopher State One Call NotificationCenter for verification of utility type and field location, prior to excavation. PerGopher State One Call Ticket Number 170681218, the following utilities werenotified:Name Phone No. Name Phone No.Centurylink (855)742-6062 Mediacom (515)559-5690Lightcore (855)742-6062 MCI (800)624-9675Mediacom (800)778-9140 Xcel Energy (800)848-7558Center Point Energy (406)541-9571 Zayo Bandwidth (763)230-3870Jaguar Communications (507)355-1504 City Of Chanhassen (952)227-130013. Names of adjoining owners according to Carver County GIS are shown on thissurvey.CERTIFICATION OF SURVEYOR:To: Bloomberg Companies Incorporated and First American Title InsuranceCompany:This is to certify that this map or plat and the survey on which it is based weremade in accordance with the 2016 Minimum Standard Detail Requirements forALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA andNSPS, and includes Items 1, 3, 4, 9, 11, and 13 of Table A thereof. Thefieldwork was completed on April 19, 2017.Date: xxSigned: _____________________________________________ Daniel L. Stueber, Licensed Land Surveyor Minnesota License No. 43110 ISG 115 E. Hickory Street Suite 300 Mankato, MN 56001 (507)-387-6651 www.is-grp.com dan.stueber@is-grp.comDRAFTGreat PlainsBlvdMarket Blvd 78th Street WLEGEND Iron Monument Found Indicates Set Mag NailNOTES con't,:6. First American Title Insurance Company, Policy No. NCS-842982-MPLS,Schedule B-2 Exceptions (survey related) con't.:17. Terms, conditions and easement for gas pipeline purposes, including anyincidental rights, in favor of Minnegasco, a division of NorAm Energy Corp., aDelaware corporation, as contained in the Easement dated October 7, 1997,recorded November 5, 1997 as Document No. 217929 do affect thesurveyed property and are plotted and shown.21. Terms, conditions and easements for ingress, egress, access and parkingpurposes as contained in the Easement Agreement for Access and Parkingdated April 7, 2004, recorded May 20, 2004 as Document No. 387168 doesaffect the surveyed property and are plotted and shown. The descriptioncontained in Exhibit E can be interpreted two different ways, bothinterpretations are shown on this survey.Above Easement Agreement for Access and Parking was modified by PartialRelease of Easements, dated January 4, 2010, recorded January 4, 2010,as Document No. 513004 does not affect the surveyed property.Above Easement Agreement for Access and Parking was modified byRelease of Easements, dated January 4, 2010, recorded January 4, 2010,as Document No. 513005 does not affect easements in Doc. No. 387168.22. Terms, conditions and easements for ingress, egress, access, parking andshelter purposes as contained in the Agreement for Easement Parking,Access, and Passenger Shelter, and Maintenance Obligations dated April 7,2004, recorded May 20, 2004 as Document No. 387169 do affect thesurveyed property and are plotted and shown.Above Agreement for Easement Parking, Access, and Passenger Shelter,and Maintenance Obligations was modified by Partial Release of Easements,dated January 4, 2010, recorded January 4, 2010, as Document No. 513004does not affect the surveyed property.Above Agreement for Easement Parking, Access, and Passenger Shelter,and Maintenance Obligations was modified by Release of Easements, datedJanuary 4, 2010, recorded January 4, 2010, as Document No. 513005 doesaffect the surveyed property. The easements vacated from Doc. No. 387169are not shown on this survey.23. Terms, conditions and easement for access purposes as contained in theAccess Easement Agreement dated April 7, 2004, recorded May 20, 2004 asDocument No. 387172 do affect the surveyed property and are plotted andshown.24. Easement for sanitary sewer and watermain purposes, including anyincidental rights, in favor of the City of Chanhassen as contained in the Grantof Permanent Easement dated December 14, 2009, recorded December 29,2009 as Document No. 512765 does affect the surveyed property and isplotted and shown. CCC CCCCCCCCCCCCC CCC1939326272426158121211111010PROPOSED RETAILDATED: 5/11/2017FFE = 973.30PROPOSED RESIDENTIALDATED: 5/11/2017FFE = 963.13Access & Parking EasementPer Doc. No. A387168Ex B Parcel 1Access & Parking EasementPer Doc. No. A387168Ex B Parcel 2 (All of OL A)Access & Parking EasementPer Doc. No. A387168Ex B Parcel 3Stree t , D ra inage & U t i l i ty Easemen tPer Doc . No . A512766Access Easemen tPer Doc . No . A387169Ex A-1Access Easemen tPer Doc . No . A387172Highway, Drainage &Utility EasementPer Doc. No. 97955Driveway EasementPer Doc. No. 119111 Parking EasementPer Doc. No. 119111Parking EasementPer Doc. No. 119111Gas Facilities Easement Per Doc. No. 217929 Sanitary & WatermainEasementPer Doc. No. A512765710 78TH STREET WESTMARKET BLVDVehicular EasementPer Doc. No. A387168Ex EVehicular EasementPer Doc. No. A387168Ex E34Access & Parking EasementPer Doc. No. 213629Parking EasementPer Doc. No. 213630(All of OL A)As Amended PerDoc. Nos. 512999 & 513001Frontier ParcelPer Doc. No. 119111TWIN CITIES & WESTERN RAILROADI HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OFMINNESOTA.DATELIC. NO.43110DANIEL L. STUEBERPROJECTTITLESHEETTHIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC.AND MAY NOT BE USED, COPIED OR DUPLICATEDWITHOUT PRIOR WRITTEN CONSENT.DATEREVISION SCHEDULEDESCRIPTIONBY20280 ALTA - FAPROJECT NO.FILE NAMEDRAWN BYDESIGNED BYORIGINAL ISSUE DATECLIENT PROJECT NO.REVIEWED BY 4OF-KH--17-20280--/--/--CHANHASSENMINNESOTA2ALTA/NSPSLAND TITLESURVEYUNITEDPROPERTIESTHE VENUE0SCALE IN FEET40 80NW 1/4 SEC. 13, TWP. 116, RGE. 23SITEVICINITY MAP(NOT TO SCALE)Carver County, MinnesotaNW 1/4NW 1/4NE 1/4N W 1 / 4SE 1/4NE 1/4SW 1/4N W 1 / 4 Great PlainsBlvdMarket Blvd 78th Street WBituminous SurfaceConcrete SurfaceExisting BuildingIron Monument FoundLEGENDDRAFT6. First American Title Insurance Company, Policy No. NCS-842982-MPLS,Schedule B-2 Exceptions (survey related):11. Rights of Chicago, Milwaukee, St. Paul and Pacific Railroad Company ascontained in Deed filed in Book V pages 227, railroad right of way is adjacentto the surveyed property.12. Terms, conditions and easement for utility, street and drainage purposes,including any incidental rights, in favor of the City of Chanhassen, amunicipal corporation, as contained in the Easement Agreement dated July31, 1987, recorded July 28, 1988 as Document No. 97955 do affect thesurveyed property and are plotted and shown.13. Terms, conditions and easements for driveway and parking purposes ascontained in the Easement Declaration dated December 5, 1989, recordedDecember 6, 1989 as Document No. 110472 do not affect the surveyedproperty.14. Easements for driveway and parking purposes as contained in theEasement Declaration dated October 24, 1990, recorded October 30, 1990as Document No. 119111 do affect the surveyed property and are plottedand shown.Above Easement Declaration was modified by Easement Declaration (FirstAmendment), dated July 18, 1997, recorded July 24, 1997, as Document No.213640 does not affect the surveyed property.15. Terms, conditions and easements for access and parking purposes ascontained in the Easement Declaration for Parking and Access dated July18, 1997, recorded July 24, 1997 as Document No. 213629 do affect thesurveyed property and are plotted and shown.Above Easement Declaration for Parking and Access was modified by PartialRelease of Easement for Parking and Access, dated January 4, 2010,recorded January 4, 2010, as Document No. 512999 does affect thesurveyed property and is plotted and shown. Said document partiallyreleases easement from Document No. 213630.Above Easement Declaration for Parking and Access was modified by PartialRelease of Easement for Parking and Access, dated January 4, 2010,recorded January 4, 2010, as Document No. 513000 does not affect thesurveyed property.16.Terms, conditions and easement for parking purposes as contained in theEasement Declaration for Parking dated July 18, 1997, recorded July 24,1997 as Document No. 213630 do affect the surveyed property and areplotted and shown.Above Easement Declaration for Parking was modified by Partial Release ofEasement for Parking, dated January 4, 2010, recorded January 4, 2010, asDocument No. 513001 does affect the surveyed property and is plotted andshown.6. First American Title Insurance Company, Policy No. NCS-842982-MPLS,Schedule B-2 Exceptions (survey related) con't.:25. Easement for street, drainage and utility purposes, including any incidentalrights, in favor of the City of Chanhassen as contained in the Grant ofPermanent Easement dated December 14, 2009, recorded December 29,2009 as Document No. 512766 does affect the surveyed property and isplotted and shown.26. Terms and conditions of Resolution 2009-100, approving a final plat creatingChanhassen Transit Station, dated December 14, 2009, recorded December29, 2009 as Document No. 512772 do affect the surveyed property, it isunknown if all conditions have been met.28. Terms and conditions of the Contract For Deed, between BloombergCompanies Incorporated, a Minnesota corporation, Seller, and ChanhassenFrontier LLC, a Delaware limited liability company, Purchaser, datedFebruary 15, 2017, recorded February 22, 2017 as Document No. 641671do affect the surveyed property, it is unknown if all conditions have been met.17. Terms, conditions and easement for gas pipeline purposes, including anyincidental rights, in favor of Minnegasco, a division of NorAm Energy Corp., aDelaware corporation, as contained in the Easement dated October 7, 1997,recorded November 5, 1997 as Document No. 217929 do affect thesurveyed property and are plotted and shown.21. Terms, conditions and easements for ingress, egress, access and parkingpurposes as contained in the Easement Agreement for Access and Parkingdated April 7, 2004, recorded May 20, 2004 as Document No. 387168 doesaffect the surveyed property and are plotted and shown. The descriptioncontained in Exhibit E can be interpreted two different ways, bothinterpretations are shown on this survey.Above Easement Agreement for Access and Parking was modified by PartialRelease of Easements, dated January 4, 2010, recorded January 4, 2010,as Document No. 513004 does not affect the surveyed property.Above Easement Agreement for Access and Parking was modified byRelease of Easements, dated January 4, 2010, recorded January 4, 2010,as Document No. 513005 does not affect easements in Doc. No. 387168.22. Terms, conditions and easements for ingress, egress, access, parking andshelter purposes as contained in the Agreement for Easement Parking,Access, and Passenger Shelter, and Maintenance Obligations dated April 7,2004, recorded May 20, 2004 as Document No. 387169 do affect thesurveyed property and are plotted and shown.Above Agreement for Easement Parking, Access, and Passenger Shelter,and Maintenance Obligations was modified by Partial Release of Easements,dated January 4, 2010, recorded January 4, 2010, as Document No. 513004does not affect the surveyed property.Above Agreement for Easement Parking, Access, and Passenger Shelter,and Maintenance Obligations was modified by Release of Easements, datedJanuary 4, 2010, recorded January 4, 2010, as Document No. 513005 doesaffect the surveyed property. The easements vacated from Doc. No. 387169are not shown on this survey.23. Terms, conditions and easement for access purposes as contained in theAccess Easement Agreement dated April 7, 2004, recorded May 20, 2004 asDocument No. 387172 do affect the surveyed property and are plotted andshown.24. Easement for sanitary sewer and watermain purposes, including anyincidental rights, in favor of the City of Chanhassen as contained in the Grantof Permanent Easement dated December 14, 2009, recorded December 29,2009 as Document No. 512765 does affect the surveyed property and isplotted and shown.NOTE:Proposed site improvements are shown as orange onthis sheet. At this time, proposed improvements havenot been finalized and are subject to change. CCC CCCCCCCCCCCCC CCC1939326272426158121211111010PROPOSED RETAILDATED: 5/11/2017FFE = 973.30PROPOSED RESIDENTIALDATED: 5/11/2017FFE = 963.13Access & Parking EasementPer Doc. No. A387168Ex B Parcel 1Access & Parking EasementPer Doc. No. A387168Ex B Parcel 2 (All of OL A)Access & Parking EasementPer Doc. No. A387168Ex B Parcel 3Stree t , D ra inage & U t i l i ty Easemen tPer Doc . No . A512766Access Easemen tPer Doc . No . A387169Ex A-1Access Easemen tPer Doc . No . A387172Highway, Drainage &Utility EasementPer Doc. No. 97955Driveway EasementPer Doc. No. 119111 Parking EasementPer Doc. No. 119111Parking EasementPer Doc. No. 119111Gas Facilities Easement Per Doc. No. 217929 Sanitary & WatermainEasementPer Doc. No. A512765710 78TH STREET WESTMARKET BLVDVehicular EasementPer Doc. No. A387168Ex EVehicular EasementPer Doc. No. A387168Ex E34Access & Parking EasementPer Doc. No. 213629Parking EasementPer Doc. No. 213630(All of OL A)As Amended PerDoc. Nos. 512999 & 513001Frontier ParcelPer Doc. No. 119111TWIN CITIES & WESTERN RAILROADI HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OFMINNESOTA.DATELIC. NO.43110DANIEL L. STUEBERPROJECTTITLESHEETTHIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC.AND MAY NOT BE USED, COPIED OR DUPLICATEDWITHOUT PRIOR WRITTEN CONSENT.DATEREVISION SCHEDULEDESCRIPTIONBY20280 ALTA - FAPROJECT NO.FILE NAMEDRAWN BYDESIGNED BYORIGINAL ISSUE DATECLIENT PROJECT NO.REVIEWED BY 4OF-KH--17-20280--/--/--CHANHASSENMINNESOTA3ALTA/NSPSLAND TITLESURVEYUNITEDPROPERTIESTHE VENUE0SCALE IN FEET40 80NW 1/4 SEC. 13, TWP. 116, RGE. 23SITEVICINITY MAP(NOT TO SCALE)Carver County, MinnesotaNW 1/4NW 1/4NE 1/4N W 1 / 4SE 1/4NE 1/4SW 1/4N W 1 / 4 Great PlainsBlvdMarket Blvd 78th Street WBituminous SurfaceConcrete SurfaceExisting BuildingIron Monument FoundLEGENDDRAFT6. First American Title Insurance Company, Policy No. NCS-842982-MPLS,Schedule B-2 Exceptions (survey related):11. Rights of Chicago, Milwaukee, St. Paul and Pacific Railroad Company ascontained in Deed filed in Book V pages 227, railroad right of way is adjacentto the surveyed property.12. Terms, conditions and easement for utility, street and drainage purposes,including any incidental rights, in favor of the City of Chanhassen, amunicipal corporation, as contained in the Easement Agreement dated July31, 1987, recorded July 28, 1988 as Document No. 97955 do affect thesurveyed property and are plotted and shown.13. Terms, conditions and easements for driveway and parking purposes ascontained in the Easement Declaration dated December 5, 1989, recordedDecember 6, 1989 as Document No. 110472 do not affect the surveyedproperty.14. Easements for driveway and parking purposes as contained in theEasement Declaration dated October 24, 1990, recorded October 30, 1990as Document No. 119111 do affect the surveyed property and are plottedand shown.Above Easement Declaration was modified by Easement Declaration (FirstAmendment), dated July 18, 1997, recorded July 24, 1997, as Document No.213640 does not affect the surveyed property.15. Terms, conditions and easements for access and parking purposes ascontained in the Easement Declaration for Parking and Access dated July18, 1997, recorded July 24, 1997 as Document No. 213629 do affect thesurveyed property and are plotted and shown.Above Easement Declaration for Parking and Access was modified by PartialRelease of Easement for Parking and Access, dated January 4, 2010,recorded January 4, 2010, as Document No. 512999 does affect thesurveyed property and is plotted and shown. Said document partiallyreleases easement from Document No. 213630.Above Easement Declaration for Parking and Access was modified by PartialRelease of Easement for Parking and Access, dated January 4, 2010,recorded January 4, 2010, as Document No. 513000 does not affect thesurveyed property.16.Terms, conditions and easement for parking purposes as contained in theEasement Declaration for Parking dated July 18, 1997, recorded July 24,1997 as Document No. 213630 do affect the surveyed property and areplotted and shown.Above Easement Declaration for Parking was modified by Partial Release ofEasement for Parking, dated January 4, 2010, recorded January 4, 2010, asDocument No. 513001 does affect the surveyed property and is plotted andshown.6. First American Title Insurance Company, Policy No. NCS-842982-MPLS,Schedule B-2 Exceptions (survey related) con't.:25. Easement for street, drainage and utility purposes, including any incidentalrights, in favor of the City of Chanhassen as contained in the Grant ofPermanent Easement dated December 14, 2009, recorded December 29,2009 as Document No. 512766 does affect the surveyed property and isplotted and shown.26. Terms and conditions of Resolution 2009-100, approving a final plat creatingChanhassen Transit Station, dated December 14, 2009, recorded December29, 2009 as Document No. 512772 do affect the surveyed property, it isunknown if all conditions have been met.28. Terms and conditions of the Contract For Deed, between BloombergCompanies Incorporated, a Minnesota corporation, Seller, and ChanhassenFrontier LLC, a Delaware limited liability company, Purchaser, datedFebruary 15, 2017, recorded February 22, 2017 as Document No. 641671do affect the surveyed property, it is unknown if all conditions have been met.17. Terms, conditions and easement for gas pipeline purposes, including anyincidental rights, in favor of Minnegasco, a division of NorAm Energy Corp., aDelaware corporation, as contained in the Easement dated October 7, 1997,recorded November 5, 1997 as Document No. 217929 do affect thesurveyed property and are plotted and shown.21. Terms, conditions and easements for ingress, egress, access and parkingpurposes as contained in the Easement Agreement for Access and Parkingdated April 7, 2004, recorded May 20, 2004 as Document No. 387168 doesaffect the surveyed property and are plotted and shown. The descriptioncontained in Exhibit E can be interpreted two different ways, bothinterpretations are shown on this survey.Above Easement Agreement for Access and Parking was modified by PartialRelease of Easements, dated January 4, 2010, recorded January 4, 2010,as Document No. 513004 does not affect the surveyed property.Above Easement Agreement for Access and Parking was modified byRelease of Easements, dated January 4, 2010, recorded January 4, 2010,as Document No. 513005 does not affect easements in Doc. No. 387168.22. Terms, conditions and easements for ingress, egress, access, parking andshelter purposes as contained in the Agreement for Easement Parking,Access, and Passenger Shelter, and Maintenance Obligations dated April 7,2004, recorded May 20, 2004 as Document No. 387169 do affect thesurveyed property and are plotted and shown.Above Agreement for Easement Parking, Access, and Passenger Shelter,and Maintenance Obligations was modified by Partial Release of Easements,dated January 4, 2010, recorded January 4, 2010, as Document No. 513004does not affect the surveyed property.Above Agreement for Easement Parking, Access, and Passenger Shelter,and Maintenance Obligations was modified by Release of Easements, datedJanuary 4, 2010, recorded January 4, 2010, as Document No. 513005 doesaffect the surveyed property. The easements vacated from Doc. No. 387169are not shown on this survey.23. Terms, conditions and easement for access purposes as contained in theAccess Easement Agreement dated April 7, 2004, recorded May 20, 2004 asDocument No. 387172 do affect the surveyed property and are plotted andshown.24. Easement for sanitary sewer and watermain purposes, including anyincidental rights, in favor of the City of Chanhassen as contained in the Grantof Permanent Easement dated December 14, 2009, recorded December 29,2009 as Document No. 512765 does affect the surveyed property and isplotted and shown.NOTE:Proposed site improvements are shown as orange onthis sheet. At this time, proposed improvements havenot been finalized and are subject to change. GGVACGMACACACGMGMACPIVPIVGMGMGMGMGMPIV78TH STREET WESTTWIN CITIES & WESTERN RAILROADGREAT PLAINS BOULEVARD(Right of Way Width Varies)(Right of Way Width Varies)MARKET BOULEVARD(Right of Way Width Varies)UUI HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OFMINNESOTA.DATELIC. NO.43110DANIEL L. STUEBERPROJECTTITLESHEETTHIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC.AND MAY NOT BE USED, COPIED OR DUPLICATEDWITHOUT PRIOR WRITTEN CONSENT.DATEREVISION SCHEDULEDESCRIPTIONBY20280 ALTA - FAPROJECT NO.FILE NAMEDRAWN BYDESIGNED BYORIGINAL ISSUE DATECLIENT PROJECT NO.REVIEWED BY 4OF-KH--17-20280--/--/--CHANHASSENMINNESOTA4ALTA/NSPSLAND TITLESURVEYUNITEDPROPERTIESTHE VENUE0SCALE IN FEET60 120NW 1/4 SEC. 13, TWP. 116, RGE. 23SITEVICINITY MAP(NOT TO SCALE)Carver County, MinnesotaNW 1/4NW 1/4NE 1/4N W 1 / 4SE 1/4NE 1/4SW 1/4N W 1 / 4 Great PlainsBlvdMarket Blvd 78th Street WBituminous SurfaceConcrete SurfaceExisting BuildingElectric MeterTransformerGas MeterWater ValveHydrantLight PoleManhole/Catch BasinAir ConditionerCurb StopUtility ManholeIron Monument FoundIndicates 1/2" Dia. x 18"Long Solid Iron Pipe SetWith Plastic Cap MarkedBy ISG, License No. 43110Sanitary Sewer LineStorm Sewer LineWater LineUnderground Gas LineUnderground Electric LineUnderground Utility LineOverhead Utility LineLandscaping EdgeBuilding Canopy Or Deck LineSignPostDeciduous TreeConiferous TreeBushULEGENDDRAFT