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CAS-17_CHANHASSEN SPECIALTY RETAIL (VENTURE PASS PARTNERS, LLC)CHANHASSEN Slmffl0ClALTYdr 14-Ir'da VILLAGE ON THE PONDS LAKE DRIVE & MAIN STREET CHANHASSEN, MINNESOTA ABV -ABOVE ACC -ACCESSIBLE AFF -ABOVE FINISHED FLOOR ARCH -ARCHITECT ALUM -ALUMINUM APPROX -APPROXIMATE BPL -BEARING PLATE BM -BENCH MARK 13LKG -BLOCKING BOT -BOTTOM BOW -BOTTOM OF WALL CIF -CAST-IN-PLACE CB -CATCH BASIN CLG -CEILING CT -CERAMIC TILE CUR -CLEAR (ANCE) CONC -CONCRETE CMU -CONCRETE MASONRY UNIT CONST -CONSTRUCTION CONT -CONTINUE (OUS) CRS -COURSE CJ -CONTROL JOINT DTL -DETAIL DIA -DIAMETER DIM -DIMENSION DR -DOOR DS -DOWNSPOUT DWG -DRAWING DF -DRINKING FOUNTAIN ELECT -ELECTRIC (AL) EL -ELEVATION EQ -EQUAL EXI1 -EXHAUST MAT -MATERIAL ROW -RIGHT OF WAY EXIST -EXISTING MH -MANHOLE KM -ROOM EJ -EXPANSION JOINT MFR -MANUFACTURE RO -ROUGH OPENING EXP -EXPANSION MAS -MASONRY R*S -ROD AND SHELF EF -EXHAUST FAN MO -MASONRY OPENING SHTG -SHEATHING ELEC PNL -ELECTRICAL PANEL MTL -METAL SHR -SHOWER EWC -ELECTRIC WATER COOLER N115C -MISCELLANEOUS SIM -SIMILAR EXT -EXTERIOR NIC -NOT IN CONTRACT 5C -SOLID CORE FFE -FINISHED FLOOR ELEVATION NTS -NOT TO SCALE SPEC -SPECIFICATIONS FPL -FIREPLACE NO -NUMBER SQ -SQUARE FD -FLOOR DRAIN OC -ON CENTER 5 STL -STAINLESS STEEL FTG -FOOTING OPNG -OPENING SD -STORM DRAIN FIND -FOUNDATION OFF -OPPOSITE 5TRUCT -STRUCTURAL FH -FIRE HYDRANT OPH -OPPOSITE HAND 5YM -SYMMETRY ([CAL) GA -GAGE, GAUGE OD -OUTSIDE DIAMETER THK -THICKNESS GALV -GALVANIZED OH -OVERHEAD TOC -TOP OF CONCRETE GC -GENERAL CONTRACTOR OHD -OVERHEAD DOOR T05 -TOP OF SLAB GB -GRAB BAR PAR -PARALLEL TOW -TOP OF WALL HDW -HARDWARE PART -PARTITION T -TREAD HVAC -HEATING / VENTILATION / PVMT -PAVEMENT TYP -TYPICAL AIR CONDITIONING P LAM -PLASTIC LAMINATE TOF -TOP OF FOOTING HT -HEIGHT PL -PLATE UNF -UNFINISHED HC -HANDICAP PT -PRESSURE TREATED UR -URINAL HM -HOLLOW METAL PVC -POLYVINYL CHLORIDE UNO -UNLESS NOTED OTI IER''vVISE HOP, -HORIZONTAL FSF -POUNDS PER SQUARE FOOT VERT -VERTICAL HB -HOSE BIBB P51 -POUNDS PER SQUARE INCH VTR -VENT THRU ROOF INCL -INCLUDE PC -PRECAST WD -WOOD ID -INSIDE DIAMETER PL -PROPERTY LINE WC -WATER CLOSET INSUL -INSULATION PP -POWER POLE WH -WATER HEATER INT -INTERIOR QT -QUARRYTILE WP -WATERPROOFING INV -INVERT R -RADIUS WR -WATER RESISTANT JST -JOIST RA -RETURN AIR WWF -WELDED WIRE FABRIC LAM -LAMINATE RD -ROOF DRAIN W -WIDTH, WIDE LAV -LAVATORY REF -REFERENCE YH -YARD HYDRANT LH -LEFT HAND PIF -ROCK FACE YD -YARD DRAIN LT -LIGHT RH -RIGHT HAND Yl -YARD INLET PROJECT TEAM DEVELOPER: VENTURE PASS PARTNERS, LLC. RANDY RAUWERDINK rrauwerdlnk@verturepa55.net I OG20 WATERFORD COURT (G 1 2) 801-43 13 SHOREWOOD, MN 55331 ARCHITECT: TUSHIE MONTGOMERY ARCHITECTS ANDREW KRENIK - PROJECT ARCHITECT Anciyk@tmlarchltects.com SITE LOCATION GENERAL NOTES ALL NECESSARY AN D/OR REQUIRED TESTS, INSPECTIONS SHOP DRAWING REVIEWS AND DRAWING INTERPRETATIONS, REQUIRED BYTHE GENERAL CONDITIONS, SHALL BE EXECUTED BY A REGISTERED ARCHITECT AND/OR BY A REGISTERED ENGINEER; IF NOT, THE ARCHITECT OF RECORD AND/ OR THE ENGINEER OF RECORD SHALL BE HELD HARMLESS FOR THAT PORTION OF THE WORK IMPROPERLY EXECUTED. THE INSPECTION ARCHITECT AND/OR ENGINEER SHALL BECOME RESPONSIBLE FOR THOSE INSPECTIONS, DECISIONS AND/OR DOCUMENT - INTERPRETATIONS MADE AS THEY RELATE TO THE CONTRACT DOCUMENTS AND THEIR INTENT. ■ DIMENSIONS GIVEN FOR MASONRY ON ARCHITECTURAL DRAWINGS, ARE NOMINAL UNLESS OTHERWISE NOTED. ■ SCALED MEASUREMENTS OF DRAWINGS SHALL NOT BE ALLOWED. ■ DIMENSION FOR STUD WALLS ARE TO FACE OF STUD AND DIMENSIONS FOR MASONRY WALLS ARE TO FACE OF BLOCK UNLESS STATED OTHERWISE. ■ ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES AND MOST STRINGENT SHALL APPLY. PROJECT INFO0 PROPOSED BUILDING SINGLE STORY SPECIALTY RETAIL GROUND FLOOR ................................... 19,909 S.F. BUILDING CONSTRUCTION IS FOR SHELL SPACE ONLY. ANTICIPATED USE 15 RETAIL. INTERIOR LAYOUT AND TENANT CODE EVALUATION TO BE DETERMINED BY TENANT IMPROVEMENT PLANS SUBMITTED UNDER SEPARATE CONTRACT. CODE INFORMATION DRAWINGS AND CONSTRUCTION SHALL COMPLY WITH MINNESOTA 7645 LYNDALE AVENUE SOUTH, # 00 STATE BUILDING CODE INCLUDING INTERNATIONAL BUILDING CODE, (G 12) 86 I -9634 YEAR 2012 EDITION AS ADOPTED, QUALIFIED AND AMENDED BY MINNEAPOLIS, MINNESOTA 55423 FAX (G 1 2) 8G 1-9632 MN SBC JUNE 2, 2015 LANDSCAPE ARCHITECT: TUSHIE MONTGOMERY ARCHITECTS GARY TUSHIE garyt@tmlarchltects.com KEVIN KROEN (DESIGNER) kevink@tmlarchlteCt5.COm 7445 LYNDALE AVENUE SOUTH, # 100 (G 1 21) 8G I -9G3G MINNEAPOLIS, MINNESOTA 55423 FAX (G 12') 8G 1-9632 CIVIL ENGINEER: SAMBATEK MIKE BULTMAN 12500 WHITEWATEP DRIVE, #300 MINNETONKA, MN 55343 MbUltMan@5ambatek.com (7G3) 47G-GO1 O FAX (7G3)47G-8532 MECHANICAL * ELECTRICAL ENGINEER: CAIN THOMAS ASSOICATES JAY CAIN BIRCH LAKE PROFESSIONAL BUILDING 13 10 EAST HIGHWAY 9G WHITE BEAR LAKE, MN 55 1 10 Jcam@calnthoma5,G0M (G5 1) 42G 9549 FAX (G5 1) 42G 5048 TYPE OF CONSTRUCTION I I -B TOTAL BUILDING FOOTPRINT AREA 19,909 5F BUILDING WILL BE 5PRINKLERED PER NFPA 13 IBC TABLE 503 ...................... M OCCUPANCY (MERCANTILE) BASIC ALLOWABLE AREA: 12,500 SF AREA MODIFICATIONS: IBC 504.3 (INCREASE 300% 37,500 SF W/ AUTOMATIC SPRINKLERS) TOTAL ALLOWA13LE AREA: 50,000 SF IBC 505.3.2: ................................ NO SEPARATION REQUIRED (NON5EPERATED OCCUPANCY) BUILDING AREA OF 19,909 SF <50,000 SF OCCUPANT LOAD: IBC TABLE 1004. 1 . 1 19,909/30 = GG4 OCCUPANTS EXIT ACCESS REQUIREMENTS: IBC 1014.3: EXC. # I COMMON PATH OF EGRESS TRAVEL < 75' DISTANCE PROVIDED <75' IBC TABLE 101 5. 1: 4 EXITS PROVIDED IBC 10 1 5.2. 1: EXC. #2 SEPARATE DISTANCE BETWEEN EXITS SHALL BE > 1/3 DIAGONAL DISTANCE DISTANCE PROVIDED > 1/3 IBC TABLE 101 G. 1: MAXIMUM TRAVEL DISTANCE W/ AUTOMATIC SPRINKLERS: 250' MAXIMUM PROVIDED DISTANCE IS <250' 0 DRAWING INDEX C5 COVER SHEET SURVEY CIVIL T U S H I E MONTGOMERY CI.OI TITLE SHEET C2.01 EXISTING CONDITIONS A R C H I T E C T S C2.02 DEMOLITION PLAN 7645 LYNDALE AVENUE SOUTH, #100 C2.03 PRELIMINARY PLAT MINNEAPOLIS, MINNESOTA 55423-4084 C3.01 CIVIL SITE PIAN G 1 2. 8G I. 3G3G FAX: G 1 2. www TMIARCHITECTS 8G 1. 9G32 COM C4.01 GRADING PIAN C5.0I EROSION CONTROL PLAN - PHASE I C5.02 EROSION CONTROL PLAN - PHASE I C5.03 EROSION CONTROL DETAILS CG.01 UTILITY PLAN C7.01 CONSTRUCTION DETAILS C7.02 CONSTRUCTION DETAILS C7.03 CONSTRUCTION DETAILS C7.04 CONSTRUCTION DETAILS ARCHITECTURAL LI.O SITE PLAN L2.0 PLANTING PIAN L3.0 SITE DETAILS ''ols ♦ \ (z L3.1 PLANTING DETAILS v "-a L4.0 SITE LIGHTING „ _:: ,: ui Q A1.0 FLOOR PLAN0. A I . I ROOF PLAN � A2.0 ELEVATIONS (WITHOUT LANDSCAPING) CD� e A2.1 ELEVATIONS (WITH LANDSCAPING) A2.2 PERSPECTIVES W UJ CITY OF CHANHASSENcz r %1 RECEIVEn v JUIa ru15Cz 514!I�lR98ENP�ANNINGDEPT = u` Z r JUN + l5 � PREPARED 17OP: VENTURE# PASS' PARTNIAS ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSEN"1OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER M',' DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: Andrew Krenik SIGNATURE: DATE: OG/16/2015 LICENSE #: xxxxx Drawn By: SS Checked By: AK Revi5ion5 # Addendums OG105/ 1 5 City Submittal OG/ 18/ 15 City Re5ubmlttal RY. F09 O o RSG-��oN G 215027A Cover Sheet -CS-- 6/16/2015 11:52:44 AM m 0 2014 Tuslne Montgomery 4 Associates, Inc. F- F/ A IN �/ I I I ,� I , �- ANDSCAPE ��e .` °� LEGEND V I L_ L_ / A, L_ ./ F r- rN IN kNORTH AREA A. l - / • FOUND MONUMENT Do I-- WATERMAIN ----- EASEMENT LINE 19.64 PD LS14675 A�� Co \L1 –1–I Ir - I F -_�� ---�-- Q n ��.� �: OSET MONUMENT O—>�s SANITARY SEWER - — —- SETBACK LINE I I I \ I I rti F- k/ - - 11 ELECTRIC METER @o —>> STORM SEWER RIGHT OF ACCESS 1 1 1 L- Sj�N / F - GRAVEL PARKNG �— —,�� F'F G@ — — — — — — — — —�-- `��`� LIGHT N—>> FLARED END SECTION CONCRETE CURB IN rA rA A rA rA 1 –I– I IN L I r. L11 �I < re I 980/iyG ��E�`• I \ I "�." 10 W Ac AIR CONDITIONER E UE --M ELECTRIC TRANSFORMER BUILDING LINE TIP AREA kE/% FAP DEPU0FMENT EASEA/ENT ( E GUY ANCHOR �- Ur —0 TELEPHONE PEDESTAL - -- BUILDING CANOPY ry ,v L 1 r. i� �, .- f 1v i I v� . i E(} 1R PER DOC N0.2085X0 I'/EM 17 f �© c� I / ----'� G�j{ /n-- �. HANDICAP STALL Uc GAS METER BITUMINOUS SURFACE j�515512 05 FT"' \ rQIVI�� ".,/ y I s 4 - UTILITY POLE ow OVERHEAD WIRE CONCRETE SURFACE !� IVI ■ GUARD POST ■ RD DECIDUOUS TREE CONCRETE PAVER SURFACE 1 BOLLARD lv-f •,y ., g] - 4 o .. g5g ! ` GRAVEL SURFACE F SIGN CONIFEROUS TREE BM#1 \ GRAVEL PARKING- - - - - - - - --�' -_- —J -- •I a•4se .m ^ Y1'�.S ' r / TNH: 95 _ — — . Q ❑T L_ - --- - - -- - 6 IN PVC PIPE -aso— — -r- .r—-1— ' L Sf--- 943� I k 9y{06 ice, ( ��944- _� \A v1, D ,-�' DESCRIPTION `�`-�' • ,�es� GRPUEV PPRK`N , - \ \ _ i / �l 1 // 1 , 1 ,\ ,�i I I Y; e BASS Outlot B, VILLAGES ON THE POND 4TH ADDITION, Carver County, Minnesota. I0 0 MIN 1 lun IR J09S-�P94nm-IImeS49 r• vLANDSCAPE s' TIMBERS (TYP.) A r1 r, I –I– I IN L I /\ I I I 11 I I I I I\1 /–% L/ L/ I I I \/ I Y BUS /' SPEI & EGRESS TO )SS OUTLOT A I —pa -- PROPERTY SUMMARY 1. SUBJECT PROPERTY'S ADDRESS IS NOT ASSIGNED, ITS PROPERTY IDENTIFICATION NUMBER IS 258460030. 2. THE GROSS AREA OF THE SUBJECT PROPERTY IS 2.713 ACRES OR 118,173 SQUARE FEET. 3. THE SUBJECT PROPERTY IS ZONED PUD - PLANNED UNIT DEVELOPMENT, PER CITY OF CHANHASSEN ZONING MAP DATED 01/14/2014. BENCHMARKS 1, THE VERTICAL DATUM IS BASED ON NAVD88. THE ORIGINATING BENCH MARKS ARE MNDOT 1002 AW1 AND MNDOT 1002W, BOTH REFERENCED FROM THE MNDOT GEODETIC DATABASE BENCHMARK#1 TNH on south side of Pond Promenade, as shown. ELEV.=953.58 BENCHMARK #2 TNH in southwest quadrant of Lake or and Main St.., as shown. ELEV.=949.94 — SURVEY NOTES 1. THE BEARING SYSTEM IS BASED ON THE PLAT OF VILLAGES ON THE PONDS. 2. FIELD WORK WAS COMPLETED ON 08/19/2014. NORTH 0 30 60 SCALE IN FEET Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 E PASS PAR ERS OOMPA09T Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification Summary Designed: MGB Drawn: JMw Approved: EWM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMITTAL Sheet Title EXISTING CONDITIONS Sheet No. Revision C2.01 Project No.VEN20145.01 vLANDSCAPE s' TIMBERS (TYP.) A r1 r, I –I– I IN L I /\ I I I 11 I I I I I\1 /–% L/ L/ I I I \/ I Y BUS /' SPEI & EGRESS TO )SS OUTLOT A I —pa -- PROPERTY SUMMARY 1. SUBJECT PROPERTY'S ADDRESS IS NOT ASSIGNED, ITS PROPERTY IDENTIFICATION NUMBER IS 258460030. 2. THE GROSS AREA OF THE SUBJECT PROPERTY IS 2.713 ACRES OR 118,173 SQUARE FEET. 3. THE SUBJECT PROPERTY IS ZONED PUD - PLANNED UNIT DEVELOPMENT, PER CITY OF CHANHASSEN ZONING MAP DATED 01/14/2014. BENCHMARKS 1, THE VERTICAL DATUM IS BASED ON NAVD88. THE ORIGINATING BENCH MARKS ARE MNDOT 1002 AW1 AND MNDOT 1002W, BOTH REFERENCED FROM THE MNDOT GEODETIC DATABASE BENCHMARK#1 TNH on south side of Pond Promenade, as shown. ELEV.=953.58 BENCHMARK #2 TNH in southwest quadrant of Lake or and Main St.., as shown. ELEV.=949.94 — SURVEY NOTES 1. THE BEARING SYSTEM IS BASED ON THE PLAT OF VILLAGES ON THE PONDS. 2. FIELD WORK WAS COMPLETED ON 08/19/2014. NORTH 0 30 60 SCALE IN FEET Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 E PASS PAR ERS OOMPA09T Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification Summary Designed: MGB Drawn: JMw Approved: EWM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMITTAL Sheet Title EXISTING CONDITIONS Sheet No. Revision C2.01 Project No.VEN20145.01 f47SnN �. '\ VA s t , 1 + +++++++ ++++++++++ + + + + + + + + + + y + + + + + + + + + + + + 0 / \ 0 • FOUND MONUMENTI>OI—� WATERMAIN ----- EASEMENT LINE O SET MONUMENT ca oo>—Qs +--+++++++++++++ ++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + +++ + t++ + + + �+ + + + + + + ++++++++_+.+.+ + — PROTECT EXISTING LIGHT POLE LIGHT TO STAY FUNCTIONAL DURING CONSTRUCTION PROTECT EXISTING LIGHT POLE LIGHT TO I STA Y FUNCTIONAL DURING CONSTRUCTION v i' G S r \ I c I �� — LEGEND / \ • FOUND MONUMENTI>OI—� WATERMAIN ----- EASEMENT LINE O SET MONUMENT ca oo>—Qs SANITARY SEWER — - —- — -— SETBACK LINE EM ❑ ELECTRIC METER >> STORM SEWER —A— RIGHT OF ACCESS -* LIGHT ->> FLARED END SECTION CONCRETE CURB nc AIR CONDITIONER UE —m ELECTRIC TRANSFORMER ' BUILDING LINE F—GUY ANCHOR �— UT —0 TELEPHONE PEDESTAL --------- BUILDING CANOPY �a HANDICAP STALL ©— UG —® GAS METERLi ; i`"''" ,;:;rJ., 4�" BITUMINOUS SURFACE t1 UTILITY POLE —ow— OVERHEAD WIRE CONCRETE SURFACE ■ GUARD POST DECIDUOUS TREE F7777771 GRAVEL SURFACE • BOLLARD + SIGN , CONIFEROUS TREE DEMOLITION LEGEND REMOVE EXISTING UTILITY LINE f—�--— f-�--¢ REMOVE EXISTING CONCRETE CURB SAW CUT EXISTING BITUMINOUS PAVEMENT REMOVE EXISTING BITUMINOUS PAVEMENT REMOVE EXISTING CONCRETE PAVEMENT REMOVE EXISTING GRAVEL DRIVE REMOVE EXISTING — HAZARDOUS BUILDING MATERIAL NOTES — THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH OSHA, EPA, MFRA & LOCAL REQUIREMENTS FOR BUILDING DEMOLITION AND HANDLING AND DISPOSAL OF HAZARDOUS MATERIAL. CONTRACTOR SHALL PREPARE A HASP AND STORE IN JOB TRAILER ON SITE. THE FOLLOWING MISCELLANEOUS HAZARDOUS MATERIALS WILL REQUIRE SEPARATE HANDLING AND DISPOSAL PRIOR TO BUILDING DEMOLITION. EXISTING BUILDING: FLUORESCENT BULBS BALLASTS FIRE EXTINGUISHER DRINKING FOUNTAIN REFRIGERANT OVER -HEAD GARAGE DOOR OPENERS BATTERY-OPERATED EMERGENCY BACKUP LIGHTS HYDRAULIC LIFTS/ FLUIDS ELECTRIC PANELS DOOR CLOSERS SECURITY SYSTEMS EXIT SIGNS ROOFTOP HVAC UNIT TRANSFORMER OIL TANKS IN CASE OF BUILDING DEMOLITION, ALL HAZARDOUS WASTE MATERIALS MUST BE SEPARATED FROM THE GENERAL DEMOLITION WASTE AND THEIR HAZARDOUS COMPONENTS MUST BE RECYCLED OR DISPOSED OF IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. THE POTENTIAL EXISTS FOR HAZARDOUS BUILDING MATERIALS TO BE LOCATED INSIDE WALLS, ABOVE CEILINGS, UNDER FLOORS, AND OTHER INACCESSIBLE AREAS. THE CONTRACTOR SHALL BE AWARE THAT IF PREVIOUSLY UNIDENTIFIED SUSPECT HAZARDOUS BUILDING MATERIALS ARE EXPOSED DURING DEMOLITION, THEY SHOULD BE INSPECTED, SAMPLED, AND ANALYZED PRIOR TO ANY FURTHER DISPOSAL. qtambaok www. Sam bate k.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. - t Michael G. Registratio d%yQ860 Date: 06/01/2015 If applica , c ntact us fora wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: imw Approved: EWM Book/ Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMITTAL Sheet Title DEMOLITION PLAN Sheet No. Revision C2e02 Project NO.VEN20145.01 / \ NOTE: TREES TO BE SAVED SHALL BE FENCED OFF WITH BRIGHT ORANGE l POLYETHYLENE SAFETY NETTING AND STEEL STAKES AT THE DRIP LINE, OR AS DIRECTED BY THE OWNER'S REP., TO INSURE AGAINST DAMAGE BY VEHICLES, COMPACTION OF SOILS AND/OR THE CHEMICAL. ALTERATION OF SOILS DUE TO D4 CONCRETE WASHOUT, PAINTS AND LEAKAGE OR SPILLAGE OF ANY TOXIC MATERIALS. 01 TREE PROTECTION DETAIL DEMOLITION NOTES N.T.S. 1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY' SERVICE. BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR SHALL CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT REMOVE OR RELOCATE ALL EXISTING ON-SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE 6. THE CONTRACTOR IS RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO THE OF WAY DURING CONSTRUCTION. THE PROPOSED CONSTRUCTION. EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS. 10. CONTRACTOR MUST PROTECT THE PUBLIC ATALLTIMES WITH FENCING, BARRICADES, 2. THE DESIGN SHOWN IS BASED ON THE ENGINEER'S UNDERSTANDING OF THE EXISTING 7. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THATTHE LOCATIONS OF ALL EXISTING UTILITIES ENCLOSURES, ETC., TO THE BEST PRACTICES. CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON ALTA AND SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND TOPOGRAPHIC PREPARED BY SAMBATEK, INC DATED 08-28-2014. IF CONTRACTOR DOES NOT ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE SUBSURFACE UTILITY 11. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIIES ATALLTIMES ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, HE SHALL HAVE INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DURING DEMOLITION OF THE EXISTING FACILITIES. MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD SUBMIT IT TO THE OWNER FOR REVIEW. GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE 12. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY 3. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSING IN A DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES AT LEAST 48 13. CONTRACTOR SHALL LIMIT SAW -CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS LOCATION APPROVED BY ALL GOVERNING AUTHORITIES AND IN ACCORDANCE WITH APPLICABLE HOURS BEFORE ANY EXCAVATION FOR ON SITE LOCATIONS OF EXISTING UTILITIES. THE REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS IINCURRED ON CODES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE MINNESOTA GOPHER STATE ONE CALL AT 8:00-252-1166 OR 651-454-0002. REMOVAL AND REPAIR. REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL 8. ALL EXISTING SEWERS, PIPING, AND UTILITI ES SHOWN ARE NOT TO BE INTERPRETED AS THE 14. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN, DAMAGE TO ANY PER THE SPECIFICATIONS. EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE 4. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES 15. EXISTING ON-SITE UTILITIES (INCLUDING MANHOLES) THAT ARE NOT TO REMAIN IN SERVICE THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE SHALL BE REMOVED. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD LIMITS PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. ABANDONED SHALL BE REMOVED IF UNDER THE BUILDING INCLUDING 10' BEYOND WITH AN EXCESS OF 3' COVER MAY BE DECOMMISSIONED AND ABANDONED IN PLACE, PROVIDED NORTH FOUNDATIONS. THATTHESE ABANDONED UTILITIES ARE GROUTED AND CAPPED. ALL EXISTING WATER SERVICES 5. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE ARE TO BE ABANDONED AT THE GATE VALVE. SANITARY SERVICE SHALL BE ABANDONED AT THE 0 30 60 REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE 9. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE LOT LINE. ALL STREET RESTORATION SHALL BE COMPLETED IN COMPLIANCE WITH LOCAL UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY MAY BE PERFORMED BY THE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. STANDARDS. SCALE IN FEET UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE Jun 18, 2015-10:25am - U,e,:549 L\PROJEQ'S\VEN20145.01\dwe\Civil\Prei,Mlnary\20145-C2-DEMO.dwe qtambaok www. Sam bate k.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. - t Michael G. Registratio d%yQ860 Date: 06/01/2015 If applica , c ntact us fora wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: imw Approved: EWM Book/ Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMITTAL Sheet Title DEMOLITION PLAN Sheet No. Revision C2e02 Project NO.VEN20145.01 \ \ I / I I I • r1 r- r� r \ 1 -1- I 1 r - I I I\I 1 F-1 f- \F'I • 1 I \ II\11 I L, ,J 258680040 - ADDRESS NOT ASSIGNED VILLAGES ON THE PONDS ASSN INC /' 1 11 L_ . r I 258620010 1 w r% r- 11 IN • 1 -r 1 I r- rN r. • 1 r% i. 530 POND PROMENADE e ■ V I L_ L_ /'. .r L_ .. ./ I r I I I L. I .. 1 r L. 1. WHEATSTONE RESTAURANT GROUP NORTH o ^ 889"45 07 W 148.33, FD LS 46A , --- i . i \ i i f a i- -F � FD LS14675 444��.. IN r. r. • r, r� 1 _r 1 r. 4 1 Geo•,nb d a---`�------- �-- 1 �F. U �! � T 10f — � �- " Le I I /\ I I I I I 1 11 11\1 `9 /�D/ a \ --_- L_'.: I I I _ , .. 1 \ L/ /-\ L/ L/ 1 1 I .. 1 r A'G /p -DRAINAIX (ir--E7//G/// EAJLMENT--- 6 83°OU'00 W 713 . 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YW FD MAG-. 1 RE.944.79 224.38 __ -� �— /—� / 7s°42132,, Np ObTLOT A _ / — --__ _ _ 1 ' / \- \ 1= PO 0.930 AC 2�J J [��ii 40 516 SF „ 1QQ / \ //�s4a= - \ \ rte'/ . 4 .Og °� "15'E C Brg.=N80 C=9419- p�17o48„ —saz� I =94:51 ft=3°s.57 t7�;�-' \ \ �' �M # L_J M U / vt SZg° 16 �� 98 \ l I / �� I� I 1U, LOT1 1.783 AC _ IX I 1 U Ot N fT P Oo / 77.657 SF' Y w \- O I m U\ (Pp •P.'(T t0 -- I n a z `i Z I v 101 / NCP O �s (�i�y / J' ` �. --- / I I , I I I! w c coo Q i s 11e I°F` BLOCK 1 III Ill �!' 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Abstract Property —PROPERTY SUMMARY Lot 1: 77,657 S.F. Outlot A: 40,516 S.F. Total Area 118,173 S.F. —CONTACT INFORMATION Owner: Northcott Company 250 East Lake Drive Chanhassen, MN 55317-9364 Venture Pass Partners, LLC 19620 Waterford Court Shorewood, MN 55331 Surveyor/Engineer: Sam bate k, Inc. SITE NOTES 1. Subject property and adjacent properties are zoned PUD- Planned Unit Development District per City of Chanhassen zoning map dated 01/14/2014. / R=306.57 \ / L=94.57 I N.T.S. j X17040'28" 1 C.Brg.=N80°0915"E t\ C.=94.19 52p6 198 Sze \ DETAIL A NOT TO SCALE VICINITY MAP 5 J� BLVD P %k m loP SITE Q� 0 y Q♦P 212 t N.T.S. 18 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763,476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 Project CHANHASSEN RETAIL Location CHANHASSEN, MN Certification hereby certify that this survey, plan or repAR s prepared by me or under my direct super, and that I am a duly Licensed LAND SU E under the laws of the State of Min e st ti Ao.21729 Date: 05/29/2015 p able, contact us for a wet signed copy of this survey which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: Drawn: DL Approved: RMB Book / Page: 1012/21 Phase: Initial Issued: 05/29/2015 Revision History No. Date By Submittal / Revision Sheet Title PRELIMINARY PLAT - VILLAGES ON THE PONDS 11TH ADDITION Sheet No. Revision C2.03 Project No.VEN20145.01 —LEGEND PROPOSED EXISTING PROPERTY LIMIT CURB & GUTTER ___ STANDARD DUTY EASEMENT ----- --•------ ASPHALT PAVING BUILDING RETAINING WALL o00000000 WETLAND LIMITS HEAVY DUTY ASPHALT PAVING TREELINE SAWCUT LINE e SIGN CONCRETE PAVING PIPE BOLLARD (� NUMBER OF PARKING xx STALLS PER ROW KEY NOTE O —DEVELOPMENT NOTES PARKING SUMMARY PROVIDED PARKING SPACES 165 PROVIDED BICYCLE SPACES 6 A. ALL DIM ENSIONSARE ROUNDED TOTHENEAREST TENTH FOOT. B. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB TO BACK OF CURB UNLESS OTHERWISE NOTED. BACK OF CURB IS SHOWN GRAPHICALLY ONLY. C. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. D. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. E. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS, F. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS G. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE. H. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. I. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS.. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. J. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. K. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. L. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO THE HIGH WATER LEVEL OF ALL PONDS. —KEY NOTES A. BUILDING, STOOPS, STAIRS SEE ARCHITECTURAL. PLANS B. B-612 CONCRETE CURB AND GUTTER C. B-618 6CONCRETE CURB AND GUTTER D. BEGIN FLAT CURB SECTION E. ACCESSIBLE RAMP F. ACCESSIBLE PARKING SIGN G. ZEBRA CROSS WALK H. BICYCLE RACKS (SEE ARCHITECTURAL PLANS) I. BENCH (SEE ARCHITECTURAL PLANS) J. CART STORAGE (SEE ARCHITECTURAL PLANS) K. TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS) L. TRANSFORMER PAD M. LOADING DOCK WALL W/ RAILING (SEE ARCHITECTURAL PLANS) N. 6" ROUND BOLLARD (SEE SHEET C7.04) NORTH 0 30 60 SCALE IN FEET 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 t R Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. Michael G. Registratio X60 Date: 06/01/2015 If applica , c ntact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: imw Approved: EWM Book / Page: Phase: PRELIMINARY Initial Issued: o6/o1/2o15 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMITTAL Sheet Title CIVIL SITE PLAN Sheet No. Revision C3.01 Project No.VEN20145.01 THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PIANS ISA UTILITY QUALITY LEVEL THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA.' THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO. EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD(. IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. Jun 18. 2015-10:35am - User: S49 r i i \. .uC _.\\\._\_. j,' -t,' .rte.---.. —LEGEND PROPERTY LIMIT CURB & GUTTER STORM SEWER DRAINTILE BUILDING RETAINING WALL WETLAND LIMITS TREELINE SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. SOIL BORINGS PROPOSED — EXISTING 0— ►► —® — FFF — 962.5 X `060' KEOF 902.5 —GRADING NOTES 0— DD 962.5 X 90. ST +1042.56 A. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. B. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "GUTTER OUT" WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS"GUTTER IN" CURB. C. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. D. THE CONTRACTOR IS CAUTIONED THAT "THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL . THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02 TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1-800-252-1166). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. E. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. F. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. G. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: COMPANY: BRAUN INTERTEC ADDRESS: 1826 BUERKLE ROAD, SAINT PAUL, MN 55110 PHONE: 651-487-7011 DATED: 10/08/2014 THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. H. THE CONTRACTOR. SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. I. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WALL BE REQUIRED ON THE STREETAND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. J. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER. K. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. L. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION SOF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A TRIMMING SERVICE TO TRIM THE TREES PRIOR TO PROFESSIONAL TREE THE BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. N. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 4INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4INCHES. 0. TRENCH BORROW CONSTRUCTION: IF ALLOWED BY THE OWNER, THE CONTRACTOR MAY COMPLETE "TRENCH BORROW" EXCAVATION IN AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL NAATERIAL. TRENCH BORROW EXCAVATION SHALL BE COMPLETED IN GREEN SPACE AREAS. TRENCH BORROW CONSTRUCTION SHALL BE COMPLETED( ONLY WITHIN THE PLAT BOUNDARIES. TREES SHALL NOT BE REMOVED OR DAMAGED AS A RESULT OF THE EXCAVATION, UNLESS APPROVED BY THE ENGINEER. THE EXCAVATION SHALL COMMENCE A MINIMUM OF 10 FEET FROM THE LIMIT OF THE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO 1 FOOT VERTICAL (1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROW EXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION, AND) SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT SPECIFICATION 2105.3F2. SNOW FENCE SHALL BE FURNISHED AND PLACED ALONG THE PERIMETER OF THE TRENCH BORROW AREA WHERE THE SLOPES EXCEED 2 FOIOT HORIZONTAL TO 1 FOOT VERTICAL (2:1). P. FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. Q. TOLERANCES 1. THE RESIDENTIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW. THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT 15 MADE. 2. THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE (ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE (MEASUREMENT IS MADE. 3. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE (MEASUREMENT IS MADE. 4. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TIO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 5. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. R. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. S. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT (CONTROL "SITE MAP". THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. THE CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. T. IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SiITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE IBACKFILLED WITHOUT REVIEW, DISCUSSION AND APPROVAL FROM THE PROJECT ENGINEER. U. IMPORTED FILL SHALL BE SELECT GRANULAR BORROW IN ACCORDANCE TO MNDOT SPEC. 3149.28. NORTH 0 30 60 SCALE IN FEET Of'�dilSilyie� LSambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 .. PASS !, L• ., • i. �K. . &A ROWNIARME7 Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. A .. Q Michael G. Registratio t. jM60 Date: 06/01/2015 If applica , c ntact us fora wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: imw Approved: EWM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMITTAL Sheet Title GRADING PLAN Sheet No. Revision C4.01 Project No.VEN20145.01 T �, -': �• _ �3s�+e35�z+3S�' ti� titer ��1 1 Baaw � ' sas00 \ 944- 942'' \ I I to i �9¢6' /t 1 -� `.\ .''. ; \ \\�.. ---- .i / � '�/ "� � �� Ste• •' — — —?. � �i JC— � .n�..�.——�'�C.�. � .. �.�:s� �.. t�s��t� '.�+� ^�,� .a- ,. \ \.... .. ♦ ♦. IPI _- _,:Y i 11 —SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE —LEGEND PROPOSED EXISTING CURB & GUTTER - — STORMSEWER 0-0+—® 0__ DRAINTILE — "lO — — o0o DDD — CONTOUR 902— RIP RAP OVERFLOW ELFV.EOF 902.5 SILT FENCE — — —SF— — —SF— SILTDIKE---SD---SD— LIMITS OF DISTURBANCE SOIL BORINGS ST -9 PA_10 DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION _ y DITCH CHECK DAM LIMITS DRAINAGE SUB -BASIN BIO -ROLL INLET PROTECTION DEVICE 1 ® IP -1 INLET PROTECTION DEVICE 2 ® IP -2 TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN SB TEMPORARY STORAGE AND PARKING AREA TS TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS S M OUTLINED IN THE SWPPP) —SEQUENCE OF CONSTRUCTION PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCTTHE SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANTTO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE -CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 6. CLEAR AND GRUB THE SITE. 7. BEGIN GRADING THE SITE. 8. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING, 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT —NOTE TO CONTRACTOR THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE, EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT W SILT FENCE I LINEAR FEET 1540 SILT DIKE I LINEAR FEET 680 BIO -ROLL I LINEAR FEET 10 CONSTRUCTION ENTRANCE UNIT 11 INLET PROTECTION DEVICE (IP -1) _-Fu NIT 11 INLET PROTECTION DEVICE (IP -2) Z 0 TEMPORARY CONTROL MEASURES � C / STRIP & STOCKPILE TOPSOIL w i 11 —SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE —LEGEND PROPOSED EXISTING CURB & GUTTER - — STORMSEWER 0-0+—® 0__ DRAINTILE — "lO — — o0o DDD — CONTOUR 902— RIP RAP OVERFLOW ELFV.EOF 902.5 SILT FENCE — — —SF— — —SF— SILTDIKE---SD---SD— LIMITS OF DISTURBANCE SOIL BORINGS ST -9 PA_10 DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION _ y DITCH CHECK DAM LIMITS DRAINAGE SUB -BASIN BIO -ROLL INLET PROTECTION DEVICE 1 ® IP -1 INLET PROTECTION DEVICE 2 ® IP -2 TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN SB TEMPORARY STORAGE AND PARKING AREA TS TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS S M OUTLINED IN THE SWPPP) —SEQUENCE OF CONSTRUCTION PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCTTHE SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANTTO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE -CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 6. CLEAR AND GRUB THE SITE. 7. BEGIN GRADING THE SITE. 8. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING, 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT —NOTE TO CONTRACTOR THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE, EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE I LINEAR FEET 1540 SILT DIKE I LINEAR FEET 680 BIO -ROLL I LINEAR FEET 10 CONSTRUCTION ENTRANCE UNIT 11 INLET PROTECTION DEVICE (IP -1) _-Fu NIT 11 INLET PROTECTION DEVICE (IP -2) UNIT 0 TEMPORARY CONTROL MEASURES NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE 0 SCALE NORTH 30 S IN 60 El FEET Sambatek www.sambatekxom 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 ENTUE PASS PARTN S ® OffiVM OPMENT COMPANY Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. 0.A FYI 1 �ii✓]{1�" 11 • '� G Michael G. B Registratio 60 Date: 06/01/2015 If applica , c ntact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: imw Approved: EWM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMITTAL Sheet Title EROSION CONTROL PLAN PHASE I Sheet No. Revision C5.01 Project No.VEN20145.01 TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL ROUGH GRADE / SEDIMENT CONTROL TEMPORARY CONSTRUCTION ROADS FINISH GRADING LANDSCAPING/ SEED/ FINAL STABILIZATION STORM FACILITIES NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE 0 SCALE NORTH 30 S IN 60 El FEET Sambatek www.sambatekxom 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 ENTUE PASS PARTN S ® OffiVM OPMENT COMPANY Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. 0.A FYI 1 �ii✓]{1�" 11 • '� G Michael G. B Registratio 60 Date: 06/01/2015 If applica , c ntact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: imw Approved: EWM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMITTAL Sheet Title EROSION CONTROL PLAN PHASE I Sheet No. Revision C5.01 Project No.VEN20145.01 c�tl1l1� �, PROMENADE j 1 �y —952— DI 1 -" - — — �p� E p — n 4B 51- r -- ' t ,�" '•`.l E f � 944- U 0 18, 2015-10:25am - User:54q L\PROJECTS\VEN20145.01.\dwg\Civil\Preliminary\20145-C5-CROSdwg 11 94b-< —SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE —LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER 0— 0* —® 0__ DD DD ® CONTOUR 902— RIP 02 RIP RAP 44 OVERFLOW ELEV. < E0F 902.5 SILT FENCE---SF---SF— SILT DIKE---SD---SD— LIMITS OF DISTURBANCE SOIL BORINGS ST- 9 A DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH CHECK DAM LIMITS DRAINAGE SUB -BASIN BIO -ROLL INLET PROTECTION DEVICE 1 ® IP -1 INLET PROTECTION DEVICE 2 ® IP -2 TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN SB TEMPORARY STORAGE AND PARKING AREA TS TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS S M OUTLINED IN THE SWPPP) SEQUENCE OF CONSTRUCTION PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCT THE SEDIMENTATION AND SEDIMENTTRAP BASINS. S. HALT ALL ACTIVITIES AND CONTACTTHE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE -CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 6. CLEAR AND GRUB THE SITE. 7. BEGIN GRADING THE SITE. 8. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE 11: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT —NOTE TO CONTRACTOR THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 540 SILT DIKE LINEAR FEET 1680 BIO -ROLL LINEAR FEET 0 i PROMENADE j 1 �y —952— DI 1 -" - — — �p� E p — n 4B 51- r -- ' t ,�" '•`.l E f � 944- U 0 18, 2015-10:25am - User:54q L\PROJECTS\VEN20145.01.\dwg\Civil\Preliminary\20145-C5-CROSdwg 11 94b-< —SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE —LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER 0— 0* —® 0__ DD DD ® CONTOUR 902— RIP 02 RIP RAP 44 OVERFLOW ELEV. < E0F 902.5 SILT FENCE---SF---SF— SILT DIKE---SD---SD— LIMITS OF DISTURBANCE SOIL BORINGS ST- 9 A DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH CHECK DAM LIMITS DRAINAGE SUB -BASIN BIO -ROLL INLET PROTECTION DEVICE 1 ® IP -1 INLET PROTECTION DEVICE 2 ® IP -2 TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN SB TEMPORARY STORAGE AND PARKING AREA TS TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS S M OUTLINED IN THE SWPPP) SEQUENCE OF CONSTRUCTION PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCT THE SEDIMENTATION AND SEDIMENTTRAP BASINS. S. HALT ALL ACTIVITIES AND CONTACTTHE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE -CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 6. CLEAR AND GRUB THE SITE. 7. BEGIN GRADING THE SITE. 8. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE 11: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT —NOTE TO CONTRACTOR THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 540 SILT DIKE LINEAR FEET 1680 BIO -ROLL LINEAR FEET 0 CONSTRUCTION ENTRANCE UNIT 1 INLET PROTECTION DEVICE (IP -1) UNIT 11 INLET PROTECTION DEVICE (IP -2) UNIT 0 NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE NORTH 0 30 60 SCALE IN FEET 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 EN E PASSPARTNERS —-YELOPMENY COMPANY Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnes �ot taAa. 0. Michael G. B Registratio 60 Date: 06/01/2015_ If applica , c ntact us fora wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: JMw Approved: EWM Book/ Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMITTAL Sheet Title EROSION CONTROL PLAN - PHASE II Sheet No. Revision C5.02 Project No.VEN20145.01 LANDSCAPING/ SEED/ FINAL STABILIZATION STORM FACILITIES NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE NORTH 0 30 60 SCALE IN FEET 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 EN E PASSPARTNERS —-YELOPMENY COMPANY Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnes �ot taAa. 0. Michael G. B Registratio 60 Date: 06/01/2015_ If applica , c ntact us fora wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: JMw Approved: EWM Book/ Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMITTAL Sheet Title EROSION CONTROL PLAN - PHASE II Sheet No. Revision C5.02 Project No.VEN20145.01 EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" A's. tt ee' SF NTA T STFE �ET4 -- t. c r S r sl s: I t rv., W. VILL �' ACE HL. rz ", „I, S G d f I rx:: '. , s th T ji'a. { a � jj r j r �I 4 1 ( >� A4 I_��. - ELS,.vC.; Holl i aIEA ST. r PiCHA 0R.( llw kMRKET 5?. nrv.- 5i...•` ._ __a.� ,."DR, > r is f (44+C.ht+P,y IN - to IN -T& s) 1tr. r y 1 LU q T I I4R :ice T,zra h E1 rl T ..._.. , yi 4-- --SITE LOCATION MAP NOT TO SCALE 1" .LEAN CRU:. EL ROCK r y 4 � j A, ti rF yq� MFS, I8' AIN,I-L1 G ' J BERItd - -0 IV1Nl nIZE RUN -TF FP,OFI SiTF 1.1Ea FA RIC N07 °i? R FAIEi . 1. CFA JF T ACtD f r.`F Poch, �1 To rT ; My CONSTRUCTION CONSTRUCTION ENTRANCE REVISED: 1-10 1 ENGINEERING DEPARTMENT PLATE N0: 5301 FILE NAME: G: NG SPECS\5301 •Jun 18. 2015 -10:25.m - Dse c549 USGS MAP NOT TO SCALE TI N 111 11 n iF TILr c•RI-" FI 11F 1,aACKHL_ �w i- NII_? Ft J ,. L -F V, � n 1�:r1 IIxr n 6D L 1; L,t,i EALI .C. r 1,.0 ED rn;:< < 1 I -PW r T7; .� L I111fJ. S. L T LF, P FNI F, F_'(t'! rr . vhe I.; r li o F n c o Sh ;et Flew _rsI Awe_ 51, T F r R NU aF 1 "1_ 01 C 0 rCIL'i I„N L:is 1T FFN F FI ON ,R, SF 1,ir .'R4JF oral It r .Iri cR I IA lt,i rvr \\ ug ,.E., AN 29 150 F.L' t0 2:i % 2:, :If-' JEEk E 11 A^a X20 a . FEET ur AI:CI _NCE _iItAL �.IRy_ =- ° „cATlo, �° SILT I vc�_ my or SILT FENCE REVISED: 3-12 ENGINEERING DEPARTMENT PLATE No.: FILE NAME: G:\ENG\SPECS\5300 5300 ^U ` MIRAFI FF101 ROAD DRAIN CASTING APPUCABILTY • NEENAH R-3067 • NEENAH R-3512 ROAD DRAIN INLET PROTECTION (IP -1) NOT TO SCALE SEMBLY 1X SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA r- BERM AROUND PERIMETER 12" MIN, 1 / T-0" MIN GROUND SURFACE 12" MIN COMPACTED EMBANKMENT -J 8'X 8' MIN ORAS MATERIAL (TYP.) REQUIRED TO CONTAIN WASTE 3:1 OR FLATTER NOTES: CONCRETE SIDE SLOPES 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 10 MIL THICK PLASTIC LINER. 3. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 4. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANICE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 5. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 6. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 7. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A (MANNER ACCEPTED BY THE CITY. - CONCRETE WASHOUT AREA NOT TO SCALE -GENERAL EROSION NOTES: 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND MFRA STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND/OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE MEASUREMENTS TAKEN IN THE FIELD. THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL X. THIS QUALITY LEVEL WAS DETERMINED ACCORDING - Q Q 0 GTO THE GUIDELINES OF CI ASCE 38 02 ENTITLED "STANDARD GUIDELINE F / S OR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002 3. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN ALTA OR TOPOGRAPHIC SURVEY PREPARED BY DATED XX-XX-XXXX. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, THEY SHALL HAVE MADE, AT THEIR EXPENSE, ATOPOGRAPHIC SURVEY BY REGISTERED LAND SURVEYOR AND SUBMIT ITTO THE OWNER FOR REVIEW. SEE ATTACHED SURVEY SHEETS. 4. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 5. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN -ESC PLAN), THE STANDARD DETAILS, THE PLAN NARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. 7. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP -S) AS REQUIRED BY THE SWPPP & PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMPS AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES, THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 8. CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART III.A.2 OF THE GENERAL PERMIT. 9. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 10. ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 11. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON TH E DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. 12. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 13. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE. 14. ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER THAT DOES NOT ALLOW WASHOUT LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE LINER. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. 15. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 16. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 17. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION &.DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 18. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 19. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES UPSLOPE. 20. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED, WITHIN 14 DAYS OF INACTIVITY. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 100 OR 110 DEPENDING ON THE SEASON OF PLANTING ( SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3. TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3F1 AND 2575.3G. ALTERNATIVELY, HYDRAULIC SOIL STABILIZER IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3H MAY BE USED IN PLACE OF TEMPORARY MULCH. 21. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. 22. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 23. ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMPS. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 24, TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 25. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 26. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. 27. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. MAINTENANCE NOTES: ALL MEASURES STATED THIS SEROS ON AND SEDIMENT CONTROL PLAN AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED( IN ACCORDANCE WITH THE FOLLOWING: 1. ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 2. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART IV.D. OF THE GENERAL PERMIT). 3. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. THE CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. THE CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIIN A SHORTER TIME TO COMPLY WITH PART IV.C.6 OF THE GENERAL PERMIT. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL ACCORDING TO PART II.B.5 OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A NOT HAS BEEN SUBMITTED TO THE MPGA. 6. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). 7. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA. 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 vA e ENTURE PASS PARTNERS A Df2V0LaPraRN1Lr a91MVIN� Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. _11111 • Michael G. Registratio 60 Date: 06/01/2015 If a� , c ntact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: VICE, Drawn:JMw Approved: EWM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMITTAL Sheet Title EROSION CONTROL DETAILS Sheet No. Revision C5.03 Project No.VEN20145.01 v ° - a WET TAP EXISTING >" "-. �''� ✓ ° 8" WATERMAIN WITH 8" GATE VALVE i ( ^,,< t _ 5 CONNECT TO EXISTING 6" GATE VALVE L SANITARY SEWER MANHOLE tW/ HYDRANT �r IE 942 78 1� 3j a. PROMENADE 8' X6 a 7 �2 REDUCER - - - - - --- --- - -- ------ r.....-....... . " TMH 106- 3 r_ .. _. ' '� 1..- RE -950.66 __ �, 26L -12' CB 107 -`;`�` 'Yc 'III "�- "'"�,�'/".. ✓%I -4..: IE=945 4.7.�.. , ( \`\ _ .-- , DPE @ 1. 0% RE=950.35 1�' IE=946.73 :,`:,. ff i y _ n. �H I \ " r 1791F-12" .. q `:. "*. v HISE @ 1.00% 71 LF -6 ' PVC ~ SDR 26@2.00%. G >` Co, �i �+ . �� " PEND FIRE DEPARTMENT CONNECTION > x -- CBMH 105 r _ .,; �_ 2(,, '( u' ,,, '(:f'"(, ". 6" SANITARY SEWER (`.. ;-/ RELOCATE IRRIGATION RE -948 03 1� l ',-. ��I. _(•(G(;:° o' _ 2 -:'G :, pf,n°�, , I SERVICE IE=944.50 SERVICE TO HERE -- - -- -- 1 A44 .. All -- - I 22 LF 6' DRAINTILE raG HDPE @ 0.00% �I). I oGot oGG t�'°o° o°� SUMP MH 304, ZIF W/SAFE BAFFLE' (, RE=948.11 E=942.64 NW o G c "ti �tV IE=942.64 .^ a °' °GO""'o D O () 6 Of} O O -"` SUMP IE=939.6 4, ♦ p 1 O O f, O �< \ SS I�F - ?HDPE @ 2.009%0, 00(30 ('Qt'O P O l i 1 )O OUPO(`. $TMH 103-1 o°O°G° l= RE=947.54<'o^'�°n'o 41,_ E-942.34 °> o°i> "s ,'< n°uoc O O L O O x> 0 } i a_ a 0 O, 0 o` { )Grx} Gt'ox c°000I sd <° c V 'E 1 i s �•-� `• >:`:. >o`n n° Pix )o<°c 136 LF-6"DR IN IEE 1 HDPE @ 0.00%' t> tri IT 158 LF - 6" DRAT IEE (' ,�'` , V \ 1 HDPE @ 0.00%, , ✓ ( \U, j " J CBMH 101 r. j RE- 943.70 \_ 7 IE -J 8.3 8LF-J2" HDPE @ 1.00% ., \a 1A, %, t" ti ✓ r r fF CONTECH JELLYFISH FILTER' (REFER TO SHEET C7.03) RE 943 00"-; IE 938 65 . f!, IT x THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PIANS IS A UTILITY QUALITYLEVEL . THIS QUALITY LEVELWAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-@, TITLED "STANDARD GUIDELINES FERTILE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA."THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAINTILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGIN EER W ITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. 1x, 2u1S-10:4Zam - User:S49 L:\PKUJEC I b\VtNZul4s.u1\Owg\OVII\Preliminary\2u14S-lb-U I ILtlwg Gay 2- y( (2)6"-45°BEND n '°v 136 LF - 12" DRAINTILE iI CONTACT IRRIGATION HDPE @ 0.00% SDR 26 @ 2.00% CBMH 108 **PROVIDE 27 INCH ROUND OPENING IN MANHOLE SLAB COVER. RE=946.70 - STMH 102 IE=942 34 RE=945.84 6" CLEANOUT IE(SW,NW,SE)=942.34 IE=939.26 ,o-.. of *, x.� o < i°(: x ('A> °2 ('o, a °'n(<°,�sgYst"Y:+>•._ RE=946.14 < o n (> 9 o a l o l o( �TM xaoa o f a o 0 0>} O -'C NSTRUCT 0 -EXISTING 1INN P PIPE V HDPE 1.DD t.�- %J� 53 LF - 12" ! '.�.. ' " (FIELD VERIFY Y Y rr 1 �:ks " 1 r 10 LF i2° HDPE @ 1.00 ..__�STMH 100 •, ,, _' � � .- , .: REVISE EXISTING GRATE / ry 'TO SOLID LID IE(N)=938.55 rti x IE=938.15 (FIELD VERIFY INVERT) /A' W1, r,CBMH 202 4f� �,,. -LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER 0- ►►-� \ SANITARY SEWER -i-•-- D 5 FORCEMAIN (SAN.) LS / FY 0 -0 P ra p S WATERMAIN ) - + ca I --{� EASEMENT - - - - - - - - ---°® DRAINTILE GAS LINE GIL ---- ELECTRIC OE -- ------ TELEPHONE 0T --- ------ -UTILITY CONSTRUCTION NOTES A. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. B. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT (651)454-0002. C. THE CONTRACTOR SHALLTAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. D. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. E. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6INCHES OF TOPSOIL PLACED BENEATH THE SOD. F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROLTHE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. G. PRIOR TO PLACEMENT OF AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. (OPTIONAL) H. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR THE BEGINNING OF THE OPERATION.H 5 OULDTHE CONTRACTORS' OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE DAMAGE, COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED IINCIDENTALTO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. I. THE CONTRACTOR AND THEIR SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. STORM SEWER STRUCTURE SCHEDULE NUMBER* 15 LF - 6" PVC CASTING** iI CONTACT IRRIGATION SDR 26 @ 2.00% *INDICATES NEENAH FOUNDRY CASTING NO., OR APPROVED EQUAL **PROVIDE 27 INCH ROUND OPENING IN MANHOLE SLAB COVER. SUPPLIER FOR DETAILS 6" CLEANOUT IE=944.20 I t PROPOSED BUILDING 14 JI 19,909 SF BOTTOM OF FFE=951.50 DRAINTILE I (E=942.34 (TYP) I..L-I LLJ Inc t 3 6" COMBINED WATER Q f 16 LF TRENCH SERVICE REFER TO MECHANICAL PLANS + DRAIN @ 0.50 " � IE=945.14 ROOF DRAIN IE=945.09 j 6" DIP a t TRANSFORMER J r IT _ , i l PVC @ 2.00% J SUMP MH 109 ---- 260 LF - 12" W/SAFL BAFFLE I, 33 LF - 10' 1 ns n DRAINTILE HDPE @ o RE -949.43 IE(NW, N)-944.34 PVC @ 2.00% �\ > ^!' <C 0.00% I E-942.34 '�1JD•) 13 LF -10" m Q,/ fz ,o-.. of *, x.� o < i°(: x ('A> °2 ('o, a °'n(<°,�sgYst"Y:+>•._ RE=946.14 < o n (> 9 o a l o l o( �TM xaoa o f a o 0 0>} O -'C NSTRUCT 0 -EXISTING 1INN P PIPE V HDPE 1.DD t.�- %J� 53 LF - 12" ! '.�.. ' " (FIELD VERIFY Y Y rr 1 �:ks " 1 r 10 LF i2° HDPE @ 1.00 ..__�STMH 100 •, ,, _' � � .- , .: REVISE EXISTING GRATE / ry 'TO SOLID LID IE(N)=938.55 rti x IE=938.15 (FIELD VERIFY INVERT) /A' W1, r,CBMH 202 4f� �,,. -LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER 0- ►►-� \ SANITARY SEWER -i-•-- D 5 FORCEMAIN (SAN.) LS / FY 0 -0 P ra p S WATERMAIN ) - + ca I --{� EASEMENT - - - - - - - - ---°® DRAINTILE GAS LINE GIL ---- ELECTRIC OE -- ------ TELEPHONE 0T --- ------ -UTILITY CONSTRUCTION NOTES A. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. B. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT (651)454-0002. C. THE CONTRACTOR SHALLTAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. D. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. E. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6INCHES OF TOPSOIL PLACED BENEATH THE SOD. F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROLTHE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. G. PRIOR TO PLACEMENT OF AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. (OPTIONAL) H. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR THE BEGINNING OF THE OPERATION.H 5 OULDTHE CONTRACTORS' OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE DAMAGE, COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED IINCIDENTALTO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. I. THE CONTRACTOR AND THEIR SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. STORM SEWER STRUCTURE SCHEDULE NUMBER* TYPE CASTING** *INDICATES NEENAH FOUNDRY CASTING NO., OR APPROVED EQUAL **PROVIDE 27 INCH ROUND OPENING IN MANHOLE SLAB COVER. NOTE: THE CONTRACTOR AND THEIR SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. 0 1511 SCALE NORTH 30 S IN 60 FEET as UVSambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Professional ENGINEER under the laws of the state of Minnesota. A `' Michael G. B Registratio 60 Date: 06/01/2015 If applica ,c ntact us fora wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn:jmw Approved: EWM Book/ Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMITTAL Sheet Title UTILITY PLAN Sheet No. Revision 06.01 Project No.VEN20145a01 6 THICK COL -AR r1 MPr-Nlou R—a_�a? GRATE OR L CATCHBASIN (27" DIA-) DESIGN SPECIAL 2 CONC. ADJUSTING RINGS (2") MIN. 2 MAX, 4 MIN 1/4" MORTAR BETWEEN CASTING, RINGS & STRUCTURE MORTAR SHALL WELT Mr1DOT S13LC 2J06.2B TE NFORCING TO CONSIST OF BARS AT 8" O.C. BOTH WAYS TO BE PRECAST SECTION )NC. SEWER BLOCK —CAST OPENING AS REQUIRED )NC. BASE SHALL BE 6 POURED IN PLACE OR 5" PRECAST SLAB CfflOF I TYPICAL 271$ DIAMETER CATCH BASIN REVISED: 2-10 :L4 ENGINEERING DEPARTMENT PLATE NO.. 3103 FILE NAME: G:\ENG\SPECS\3lo3 See City Plate No. 3107 for riprap placement. ISOMETRIC NTS N_ 0FES: 1. AFI Reinforced Concrete Aprons shall be furnished & installed without Trash Guards. 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from apron. 3. All new Reinforced Concrete Aprons on existing pipe shall be tied to the first pipe adjacent to the apron. 1 6" Cone- collar --v PLAN 24"x36° slab opening for Neenah P3067 -V or equal ote: 1- V Grate shown 2- VB Grates shall be used at all low points. Neenah R3067 -V casting (,,no grote or equal. .,—Minimum of 2 maximum of 5-2' aancre,a adjustment rings with full beds of mortar. crecast concrete or I adjusting rings. 6" precast reinforced concrete slob. Top of barrel section under top slab to have flat top edge sealed with 2 bean's of Ramnek or equal. \� All joints in manhole to have "0" ring rubber gaskets. Precast concrete section NOTES: 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. - - Manhole steps, Neenah R1981J or equd, 16" o.c., Aluminum steps approved. -Vinimum slab thickness, 6" for 14' 3 D � 1 /2„r I r Top Bituminous Material depth. � thickness 1" for a `"_� each 4' c greater than 14', 59 v _- "— J 6"x6" 10/10 mesh. n Grout 'bottom of manhole to 15/2 cM 7` S TION_ diarneter at pipe and slope Varies grout 2" 4 -0 Typ. invert. 6 3hae Formed I �v C�IiOF VB520 No. 57 9" - VB521 No. 58 14" VB522 No. I 20" VB523 No. 60 I ap a l �6,. I s 24"x36° slab opening for Neenah P3067 -V or equal ote: 1- V Grate shown 2- VB Grates shall be used at all low points. Neenah R3067 -V casting (,,no grote or equal. .,—Minimum of 2 maximum of 5-2' aancre,a adjustment rings with full beds of mortar. crecast concrete or I adjusting rings. 6" precast reinforced concrete slob. Top of barrel section under top slab to have flat top edge sealed with 2 bean's of Ramnek or equal. \� All joints in manhole to have "0" ring rubber gaskets. Precast concrete section NOTES: 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. - - Manhole steps, Neenah R1981J or equd, 16" o.c., Aluminum steps approved. -Vinimum slab thickness, 6" for 14' 3 D � 1 /2„r I r Top Bituminous Material depth. Increase thickness 1" for a `"_� each 4' of depth greater than 14', 59 and reinforce with 6"x6" 10/10 mesh. 60 Grout 'bottom of manhole to 15/2 cM 7` S TION_ diarneter at pipe and slope 59 grout 2" toward invert. Cflu fff ur TYPICAL 4' DIAMETER Raw CATCH BASIN MANHOLE REVISED: 2-10 PLATE NO.: FILE NAME: G: ENG SPECS 3102 ENGINEERING DEPARTMENT 3102 DROP LIE) wnTEe Tyler Mueller Bibby -Ste -Croix No. 6860 7.5 Minimum cover required No. H-1036' over top of water main. No. B-5160 Provide Valve Stem Risers To Within 6" Of The Surface If The Distance From The Top Nut Of The Valve To The Surface Is Greater Than 81 . Grade TOP Tyler No. 6860 26" Mueller No. 1-1-10361 26" Bibby--Ste--Croix No. VB502 27" EXTENSION _ 1/2.°r 3 D � 1 /2„r I r Top Bituminous Material slope N It %-- Tyler No. 58 14" 6" 1 Distance to variable �2 r Top No. 59 18' tj No. 60 24" Mueller No. 58 14" 17 1%2" 10 1/2" ( Surrnounteble Concrete Curb and Gutter) No. 59 20" Bibby --Ste -Croix Surface ..------- ----- - B i+r rr: m o u s Curb 6 3hae Formed I �v C�IiOF VB520 No. 57 9" - VB521 No. 58 14" VB522 No. 59 20" VB523 No. 60 26" BOTTOM Tyler No. 6860 65" Mueller No. H-10361 65" Bibby -Ste -Croix No. VB516 60" 60' Valve and Box to be /n - plastic wrapped per \� BABE section 2.03a I Adjust top to 3/4" below grade. Box to be set to provide 12" of adjustment. Tyler No. 6860 Mueller No. H-10357 Bibby- Ste- Croix B-5001 Gate valve box, screw type, 3 piece, 5 1/4" shaft, size G box, 7'-6 extended, #5 round base Gate Valve Adapter: 1 j/-" Steel With Protective Coating, 1/2" Rubber Gasket Installed Between The Gate Valve And Gate Valve Adapter. Mueller or American Flaw Control Resilient 'Wedge Valve Conforming to AWWA C-51.5-80 Standards With All Stainless Steel Nuts & Bolts. 18"X18"X8" Concrete Block Distance to �.. variable _ 1/2.°r 3 D � 1 /2„r I r Top Bituminous Material slope N It %-- ,3L4" per MnDOT B618 Concrete Curb and Gutter 6" 1 Distance to variable �2 r Top 3"r Bituminous Material ti 1 �1"r n�13' slope �� N _. -- - ...._.. - --- 004, -_per MrDOT 36t2 Concrete Curb and Gutter tj L� -- NOTE: 12" For Use Only with Private Driveways, Parking Lots, or Medians. 28"R 12"R 16" Top Bituminous Material 17 1%2" 10 1/2" ( Surrnounteble Concrete Curb and Gutter) 28' i 4„ 1 /8"r' .r' Bituminous Surface ..------- ----- - B i+r rr: m o u s Curb 6 3hae Formed I �v C�IiOF TYPICAL CURB AND GUTTER REVISED: 3-10 ENGINEERING DEPARTMENT PLATE NO.: -552037 FILE NAME: G:\ENG\SPECS\5203 HYDRANTS SHALL BE CLOW MEDALLION OR WATEROUS WB -67-250 ALL HYDRANTS MUST BE APPROVED BY CITY 'THE HYDRANT MARKER SHALL BE A SPRING MOUNTED FIBERGLASS ROD 5' IN OVERALL LENGTH, FOR SIDE INSTALL MAGNETIZED MOUNT APPLICATION, USING RED & WHITE REFLECTIVE TRACER BOX (SNAKE THE WRAPPING OVER THE FULL LENGTH OF THE PIT) AS NEEDED PER ROD, DETAILS EXISTING OR FUTURE 555D,5501,5502 ` CURB OR GUTTER LINE HYDRANT VALVE BOX STREET 24" MIN. 2.0% 1 �2" _— S 2 HYDRANT SHOE RND BARREL SHALL BE ¢ AS REQUIRED 0 PLASTIC WRAPPED TYPICAL PER SECTION 2.03x.- ;n z 1 CUBIC YARD OF ----' x-- GATE VALVE TEE 1 1/2" CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF POLYETHYLENE (4 MIL;) 8"X18"X5" SOLID CONCRETE BLOCK NOTES: 1, ALL HYDRANTS SHALL. HAVE WEEP HOLES. 2, MINIMUM 7.5' COVER OVER MAIN. 3. ALL PAINTED SURFACES SHALL BE SUBJECT TO TWO YEAR WARRENTY PERIOD AS NOTED IN SECTION 2.09 OF THE WATERMAiN SPECIFICATIONS, 4. HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT MARKER. 5. ALL JOINTS SHALL BE RESTRAINED VIA MEGA -LUGS MECHANICAL JOINT RESTRAINT. 6. ALL HYDRANT TO BE PLUMB TO VERTICAL AXIS, MAXIMUM ALLOWABLE TO BE 1/2" PER FOOT OF HYDRANT. 7, HYDRANT To BE SECURELY COVERED WITH PLASTIC WRAP 4R BAG TO INDICATE THAT ;T IS CUT OF SERVICE. lotICU Or O� TYPICAL GATE VALVE HYDRANT TYPICAL Comm FLARED END SECTION Comm AND BOX INSTALLATION WIESER INSTALI__ATICN REVISED 2-10 PLATE NO.: REVISED: 2-09 PLATE NO.: REVISED: 3- 14 PLATE NO.: ENGINEERING DEPARTMENT 3108 ENGINEERING DEPARTMENT 1008 i NGINEERING DEPARTMENT '1004 FILE- NAME: G.\ENG\SPECS\3108 FILE NAME: G: ENG SPECS 1006 FILE: :SFECS 10u4 un IS, 2015-1026am - User:549 L\PROJECTS\VEN20145.01\dwg\Civil\Preliminary\20145-O-DETL dwg Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. _1 Michael G. Registratio I�y(7$60 Date: 06/01/2015 If applica , c ntact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed:MGB Drawn:iMw Approved: EWM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMITTAL Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C7.01 Project NO.VEN20145.01 se MNDOT 5149 24, Cron-Icr Borrow Irl LJse UN 01 3149, 2H OUrc Filter A 99 PII e Fr;undatlolr rlateia Required) e bottom of the genet snail be Flicipeo to 'it the rape barrel fpr ai east 50/ of the outside diameter Ir -Pe Diu. x 0-5 Min. D a' Dero es octslde diameter of pipe NOR S: then existing soil condi Ions or,, not acc ptal Ic for backfill and/or ccmpact'on Ir the pipe zone, pipe betiding and :?oi(flll shcll be used as shown above. 2 Fciis engin<er will ve required to aeernine he do'otn of the pipe fochdat'on embedment rraternl If needed. Pipe `oun,dation mater.al Shall be accordance wit- EINDO` 314.4.2-1 course filter aggregate. CMOF PIPE BEDDING CEM IN POOR SOILS REVISED: 1-10 PLATE NO.: ENGINEERING DEPARTMENT 2201 FILE NAME: G:\ENG\SPECS\2201 NOTE! ANY SIGN FREE STANDING IN ASPHALT PARKING LOT SHALL BE MOUNTED AS SHOWN. Ln rrn I PARKING in o � VEHICLE ID REQUIRED UPTO $200 FINE FOR VIOLATION 11 11 STANDARD MNDOT VAN SIGN NO. R7.8A ACCESSIBLE PROVIDE VAN I I ACCESSIBLE SIGN AT IVI-(Ilyl RIGHT HAND DISCHARGE PARKING X SPACES 4" x 4" STEEL TUBE (SEE SIGN DETAILS 2 THIS SHEET) '^- m z 6"0 SCH. 40 STEEL PIPE -FILL WITH CONC. m PAVING GRANULAR BASE CONCRETE ONE WRAP OF #30 ROOFING FELT IIT= Ill- 1.5' P 01N.T.S. ACCESSIBLE PARKING SIGN 18,2015 1U:2bam-User.5490\PRUJE(,IS\VtN2U14501\0wg\Civil\Prelimmary\2U145C/-UEILtlwg m M __ Ilf Compacted 1=' Backfill + + _+ +J+— + -+ + + + + + += ---` ' = 12"+ + L i- - i 4 r + L- t -I + + I I _. +: + + h �. +. f + + + I + + + + +�Bc� Embedment + J + + + 1 Material SBc+ + + _ + + + + EE + f + + + + -r i Foundation - -IL \f Required ,see Note 1) "Bic" Denotes outsde diameter of pipe N0 F_S_ A soils Engineer will be requJred to determine the depth of the pipe foundation embedment material !f needed. Pipe foundal'on motcrlal shall be in accordance v:tn MNDOT 3149.2H coarse ilter agrleaa*e. z P.V.C. beddi Ig shall be EdND0 i 5 49.26 select agranular borrow with 100% pass ng a 3/4 sieve, and luss than 10% -gassing a NO. 200 sieve. CCITIOF PIPE BEDDING CHUM FOR P.V.C. PIPE REVISED: 2-10 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME: G:\ENG\SPECS\2203 I 2203 2' OPENING = a a Q 4 a *777 CURB CUT DUCTILE IRON PLACE CASTING R-1976 OR THREADED PLUG APPROVED EQUAL ON CLEANOUTS IN PAVED AREAS FINISHED GRADE FEMALE ADAPTOR 6" D.I.P. CLEANOUT STACK CONCRETE 3" MINIMUM 45" LONG RADIUS BEND PLAN FIDRAP REQUIRE4ENTS NTS P PF SIA, h f RAP R F OU1RED 12iJ 24r" h to 12 (Y c,L.3 21 TO " 4 rJ 20 CY C_.3 56TO 48" 2-1 to 38 CY CL_3 54.. AidD UP of CY and is CL.4 (Re cubic vard is approxlmate'y 2,800 'bs.) -RIPRAa NO'L IRANh LAR I ILI_R HL-QUIRl_'J UDDER Rln RAP AND 2 LAYERS OF 501r)X MIRAF' FABRIC OR FOUAL Iter Moll .560, r ) �D c. UN ,y_ /T ter Type ':II NTS � irihRA,�� \ Y- -Cranulrr Filter th11'D0T 3607.2E) JLt.. Iii rN L3 L� neo': ext Io tlltPr ,/pe III CiIiOF RIP RAP DETAIL REVISED: 2-10 PLATE NO.: ENGINEERING DEPARTMENT 3107 FILE NAME: G: ENG SPECS 3107 T-8" CONCRETE WALK A� q 40 a C�\\, oa0o coo 0000< or�oo( c° BACK OF CURB J 3 FRONT FACE OF CURB A PLAN VIEW OF RAMP 0.08 FT./FT. SLOPE OF FLARED SIDE (IF EXISTING CONDITIONS DO NOT PERMIT, [MAY USE 0.10 FT./FT. - 0.08 FT./FT. SLOPE), XX" (DIP OR PVC) WYE NOTE: CLEANOUT FITTINGS, INCLUDING THE WYE AND STACK SHALL BE DUCTILE IRON, ONLY IF THEY ARE PLACED IN PAVED AREAS. 03TYPICAL CLEANOUT 77 50%-65% OF BASE DIAMETER to DESIRED MINIMUM 7/8" - 1-7/16" ~ OUTER LIMITS OF \ CONCRETE WALK DOME SECTION \ 1-5/8" - 2.3/8" �- 1-5/8„ - 2.3/8" 00 00OC o 00000 �_� IN 5/8" M 5/8" MIN 15/16" (TYP) DOME SPACING DOME (TYP) NOTE: THE CURB AND CURB TRANSITION ON THE RAMP WILL BE PAID FOR AS LINEAR FEET OF CONCRETE CURB OR CONCRETE CURB AND GUTTER. THE RAMP AREA WILL BE PAID AS SQUARE FEET OF CONCRETE WALK, UNLESS SPECIFIED OTHERWISE. THE TRUNCATED DOME AREA WILL BE CONSIDERED INCIDENTAL. 1O. 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. O VARIES WITH CURB HEIGHT. EXAMPLE SHOWN IS FOR 6" CURB HEIGHT. 3O. 6" TO 8" IS THE REQUIRED OFFSET OF THE DETECTABLE WARNINGS/TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB, OR PLACE THE DETECTABLE WARNINGS AT THE BACK OF CURB. ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2'0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (3' 0" OR 4'0" TYP.) OF THE CURB RAMP. THIS 2'0" BY 3' 0" OR 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (LIGHT GRAY, WHITE, OR YELLOW) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR (RED, BLACK, DARK GRAY, OR BRIGHTYELLOW) WHEN THE ADJACENT SIDEWALK IS A "WHITE" OR LIGHT GRAY CEMENT COLOR. O THE TRUNCATED DOME AREA MAY BE EITHER GRANITE PANEL OR STAMPED CONCRETE, INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS. GRANITE PANELS SHALL BE 2" NOMINAL THICKNESS WITH SANDED TEXTURED FINISH, FREE OF ANY CRACKS, CHIPS OR COLOR DEFORMATIONS. STAMPED CONCRETE SHALL MEET REQUIREMENTS OF 3A36 CONCRETE MIX AND HAVE INTEGRATED HOMOGENEOUS COLORING. O 4'0" FOR NEW CONSTRUCTION. To" ALLOWED FOR RETROFITS OR PRESERVATION PROJECTS. 7O WHEN POSSIBLE, PROVIDE A PATH OF TRAVEL 4-10" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLAT (2% MAXIMUM SLOPE) 4'X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. ROUND ALL SLOPED INTERSECTIONS 6 -3 O l 4' O I 6'-3 O ELEVATION OF RAMP CURB OR CURB S'-4" O AND GUTTER ET- cr OpE OR FLATTER __T 0 08 T R _- — CONCRETE WALK - SECTION A -A 04N.T.S. PEDESTRIAN CURB RAMP It "i Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 &ERRE PASS PARTNERE Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. AA AI tl'i Michael G. B,;IIIII Registratio 60 Date: 06/01/2015 If applica c ntact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: iMw Approved: EWM Book/ Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMITTAL Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C7.02 Project NO.VEN20145.01 HEAVY DUTY PAVEMENT 2" BITUMINOUS WEAR COURSE 2" BITUMINOUS BASE COURSE 8" CLASS 5 AGGREGATE BASE, MN/DOT 3138* 12" SELECT GRANULAR MATERIAL 3149.28 WITH 100% PASSING THE 3 INCH SIEVE AND LESS THAN 5% PASSING THE 200 SIEVE GEOFABRIC, MN/DOT TYPE V, MIRAFI 50OX APPROVED SUBGRADE 1.5" BITUMINOUS WEAR COURSE 2" BITUMINOUS BASE COURSE 8" CLASS X AGGREGATE BASE, MN/DOT 3138* \�/\A\\�/�PP //0' 12" SELECT GRANULAR MATERIAL, MN/DOT 3149.2B* H 6 (DEG.) y GEOFABRIC, MN/DOT TYPE V, MIRAFI 50OX STANDARD DUTY PAVEMENT APPROVED SUBGRADE MIN. NOTES: (IN.) 1. THE PAVEMENT SECTIONS SHALL BE CONSTRUCTED IN 12 ACCORDANCE WITH MNDOT "STANDARD SPECIFICATION 130 FOR CONSTRUCTION", AND ALSO THE REQUIREMENTS OF 12 THE OWNER'S SOIL ENGINEER. -15 2, ALL THICKNESSES, AS SPECIFIED, ARE TO BE CONSIDERED * REFER TO MN/DOT SPECIFICATIONS MINIMUM DEPTHS, AFTER COMPACTION. 12 3. MN/DOT SPEC. 2357 BITUMINOUS TACK COAT SHALL BE 18 PLACED BETWEEN SUCCESSIVE BITUMINOUS LIFTS AND 130 AGAINST ABUTTING CONCRETE CURB EDGES. 12 4. RECYCLED BITUMINOUS WEAR COURSE MIX WILL NOT BE 21 ALLOWED. 140 220 BITUMINOUS PAVEMENT SECTIONS *777i d- 24 d H 6 (DEG.) y STANDARD SUMP MANHOLE W/BAFFLE (IN.) (IN.) MIN. MAX. (IN.) Ys 12 34 130 230 12 EL VARIES , -15 34 130 230 12 18 34 130 230 12 No. 4 0-12 21 44 140 220 12 d- 24 44 140 220 12 z 27 44 140 220 12 , .tW W 30 54 150 210 12 #2 STONE SUBBASE (DEPTH VARIES) 36 54 150 210 12 AGGREGATE PLACED IN 12" (OR LESS) 18" or 24" LIFTS, COMPACTED USING VIBRATORY SCREED RAILS SHALL BE FILLED NTH 10-15 TON SMOOTH—DRUM ROLLER LOOSE AGGREGATE AS PAVER BEDDING COURSE PROCEEDS. FLOW H ASTM SIEVE SIZE PERCENT PASSING 3" 80-100 1 00-100 - 21" 50-80 94-100 SIZE AND EL VARIES C/L d i" 39-94 14" 5-20 No. 4 23-39 1" 0-5 FRONT SIDE DIA. ANCHOR BOLT EMBEDMENT 1" x 1" STEEL TUBE FRAME NUT W/LOCK WASHER U) W or OUTLET \ \ .m TOP VIEW OF SUMP HEAVY DUTY CONCRETE PAVEMENT 7" CONCRETE 6" CLASS X AGGREGATE BASE, MN/DOT 3138* 12" SELECT GRANULAR MATERIAL GEOFABRIC, MN/DOT TYPE V, MIRAFI 50OX APPROVED SUBGRADE NOTES: 1, THE PAVEMENT SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT "STANDARD SPECIFICATION FOR CONSTRUCTION", AND ALSO THE REQUIREMENTS OF THE OWNER'S SOIL ENGINEER. 2. ALL THICKNESSES, AS SPECIFIED, ARE TO BE CONSIDERED *REFER TO MN/DOT SPECIFICATIONS MINIMUM DEPTHS, AFTER COMPACTION. *)777 CONCRETE PAVEMENT SECTIONS. �- d C/L INLET CASTING 27" INSIDE DIA. h D uptreerq • SIDE VIEW OF SUMP Technologies UPSTREAM TECHNOLOGIES INC. IS THE EXCLUSIVE LICENSEE OF THE SAFE BAFFLE This gebetyoft e does not le for ec sizing, fit, and applicability of the SAFL Baffle (or this specific project. Itis SAFL BAFFLE STRUCTURE ASTM SIEVE SIZE PERCENT PASSING the ultimate responsibility of the design engineer to assure that the design is in compliance with all applicable laws and STANDARD SUMP MANHOLE W/BAFFLE SAFL regulations. The SAFL Baffle is patent pending technology of the University of Minnesota and Upstream Technologies, FLOW RATE HIGH-FLO / DRAINDOWN (cfs) (per cart) 1 BAFFLE 1" 90-100 Inc. Neither sapprhe verslty of plans Minnesota nor system Technologies approves plans, sizing, or system designs. © 2011 UPSTREAM TECHNOLOGIES INC. un IA, 2015-1P.26am - Uscr549 L\PROJECTS\VEN20145.01\dwg\Civil\Preliminary\20145-O-DETLdwg 5'-0" MIN WIDTH 4" P.C. CONCRETE 2.00% f- 4" CLASS 5 SECTION A -A GENERAL NOTES FOR CONCRETE CONSTRUCTION: 1. THE CONCRETE SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF MN/DOT "STANDARD SPECIFICATIONS FOR CONSTRUCTION". 2. SIDEWALK CONTROL JOINTS SHALL BE LOCATED AT 5 FEET ON CENTER. SIDEWALK EXPANSION JOINTS SHALL BE LOCATED AT A MAXIMUM OF 100 FEET ON CENTER, AND WHERE SIDEWALK ABUTS CURB, STRUCTURES, AND OTHER FIXED OBJECTS. SEAL ALL EXPANSION JOINTS. BROOM FINISH SHALL BE PERPENDICULAR TO THE LINE OF TRAFFIC. *THE THICKNESS SHALL BE INCREASED TO A MINIMUM DEPTH OF _ INCHES AT DRIVEWAY CROSSINGS. 07CONCRETE SIDEWALK �Ts DRAINDOWN CARTRIDGE MAINTENANCE _ ACCESS WALL A FLOW CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGS/RISERS MAINTENANC ACCESS WAL (M.A.W INLET PIPE (STANDARD 6" ABOVE OUTLET, MAY VARY) SEPARATOF SKIS' PLAN VIEW CARTRIDGE DECK HI-FLO ,�— CARTRIDGE STEPS (LOCATION MAY VARY) FRAME AND COVER SHOWN (HATCH OPTION FLUSH WITH TOP OF STRUCTURE) 1 SECTION A -A Jellyfish"Filter THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWING us -PATENT No.8 2e1,72G 9221,618 a US O Qz L391 omen lNTLRNATIONALPATENTBPENOING EL VARI (GRADES SPECIFI ON SHEET C-4.1 4"" #57 STONE BASE LAYER OF OPEN—GRADED, CRUSHED AND WASHED AGGREGATE PLACED IN 1 LIFT, COMPACTED USING VIBRATORY 10-15 TON SMOOTH—DRUM ROLLER BILL SEC APPROVED GEOTEXTILE FABRIC #2 STONE AND APPROVED SIZE AND EL. VARIES PERVIOUS PAVEMENT INFILTRATION AREA W/DRAINTILE *77 .S. ROCK INFILATRATION BASIN #2 STONE SUBBASE (DEPTH VARIES) LAYER OF OPEN—GRADED, CRUSHED AGGREGATE PLACED IN 12" (OR LESS) LIFTS, COMPACTED USING VIBRATORY 10-15 TON SMOOTH—DRUM ROLLER ASTM SIEVE SIZE PERCENT PASSING 4" 100-100 3" 80-100 2J" 50-80 2" 20-50 14" 5-20 1" 0-5 *LA ABRASION < 40 REQUIRED LIMESTONE NOT PERMITTED JELLYFISH DESIGN NOTES ASTM SIEVE SIZE PERCENT PASSING CARTRIDGE DEPTH 54" 40" 27" 15" 1}"100-100 2" #8 AGGREGATE BEDDING COURSE FLOW RATE HIGH-FLO / DRAINDOWN (cfs) (per cart) 1 018/009 1 0.13/0.065 1 009/ 0.04'5 0.05 / 0.025 1" 90-100 LAYER OF OPEN—GRADED, CRUSHED AND OUTLET PIPE ' RIM ELEVATION " 48-90 WASHED AGGREGATE. PROVIDE A DEPTH EL VARIES , HEIGHT 27-48 AFTER COMPACTION OF THE PAVING }" 12-27 UNITS OF 2" ME CONTRACTOR SHALL 2,75 F.f MIN; No. 4 0-12 SCREED THE BEDDING COURSE USING F, STORAGE ROCK EITHER MECHANICAL SCREED METHODS MIN IL 941.74 *LA ABRASION < 40 REQUIRED OR BY SCREED GUIDES AND BOARDS. EL 941.50 NOT PERMITTED BEDDING AGGREGATE SHALL NOT BE , .tW W SUBJECTED TO ANY TRAFFIC (BY ^- '-" #2 STONE SUBBASE (DEPTH VARIES) MECHANICAL EQUIPT. OR PEDESTRIAN) LAYER OF OPEN—GRADED, CRUSHED PRIOR TO THE INSTALLATION OF PAVER AGGREGATE PLACED IN 12" (OR LESS) UNITS. VOIDS LEFT AFTER REMOVAL OF LIFTS, COMPACTED USING VIBRATORY SCREED RAILS SHALL BE FILLED NTH 10-15 TON SMOOTH—DRUM ROLLER LOOSE AGGREGATE AS PAVER BEDDING COURSE PROCEEDS. ASTM SIEVE SIZE PERCENT PASSING 4" 100-100 ASTM SIEVE SIZE PERCENT PASSING 3" 80-100 1 00-100 PERFORATED HDPE 21" 50-80 94-100 SIZE AND EL VARIES 2" 20-50 i" 39-94 14" 5-20 No. 4 23-39 1" 0-5 No. 8 8-23 No. 16 0-8 PERVIOUS PAVEMENT INFILTRATION *LA ABRASION < 40 REQUIRED *LA ABRASION < 40 REQUIRED AREA W/DRAINTILE LIMESTONE NOT PERMITTED LIMESTONE NOT PERMITTED *77S PERVIOUS PAVEMENT SECTION BILL SEC APPROVED GEOTEXTILE FABRIC #2 STONE AND APPROVED SIZE AND EL. VARIES PERVIOUS PAVEMENT INFILTRATION AREA W/DRAINTILE *77 .S. ROCK INFILATRATION BASIN #2 STONE SUBBASE (DEPTH VARIES) LAYER OF OPEN—GRADED, CRUSHED AGGREGATE PLACED IN 12" (OR LESS) LIFTS, COMPACTED USING VIBRATORY 10-15 TON SMOOTH—DRUM ROLLER ASTM SIEVE SIZE PERCENT PASSING 4" 100-100 3" 80-100 2J" 50-80 2" 20-50 14" 5-20 1" 0-5 *LA ABRASION < 40 REQUIRED LIMESTONE NOT PERMITTED FRAME AND COVER HATCH (DIAMETER VARIES) (72" x 72" CAST INTO SLAB) N.T.S. N.T.S. SITE SPECIFIC DATA REQUIREMENTS JELLYFISH DESIGN NOTES JELLYFISH TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN, 096" MANHOLE JELLYFISH PEAK HYDRAULIC CAPACITY IS 1.96 CFS. IF THE SITE CONDITIONS EXCEED 1.96 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE DEPTH 54" 40" 27" 15" OUTLET INVERT TO STRUCTURE INVERT (C) 6'-5" 5'-3" 4'-2" FLOW RATE HIGH-FLO / DRAINDOWN (cfs) (per cart) 1 018/009 1 0.13/0.065 1 009/ 0.04'5 0.05 / 0.025 MAX. CARTS HIGH-FLO / DRAINDOWN 1012 FRAME AND COVER HATCH (DIAMETER VARIES) (72" x 72" CAST INTO SLAB) N.T.S. N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURED " WATER QUALITY FLOW RATE (cfs) ' PEAK FLOW RATE iced ` RETURN PERIOD OF PEAK FLOW (yrs) # OF CARTRIDGES REQUIRED (HF / DD) CARTRIDGE SIZE ' PIPE DATA'. I.E.. MATERIAL DIAMETER INLET PIPE 41 INLET PIPE #2 ` ' OUTLET PIPE ' RIM ELEVATION " ANTI -FLOTATION BALLAST WIDTH HEIGHT NOTES/SPECIAL REQUIREMENTS. " PER ENGINEER OF RECORD GENERAL NOTES 1, CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2, FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www ContechES.com 3. JELLYFISH WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 4. STRUCTURE SHALL MEET AASHTO HS -20 LOAD RATING, ASSUMING EARTH COVER OF 0'- 6 AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASH TO M306 AND BE CAST WITH THE CONTECH LOGO. 5. JELLYFISH STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD, INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.. D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET AND OUTLET PIPE(S). MATCH PIPE INVERTS WITH ELEVATIONS SHOWN ON SITE SPECIFIC DRAWINGS. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLO'WUNE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW CARTRIDGE DECK ARE GROUTED. F. CARTRIDGE INSTALLATION, BY CONTECH, SHALL OCCUR ONLY AFTER SITE HAS BEEN STABILIZED AND THE JELLYFISH UNIT IS CLEAN AND FREE OF DEBRIS. CONTACT CONTECH TO COORDINATE CARTRIDGE INSTALLATION. IS ambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 r .-. .. e: IS Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. Michael G. Registratio 60 Date: 06/01/2015 If applica , c ntact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: JMw Approved: EWM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SU BMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMITTAL Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C7.03 Project No.VEN20145.01 1"n 19. 2015 -10:26a. 6" SCH. 40 STEEL PIPE FILLED W/ CONC. WITH TOP ROUNDED. - 2 0 PAVEMENT OR FINISHED GRADE _ a.I PROJECT:LOCATION: OWNER: SCALE: ENGINEER: DRAWN BY: SEG CONTRACTOR: I DATE: FILL POST w/ z MANUFACTURER: DWG. NO.: w PRODUCT DESIGNATION: ec.Sto,m-gross particulate separation technology 3 \� ESVth' Ii'�'a"Y1.l a� sYSTs :,.;rr. DESIGNED BY:. CHECK 1: CHECK 2', �N A fY.+m do aw Anu='+"t.pri... Amw,. d< REVISIONS f-8-07 o t t` Vertical Inlet Type Standard Peak Treatment Top Slab weirdims. Fiberglass 45° ecoStorrlt flowrate flowrate D1 dia. D2 dia. D3 dia. H1 H2 Palladium pvc IT model no. QPeak(cfs) QTreA(OfS) (ft.) (ftJ (inJ (in.) (in.) Weir Bend T(in} 4 '=3.0 7.6 12.©0 6.00 12 3 13.1 5.3 10,00 4,00 12 2 BA 3.4 8,00 3,50 10 1.5 6.4 26 TOO 3,00 6 1 4.7 6,010 2.50 8 L Fiberglass Palladium Weir —{ 12 Vertical We'r Ooen'na A A j iil) -- IIL-FLOW -� FLOW tL! I%( I �i n.t.s. -= SECTION B -B n.t.s. FRAME &COVER (VENTED TYPJ ADJ. RINGS AS REQUIRED E ¢ o I 030 Li —+ FLOW .............. ;.. __.'. _.._ ..� . _. ___.. ---.._......_. 'role "__ I Bend Top View lk i c I oe E � M Bend Profile "Opt anal Bend GENERAL NOTES: MANHOLE DESIGN SPECIFICATIONS CON- D30/2 I— 020 — n.t.s. FORM TO LATEST A.S. T.M. Ifll"DtO C478 SPEC. FOR "PRE- CAST REINFORCED CONCRETE MANHOLE SECTIONS. SECTION DESIGN LOADING: AASHTO n.t.s. e storm HS20-44 PROPRIETARY INFORMATION: PATENT PENDING DESIGN, ALL INTELECTUAL RIGHTS RESERVED - ROYAL ENVIRONMENTAL SYSTEMS 1"n 19. 2015 -10:26a. 6" SCH. 40 STEEL PIPE FILLED W/ CONC. WITH TOP ROUNDED. - 2 0 PAVEMENT OR FINISHED GRADE ALL PIPES SHALL BE PAINTED TRAFFIC YELLOW 02 CONCRETE PIPE BOLLARD N.T.S. I 1'Yly'ie�f,. 11 #3''Nsambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 to 1 PARTNERS �`..� Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct. supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. —t Michael G. Registratio ,CVMIS0 Date: 06/01/2015 If applica ? , Intact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: imw Approved: EWM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMITTAL Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C7.04 Project No.VEN20145.01 3" COVER OVER FOOTING o FILL POST w/ z CONCRETE w 3500 PSI P.C. CONCRETE 3 \� �F MINIMUM TYP. �N d< ALL PIPES SHALL BE PAINTED TRAFFIC YELLOW 02 CONCRETE PIPE BOLLARD N.T.S. I 1'Yly'ie�f,. 11 #3''Nsambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 to 1 PARTNERS �`..� Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct. supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. —t Michael G. Registratio ,CVMIS0 Date: 06/01/2015 If applica ? , Intact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: imw Approved: EWM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMITTAL Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C7.04 Project No.VEN20145.01 SSU POND VROMLNAUL I 1 %TSTONE RESTAURANT GROUP 19.64 11:) I_SIAf A - - - - - - 1 f -- J U m W m f SITE DEVELOPMENT SUMMARY a SITE AREA: LOT 1 - 78,23 1 5F (1 .79 ACRES) OUTLOT A (POND PROMENADE) - 39,943 5F (0.91 ACRES) E TOTAL SITE AREA - 1 18, 174 SF (2.70 ACRES) PROPOSED SINGLE STORY BUILDING: BUILDING USE: RETAIL STORE BUILDING GROSS AREA: 19,909 SF BUILIDING HEIGHT: 27-4" FT SITE COVERAGE: BUILDING COVERAGE: 19,909 SF IMPERVIOUS PARKING AREA COVERAGE: 27,223 SF PERVIOUS PARKING AREA COVERAGE: 15,728 SF TOTAL IMPERVIOUS AREA COVERAGE: 53,432 SF 68%a TOTAL PERVIOUS AREA COVERAGE: 25,370 SF 32% PARKING SUMMARY: TOTAL REQUIRED SPACES ( RETAIL = 11200 SF) 19,909 SF / 200 SF = 9G SPACES PARKING LOT SPACES 93 SPACES SHARED SPACES 71 SPACES IG4 SPACES SITE NOTES: I . SEE CIVIL DRAWINGS, FOR GRADING PLAN, 2. ALL PARKING LAYOUT DIMENSIONS ARE TO FACE OF CURB, UNLESS NOTED, EXCEPT DIMENSIONS ON SURMOUNTABLE CURBS, WHICH ARE 8" FROM THE BACK OF CURB. 3. ALL ENTRIES INTO BUILDING TO HAVE STOOPS W/ FOUNDATIONS ALL ABUTTING WALKS SHOULD BE DOWELED INTO WALKS POURED ON STOOPS. 4. SEE SHEET L2.0, FOR THE PLANTING PLAN. 5. SEE SHEET L3.0, FOR SITE DETAILS. G. ALL CURBS ARE TO BE BG -1 2 UNLESS OTHERWISE NOTED. 7. (SEE CIVIL DRAWINGS FOR DETAIL) 8. ALL SMALL RADIUS CURVES ARE 3' UNLESS OTHERWISE NOTED. 9. THE CONTRACTOR MUST OBTAIN NECESSARY PERMITS. 10. THE CONTRACTOR MUST HAVE ALL UNDERGROUND UTILITIES LOCATED AND PROTECTED DURING CONSTRUCTION. 1 1. CARE MUST BE TAKEN DURING CONSTRUCTION AND EXCAVATION TO PROTECT ANY SURVEY MONUMENTS AND/OR PROPERTY IRONS 12. ADJACENT STREETS AND ALLEYS MUST BE SWEPT TO KEEP THEM FREE OF SEDIMENT. CONTRACTOR MUST MONITOR CONDITIONS AND SWEEP DAILY. 13. CONSTRUCTION PARKING SHALL BE PROHIBITED FROM CIRCULATION DRIVES, FIRE LANES AND OTHER AREAS AS DETERMINED BY CITY REGULATIONS. - 51te Plan - SCALE I " = 20'-0" 918/2015 11:55:02 AM T U S H I E MONTGOMERY A R C H I T E CTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423-4084 G 1 2. 8G I. 9G3G FAX: G 1 2. 8G I. 9G32 WWW . TMIARCHITECTS . COM I'"rI O' DRAINAGE B UTILITY EASEMENT I"4 i•6i ADA ACCESSIBLE CURB RAMP r , I• I EXISTING CONCRETE 51 /f 9 2— / L3.0 a 4 d L3.0 ir. 4 EXISTING LIGHTS TO BE '- REMOVED DURING CONSTRUCTION AND REINSTALLED (ALONG EAST /•, ( PROPERTY LINE) 5 DECORATIVE ROCK A I TRIP L3.1 . 2 BENCH L3.0 3 '1 CURVED GREEN WALL 0L3.0 .a f -- J U m W m f / a n . l Z I r a° ° e... �,,,,.--''•�� .---IE:937-Ci'7 EXISTING LIGHT TO BE REMOVED DURING _ RELOCATE EXISTING LIGHT CONSTR ON REINSTAL KE DRI UCTI AND LED IL-93i�A RL:9 � 9 O BIKE5 I IOP iFta '' RELOCATED EXISTING LIGHT it / ?�^ ,,..'" EXISTING SIDEWALK d M'l ' r 9A• r- .fell-�"—"." APARTM E NT5 0' 10' 20' 40' :9 NI T a° a EXISTING LIGHT TO REMAIN nL PREPARED FOR: NTt1Rf_K PASS rIRTNER`S ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTNAME: GaryTushle SIGNATURE: DATE: OG/ 15/2015 LICENSE #: 15 14G TDr8wn KK y: GT AddendumsCity Submittal City Resubmittal R�- .\0\14 MFpR 0 o RSG-��oN G 215027A SITE PLAN L1.0 0 2014 Tushie Montgomery It Assocates, Inc. f -- J U W Q Z W LLJ� (3) �./ / U) CIO U/ '= U Z Z U PREPARED FOR: NTt1Rf_K PASS rIRTNER`S ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTNAME: GaryTushle SIGNATURE: DATE: OG/ 15/2015 LICENSE #: 15 14G TDr8wn KK y: GT AddendumsCity Submittal City Resubmittal R�- .\0\14 MFpR 0 o RSG-��oN G 215027A SITE PLAN L1.0 0 2014 Tushie Montgomery It Assocates, Inc. Planting Schedule ID Count Common Name Botanical Name Size Comments 1 n--.,4..,.... T.,ve GLN 15 Greenspire Linden 112 cordata 'Green5pire' 3" Caliper Ball and Burlap JTLC 14 Japanese Tree Lilac Syrmga reticulata 2" Caliper Ball and Burlap 2. Evergreen Tree RA 8 Rushmore Arborvitae IThuja occidentaII5 'Rushmore' I# 10 Container 2 Clk-11 AFD 32 Arctic Fire Dogwood Cornus 5tolornfera ' Farrow' #5 Container GFS 103 Goldflame Spirea Spiraea x bumalda 'Goldflame' #5 Container JC 23 Jackmanni Clematis Clematis x jackmann #3 Container LPS 240 Little Prmce55 Spirea Spiraea japonica 'Little Prmce55' #5 Container A Po..o SFG IG5 Miscanthus Silver Feather Grass Miscanthus 5men5155llberfeder' # I Contamer SCD 1285 15trawberry Candy Daylily HemerocallS 'Strawberry Candy' 1#1 Container 5. Evergreen Shrub MJR 15 Medora Juniper Juniperu5 Fcopulorum 'Medora' G' Tall Ball and Burlap TOTAL: 780 I O' DRAINAGE # K 1 r --N M r) / C '% n A K I A f- % C Q - - UTILITY EASEMENT LANDSCAPE NOTES: 1 . LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR. FROM THE DATE OF CERTIFICATION OF SUBSTANTIAL COMPLETION FOR THE PROJECT �A OR LATER IF INSTALLATION IS DELAYED BECAUSE OF PLANTING SEASON. 2. ALL PLANT MATERIAL SHALL MEET MINIMUM REQUIREMENTS SHOWN IN THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI ZGO. 1-2004). 3. NO PLANT OR MATERIAL; SHALL BE SUBSTITUTED WITHOUT AUTHORIZATION OF THE \, LANDSCAPE ARCHITECT. I'I, 4. TREES SHALL ONLY BE STAKED AND GUYED WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT, IN CASES OF EXTREMELY WINDY LOCATIONS AND/OR WET CLAY OR VERY SANDY Z SOIL. REFER TO LANDSCAPE PLAN AND DETAILS FOR SPECIFIC PLANTING INSTRUCTIONS. 5. IF THERE IS A DISCREPANCY BETWEEN PLANT QUANTITIES IN THE PLANT LIST AND THOSE GRAPHICALLY REPRESENTED, THE GRAPHIC REPRESENTATION SHALL TAKE PRECEDENCE. \ G. THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AND PROTECT ALL \� UTILITIES AND STRUCTURES. DAMAGE TO UTILITIES AND STRUCTURES SHALL BRRE REPAIRED V I KE 5 H OP BY THE LANDSCAPE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 7. IF PLANTS OR LANDSCAPE ELEMENTS CANNOT BE INSTALLED AS SHOWN ON THE LANDSCAPE PLAN, THE CONTRACTOR SHALL STAKE LOCATIONS FOR THE LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO ANY EXCAVATION OR INSTALLATION. 8. UNLESS INDICATED OTHERWISE, ALL LANDSCAPE AREAS WITHIN THE SITE BOUNDARY SHALL RECEIVE SOD. AREAS OUTSIDE THE SITE BOUNDARY WHICH HAVE BEEN DISTURBED SHALL RECEIVE SEED OR BE REPAIRED BACK TO THEIR ORIGINAL CONDITION, UNLESS NOTED OTHERWISE. 9. ALL SOD AND LANDSCAPE INSTALLATIONS SHALL BE IRRIGATED, UNLESS NOTED OTHERWISE. 10. WOOD FIBER BLANKET MULCH SHALL BE APPLIED OVER SEED ON ALL SLOPES, NATIVE GRASS HAY MULCH MAY BE USED ON RELATIVELY FLAT AREAS. 1 1. IN AREAS WHERE AN EXISTING PARKING LOT OR DRIVE AREAS HAVE BEEN REMOVED, ALL SUB -BASE SHALL BE REMOVED AND REPLACED WITH TOPSOIL AND ORGANIC MATTER. - Planting Plan - 1 SCALE I" = 20'-0" GI1812015 1 1:55:25 W (40) SFG (9) LPS (18) SCD (1 2) GFS (3) AFD (1) GLN a J SLS ' ®t 2) LP5 GLN Gfs Ilr TRANSFORMER PAD R IM0910 1►iI� UTY EA5EME LAKE DRIVE APARTMENT5 (5) RA 9) SFG EXISTING TREES T U S H I E MONTGOMERY ARCHITECTS 7645 LYNDALE AVENUE SOUTH,#100 I MINNEAPOLIS, MINNESOTA 55423-4084 G12.8G1.9G3G FAX: G12.8G1.9G32 WWW . TMIARCHITECTS . COM J U -1--r W 301N ^ C: z�� wLU Cn CCCz U)rZ Q Cz = U z Q z U PREPARED FOR: VS ENTURE PAS NUNNete," x a M, X 14 S"' w. U g Ip t r I).. M A rf' ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTNAME: Gary Tu5hle SIGNATURE: DATE: OG/18/2015 LICENSE#: 1514G Drawn By: KK Checked By: GT Rew5ion5 # Addendum OG/05/ 15 City Submittal OG/ 18/ 15 City Re5ubmittal RY' ,pRE` MF R NO G-��pN coNsl 215027A PLANTING PLAN L2.0 O 201 A Tushic Montgomery t A oaatcs, Inc. DERO 'HOOF' BIKE RACK WITH BLACK POWDER COAT FINISH " " SCHEDULE 40 PIPE (1 .9" O.D.) NOTE: REFER TO MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLATION DEMO - HOOP BIKE RACK 1/2" = 1'-0" C a 8" MASONRY WEDGE ANCHOR )ED BY MANUFACTURER) CURVED GREEN 5CREEN SCALE 1/2" = 1'-0" ISOMETRIC VIEW NOT TO SCALE _ 72" 1/ 1 6" 1 3/.1 6" j R.96" 2`X I" X 13 l rA. STL. TUBE 2" SQ. X I 1 GA.. 5TL. TUBE 2" X I" X 13 1 /2" X" S.STL. GA. 5TL. TUBE BTN. 5KT. HD. CAP SCR. FRONT VIEW NOT TO SCALE �D STL. 0 PLATE 5-2 5URFACE NOT TO SCALE SUDAN COLOR POWDER COAT - 1/4" X 1 1/2" 5TL. BAR I" SQ. X GA. 5TL. NOTES: I . INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. ALL 5TL. MEMBERS COATED W/ ZINC RICH EPDXY THEN FINISHED W/ POLYESTER POWDER COATING. 4. 1/2" X.3 3/4" EXPANSION ANCHOR BOLTS PROVIDED FOR 5-2 OPTION. 5. ALL WELDS CONT. THEN GROUND SMOOTH. G. BENCH SHIPPED UNASSEMBLED. DUMOR 5' BENCH 1 18 SCALE 1/2" = I-0" SNAP CLIPS WITH STAINLESS STEEL SCREW EDGE TRIM AT TOP AND BOTTOM EDGE OF PANEL 3" ROUND STEEL POST WITH POST CAP G'-0" O.C. SPACING CK PANEL .IPS AT PANEL TO PANEL SEAMS UADE � f WITH POST CAP 1 BE VERIFIED WIND LOADS, 5 26 1/2" 21" 23 1/5" 51DE VIEW NOT TO SCALE CURVED GREEN SCREEN SCALL 114" = 1'-0" 1 T U S H I E MONTGOMERY A R C H I T E CTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423-4084 612.861.9636 FAX: 612.861.9632 WWW TMIARCHITECTS . COM PREPARED FOR: , �ENTURE PASS LPARTNERS ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA, PRINTNAME: GaryTushle SIGNATURE: 8/2015 LICENSE #: 15146 Drawn By: KK Checked By: GT Revisions # Addend=s 06/05/ 15 City Submittal 06/ 18/ 15 City Resubmittal RN(- _pRE� MFpR 0 o \oN C 215027A 51TE DETAILS L3.0 Q 1512015 1 1:55:32 AM us ie Montgomery orates, n . U }� W co z W LJLJ Q) cz Q cz = U z Q C) PREPARED FOR: , �ENTURE PASS LPARTNERS ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA, PRINTNAME: GaryTushle SIGNATURE: 8/2015 LICENSE #: 15146 Drawn By: KK Checked By: GT Revisions # Addend=s 06/05/ 15 City Submittal 06/ 18/ 15 City Resubmittal RN(- _pRE� MFpR 0 o \oN C 215027A 51TE DETAILS L3.0 Q 1512015 1 1:55:32 AM us ie Montgomery orates, n . PLANT TREES 50 THAT THE TRUNK FLARE 15 VISIBLE AT THE TOP OF THE ROOT BALL. REJECT TREES IF THE TRUNK FLARE 15 NOT VISIBLE. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. SET TOP OF ROOF BALL FLUSH TO GRADE OR 1-2 IN. HIGHER IN SLOWLY DRAINING SOILS. MULCH 4" DEEP IN A G' DIAMETER RING. KEEP MULCH 4" FROM THE BASE OF THE TREE TRUNK. MAINTAIN WEED FREE FOR A YEAR AFTER PLANTING.. WIDTH OF PLANTING HOLE = MIN 2x THE WIDTH OF THE ROOT BALL. TRENCHED/NATURAL EDGE TO HOLD MULCH IN PLACE AND TO SEPARATE FROM LAWN. SCARIFY EDGES OF MAINTAIN A 4" RADIUS BETWEEN THE TRUNK AND MULCH. REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM TOP 1/3 OF ROOT BALL, CUT WIRE BASKET IN 4 PLACES AND FOLD AWAY FROM THE ROOT BALL. 4 IN. HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE 50 THAT ROOT BALL DOES NOT SHIFT. AMEND WITH PHC TREE SAVER(MYCHORIZAE) OR EQUAL. REFER TO MANUFACTURER FOR QUANTITY AND METHOD OF APPLICATION. BACKIF ILL WITH A MIN. 1/2 EX15TING SOL AND WELL COMP05TED ORGANICI�, BACKFILL -III III III III =III= SET ROOT -BALL ON FIRM PAD AT THE 1 III1—III BOTTOM OF WHOLE. NOTES: I . PRUNE'ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. DO NOT REMOVE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE CROWN. 2. STAKE AND WRAP TREES ONLY IF DIRECTED BY LANDSCAPE ARCHITECT, SEE STAKING AND/OR WRAPPING DETAILS. AS NEEDED. 3. LOCATE PLANTS AS DIRECTED ON LANDSCAPE PLAN. 4. MAKE SURE PLANTING BED SOIL 15 LOOSENED AND NOT TOO WET PRIOR TO PLANTING AND AVOID SOIL COMPACTION DURING PLANTING.. 5. MULCH LAYER TO EVENLY COVERTHE ENTIRE BED AREA 4"-G" THICK, MAINTAIN A 4" RADIUS BETWEEN MULCH AND TRUNK. B*B TREE PLANTING SCALE 112" = 1'-0" 50D FINISH GRADE TILLED AND AMENDED 501L TO A MIN. G" DEPTH. ADD NEW TOP SOIL AS NEEDED BASED ON 51TE CONDITIONS. UNDISTURBED SOIL PAVING EDGE - START SOD FLUSH WITH PAVING. -I I II I II I II I II I I -I I MI I-1 �l i l-IIIIII-III=1 I I=1 I I1 SEE EDGING INSTALLATION - IF USED ON PROJECT I . TILL TO A DEPTH OF 4-G", ADD TOPSOIL IF NONE 15 PRESENT ON SITE, AND AMEND SOIL ACCORDING TO SOIL TEST(COLLECTED BY CONTRACTOR AFTER SITE GRADING IS COMPLETED). 2. REMOVE ALL DEBRIS. 3. SMOOTH AND DO A FINAL GRADING AWAY FROM BUILDINGS, FILL ANY LOW SPOTS, AND I " BELOW HARD SURFACE AREA5(51DEWALK5, DRIVEWAYS, CURBS, ETC.). 4. ROLL SOIL SURFACE LIGHTLY. 5. WATER SOIL SURFACE, SO IT 15 MOIST BEFORE LAYING SOD. G. SOD ACROSS SLOPE NOT DOWN SLOPE. 7. STAGGER SOD SO SEAMS DO NOT LINE UP TO PREVENT WASHOUTS, STAKE IF NECESSARY. 8. PLACE SOD WITH SEAMS FLUSH AGAINST EACH OTHER, LEAVING NO GAPS BETWEEN ROLLS. 9. COMPRESS 50D WITH WEIGHTED ROLLER AND WATER AFTER INSTALLATION. 10. 50D ALL ON 51TE AREAS AS DIRECTED ON LANDSCAPE #SITE PLAN. SOD INSTALLATION SCALE 3/ I G" = 1 '-0" MIN. WIDTH 2'- 0" OR AS INDICATED ON THE SITE/LANDSCA 3-4" RIVER ROCK MULCH TAPER GRADE DOWN TO EDGING TO HOLD MULCH 4" HARDWOOD MULCH PPOFE55IONAL GRADE BLACK VINYL' LANDSCAPE EDGING WOVEN FILTER FABRIC UNDISTURBED SOIL NOTES: I . USE LANDSCAPE FILTER FABRIC UNDERNEATH STONE MULCHES. I —III=IIIIII—III= I �IIIIIIIIII��III DOWNSPOUT DRAINAGE STRIP IN MULCH BED SCALE I" = 1'-0" G/ 6/2015 1 1:55:39 AM LIGHTWEIGHT - HIGH VISABILITY, TEMPORARY FENCING ENCIRCLING TREE/PIANTS, MINIMUM OF 3' OUTSIDE DRIPLINE OR EDGE OF FURTHEST BRANCHES. TO BE REMOVED AFTER CONSTRUCTIOl' 15 COMPLETE. CRITICAL ROOT ZONE(CRZ) 1.5 X DIAMETER AT CHEST(DCH) HEIGHT=RADIUS IN FEET FROM TRUNK. (I.E. I .5X1 O" DCH= 15' RADIUS OF PROTECTION) V V NOTES: ELEVATION VIEW ING TREE 1RIPLINE 1. THERE SHALL BE NO CONSTRUCTION EQUIPMENT OPERATION AND NO MATERIAL STORAGE/VEHICLE PARKING UNDER THE DRIPLINE OF EXISTING TREES TO BE SAVED. 2. TO BE INSTALLED AROUND ALL TREES AND OTHER PLANTINGS TO BE PRESERVED - SEE LANDSCAPE PLAN FOR DETAILS. 3. PLANTS MUST BE CONTINUALLY WATERED, AS NEEDED, DURING CONSTRUCTION. 4. CARE MUST BE TAKEN TO MINIMIZE ANY COMPACTION, SHADING, OR ANY OTHER INTERRUPTION OF THE PLANTS NATURAL FUNCTIONS. EXISTING TREE/SHRUB PROTECTION SCALE I/ I G" = 1 '-0" EXISTING TREES/SHRUBS 4 O 0 LIGHTWEIGHT - HIGH VISIBILITY TEMPORARY FENCING ENCIRCLING k .i PLANTS AND PLANT �, r GROUPINGS, MINIMUM OF 3' OUTSIDE DRIPLINE ~ OR OUTSIDE BRANCHES. PLAN VIEW TO BE REMOVED AFTER CONSTRUCTION 15 COMPLETE. MAINTAIN 4-0 RADIUS BETWEEN PLANT AND MULCH 4" DEEP DOUBLE SHREDDED WESTERN RED CEDAR MULCH B*B STOCK - REMOVE BURLAP FROM 1/3 OF ROOT BALL SPACE AS SHOWN N LANDSCAPE PLA BACKFILLED 501L WITH WELL COMPOSTED ORGANIC MATTER (MAINTAIN A MIN. 50% EXISTING SOIL) FINISH GRADE :i[:--':.+-..-_{; ':.:1✓a.:...:._ ten. .. r. II II 6 — UNDISTURBED SOIL —III k SCARIFY EDGES OF BACKFILL AREA POTTED STOCK - SCARIFY EDGES OF ROOT BALL BEFORE— PLANTING NOTES: I . AVOID PLANTING IN WET OR SATURATED SOIL TO PREVENT SOIL COMPACTION DURING PLANTING. 2. MULCH LAYER TO EVENLY COVER THE ENTIRE BED AREA, EXCEPT KEEP MULCH 4" FROM BASE OF SHRUB BRANCHES. 3. SPACING BETWEEN PLANTS AS DIRECTED ON LANDSCAPE PLAN. 4. MAKE SURE PLANTING BED 501L 15 LOOSENED AND NOT TOO WET PRIOR TO PLANTING AND AVOID SOIL COMPACTION DURING PLANTING. 5. SPACING BETWEEN PLANTS AS INDICATED ON LANDSCAPE PLAN. G. USE WOVEN GEO-TEXTILE FILTER FABRIC WHEN U51NG ROCK OR INORGANIC MULCHES. 7. NO SUBSTITIONS OF PLANTS OR ADJUSTMENTS TO PLANT LOCATIONS, WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT, SHRUB PLANTING SCALE 3/8" = 1'-0" DRIPLINE T U S H I E MONTGOMERY ARCHITECTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423 - 4084 G 12 . 8G 1 . 9G3G FAX: G 1 2 . 8G 1 . 9G32 WWW . TMIARCHITECTS . COM PREPARED FOR: "%lit hITU�% ASS kFRr" ftTNEt' ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTNAME: Gary Tu5hle SIGNATURE: DATE: OG/15/2015 LICENSE #: 1514G Drawn By: KK Checked By: GT Revl5lon5 E Addendums OG/05/ 15 City Submittal OG/ 16/15 City Resubmittal RY- -PRE� MF R 0 o Rvc-��oN G 215027A PLANTING DETAILS L3,I 0 2014 T"shie Moncoomery t Associates, Inc. J UCz W z � LU LLj W cz U Q = U z TQ i U PREPARED FOR: "%lit hITU�% ASS kFRr" ftTNEt' ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTNAME: Gary Tu5hle SIGNATURE: DATE: OG/15/2015 LICENSE #: 1514G Drawn By: KK Checked By: GT Revl5lon5 E Addendums OG/05/ 15 City Submittal OG/ 16/15 City Resubmittal RY- -PRE� MF R 0 o Rvc-��oN G 215027A PLANTING DETAILS L3,I 0 2014 T"shie Moncoomery t Associates, Inc. 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BY. }4� 6Y.x -."G�sbN, .t�# ,:'ryf¢�'?i. #.�'`fa5'Fr, �:;>.`iai:Jt;�'A�i. +vnh•rvyY�A,y d`9.�...k;.„.aw...na2.1, S�� 'C_T IB 4 0 13 L 7A �_ d 73 if 116 112 i0 S_4 i _5 1 � v 15 13 `IS rf 79 7_ til 41 9 i17P4" `}4 iia MH. 27 G I� MH: 27 G''i d7 1.4 18 (4,I f1.4 % 41 .1 115 52 S i 7� �':'„� ,+�� {r 10' DRAINAGE UTILITY EA5EM -10-112 bs bs~ 1h3 b3 €u b2 bs b2 bS b2 b3 1133 di t Ii bl ILI b1 tLl 3x � �IWk^cuibi � 5�-5:i ILI- -LAKE LI Gl Icoscnr 1-"91 bz Ztj%b1 b� b9 b9 bo fia ao - bk; ba u1 LA KE DRIVE, ,a / /' I V INIi 4i9_N4 �� - fi6.•`�$Te ,b_1 b1 b 1 ji1 b1 b i be b_o bo o w,, o b 0 b n h n In 10 Ike b-0 x 9 b_o1i b � = �, g - _._� b1 bl b1 b1 o b_o-ua so ba b_o ba b-6 a_a b_B • b0 ` b_o 4 0. APARTMENTS I Luminaire Schedule Project: CHANHASSEN RETAIL MARKET Symbol t YA Q # .ctei'[}, �, W k f m' A' �i � a b''uz �r `?t,. qY t�'t 1),�� t> , x i. Sr. Total Lamp Lumens Lum. Lumens LLF Description 4� iir�"sF YF:.,ki # }'v �t ��`C��•it# � 1 �}k��N i�#3k>}pt31.' 2I�t Ci# t[{ �� "5x �}{{,,tl v".✓' # k,#5 )'}.b { �,. 4 F � �'f kYd'�{j+Lk yx F,a' tk s..% 5, P4 f 40000 #;:o i ,.. 8' {{I, tl+.� )y ti ` i 3 _ :S?�Li{ini}l c-� , xr #u.v1kl#�y�]�I,°Slcl# 7 #r �S¢4J'H SINGLE �, 6897 0.750 101-WT-150PSM[I 185 B2 -U0 -G1 -U-11 2 WP2 SINGLE 6500 2604 0.750 LIGMANN- UAA-32112-2-2-W40 111 BI -U3 -G1 H 5 WPA SINGLE 22000 10599 0.750 WTL250PMT-FWT 291 N -A. 7 P4-2 n 40000 20607 0.750 PAEM-2-FH-40OPSMH 452 B2 -UO -G3 'C_T IB 4 0 13 L 7A �_ d 73 if 116 112 i0 S_4 i _5 1 � v 15 13 `IS rf 79 7_ til 41 9 i17P4" `}4 iia MH. 27 G I� MH: 27 G''i d7 1.4 18 (4,I f1.4 % 41 .1 115 52 S i 7� �':'„� ,+�� {r 10' DRAINAGE UTILITY EA5EM -10-112 bs bs~ 1h3 b3 €u b2 bs b2 bS b2 b3 1133 di t Ii bl ILI b1 tLl 3x � �IWk^cuibi � 5�-5:i ILI- -LAKE LI Gl Icoscnr 1-"91 bz Ztj%b1 b� b9 b9 bo fia ao - bk; ba u1 LA KE DRIVE, ,a / /' I V INIi 4i9_N4 �� - fi6.•`�$Te ,b_1 b1 b 1 ji1 b1 b i be b_o bo o w,, o b 0 b n h n In 10 Ike b-0 x 9 b_o1i b � = �, g - _._� b1 bl b1 b1 o b_o-ua so ba b_o ba b-6 a_a b_B • b0 ` b_o 4 0. APARTMENTS I Luminaire Schedule Project: CHANHASSEN RETAIL MARKET Symbol Qty Label Arrangement Total Lamp Lumens Lum. Lumens LLF Description Lum_ Watts BUG Rating -� 5, P4 SINGLE 40000 20607 0.750 PAEM-FH-40OPSM I 452 B2 -UO -G3 11.6 7 WPI SINGLE 12500 6897 0.750 101-WT-150PSM[I 185 B2 -U0 -G1 -U-11 2 WP2 SINGLE 6500 2604 0.750 LIGMANN- UAA-32112-2-2-W40 111 BI -U3 -G1 H 5 WPA SINGLE 22000 10599 0.750 WTL250PMT-FWT 291 N -A. 7 P4-2 BACK -BACK 40000 20607 0.750 PAEM-2-FH-40OPSMH 452 B2 -UO -G3 ALL MOUNTING HEIGHTS ARE SHOWN ADJACENT TO FIXTURE LOCATIONS ON PLAN Calculation Summary Project: CHANHASSEN RETAIL MARKET Label CalcType Units Avg Max Min Avg/Min Max/Min FC Beyond Prop Line at Grade Illuminance Fc 0.14 2.4 0.0 N_A_ N.A. Paved Area FC at Grade Illuminance Fc 3.25 11.6 0.7 4.64 16.57 ALL VALUES SHOWN ARE HORIZONTAL MAINTAINED FOOTCANDLES AT GRADE FIXTURE DISTRIBUTION TEMPLATES ARE SHOWN AT 0.50MFC FOR REFERENCE USE ONLY VALUES DO NOT INCLUDE CONTRIBUTION FROM ADJACENT STREET OR PROPEF.TY LIGHTING Q1612015 1 I :56:03 W T U S H I E MONTGOMERY ARCHITECTS 7645 LYNDALE AVENUE SOUTH, #100 I MINNEAPOLIS, MINNESOTA 55423-4084 G12 . 8G I. 9G3G FAX: G 1 2. 8G 1. 9632 WWW . TM IA PCH IT E C T 5 . COM PREPARED FOR: . ENa�Tu Pais RINIRS Y+:akk4N 4RR![f Nh:1.khFMr'. ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: GaryTU5hle SIGNATURE: DATE: OG/ 18/2015 LICENSE #: 15 14G Drawn By: KK Checked By: GT Rew5ion5 4 Addendum5 08/05/ 1 5 City 5ubmittal OG/ 18/ 15 City Resubmittal RY' pRE� MFpR cotAsl 215027A LIGHTING PLAN L4.0 0 2014 Tchle Montgomery 4 Ms rates, Inc. U -a W ( W W U) C/^J CIO = U z a U PREPARED FOR: . ENa�Tu Pais RINIRS Y+:akk4N 4RR![f Nh:1.khFMr'. ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: GaryTU5hle SIGNATURE: DATE: OG/ 18/2015 LICENSE #: 15 14G Drawn By: KK Checked By: GT Rew5ion5 4 Addendum5 08/05/ 1 5 City 5ubmittal OG/ 18/ 15 City Resubmittal RY' pRE� MFpR cotAsl 215027A LIGHTING PLAN L4.0 0 2014 Tchle Montgomery 4 Ms rates, Inc. 2 3 0 STANDING# METAL AWNII\ SLOPE: 4" PE VE fi' Z FT nD nc FI RST FLOOR SCALC 3/32" = 1'-0" CURVED GREEN WALL yI st Floor 100' - O" 20'-0" 22' - 0" TRA51-1 ENCL05URE - 5OUTH ELEVATION SCALE 114" = 1'-0" IAP TRELLIS -AL POST -AL CAP FLASHING ;ENT BLOCK #3 ;KFACE BLOCK # I TRA51-1 ENCLOSURE - WE5T ELEVATION SCALE 114" = I FACE OF BUILDING CEDAR TRELLIS METAL POST METAL CAP FLASHING ACCENT BLOCK #3 ROCKFACE BLOCK # I :AL TRANSFORMER 4 :TP L) A I .o )s TRASH ENCLOSURE - EAST ELEVATION SCALE 114" = 1'-0" CEDAR TRELLIS METAL POST METAL CAP FLASHING COMPOSITE SLATS 2x2" PAINTED TUBE STEEL SUPPORT CEDAR TRELLIS METAL POST METAL CAP FLASHING SINGLE SCORE SMOOTH FACE PIGMENTED CMU (SEALED BOTH SIDES) ROCK FACE PIGMENTED CMU (SEALED BOTH SIDES) COURSING TO ALIGN WITH BUILDING STEEL REINFORCEMENT (SEE STRUCTURAL) CONCRETE FOOTING (SEE STRUCTURAL) SECTION@ TRA5H SCALE 1/4" = I-0" T U S H I E MONTGOMERY ARCHITECTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOU5, MINNESOTA 55423-4084 G12.8G1.9G3G FAX: GI2.8G1.9G32 WWW TMIARCHITECT5 . COM 1 33r - 4" 44'- 4" 441-511 44'- 4" FI RST FLOOR SCALC 3/32" = 1'-0" CURVED GREEN WALL yI st Floor 100' - O" 20'-0" 22' - 0" TRA51-1 ENCL05URE - 5OUTH ELEVATION SCALE 114" = 1'-0" IAP TRELLIS -AL POST -AL CAP FLASHING ;ENT BLOCK #3 ;KFACE BLOCK # I TRA51-1 ENCLOSURE - WE5T ELEVATION SCALE 114" = I FACE OF BUILDING CEDAR TRELLIS METAL POST METAL CAP FLASHING ACCENT BLOCK #3 ROCKFACE BLOCK # I :AL TRANSFORMER 4 :TP L) A I .o )s TRASH ENCLOSURE - EAST ELEVATION SCALE 114" = 1'-0" CEDAR TRELLIS METAL POST METAL CAP FLASHING COMPOSITE SLATS 2x2" PAINTED TUBE STEEL SUPPORT CEDAR TRELLIS METAL POST METAL CAP FLASHING SINGLE SCORE SMOOTH FACE PIGMENTED CMU (SEALED BOTH SIDES) ROCK FACE PIGMENTED CMU (SEALED BOTH SIDES) COURSING TO ALIGN WITH BUILDING STEEL REINFORCEMENT (SEE STRUCTURAL) CONCRETE FOOTING (SEE STRUCTURAL) SECTION@ TRA5H SCALE 1/4" = I-0" T U S H I E MONTGOMERY ARCHITECTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOU5, MINNESOTA 55423-4084 G12.8G1.9G3G FAX: GI2.8G1.9G32 WWW TMIARCHITECT5 . COM PREPARED FOR: L ENTURE PASS ,PARTNERS ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: Andrew Krenik SIGNATURE: DATE: OG/15/2015 LICENSE #: xxxm Drawn By: 55 Checked By: AK Rew5ion5 & Addendum5 OG/05/1 5 City Submittal OG/ 18/ 15 City Re5ubmittal R`(' ,PREL MFpR 0 o RVG-�\pN c 215027A FLOOR PLAN AI .0 6/ 15/2015 11152:49 AM ■ ® 2014 Tushie Montgomery t Associates, Inc. Q Ucz W CL c/) c G zQ ~� LU W V ,Jc Z Jc U z TQ i U PREPARED FOR: L ENTURE PASS ,PARTNERS ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: Andrew Krenik SIGNATURE: DATE: OG/15/2015 LICENSE #: xxxm Drawn By: 55 Checked By: AK Rew5ion5 & Addendum5 OG/05/1 5 City Submittal OG/ 18/ 15 City Re5ubmittal R`(' ,PREL MFpR 0 o RVG-�\pN c 215027A FLOOR PLAN AI .0 6/ 15/2015 11152:49 AM ■ ® 2014 Tushie Montgomery t Associates, Inc. T.O.TOWEI v 130'-0" 2 12T-4" AIB.I �015t "Can A B C E I st Floor FABRIC AWNING I A;B.I STANDING SEAM METAL AWNING SLOPE: 4" PER IT 6 Roof Plan 3/32" = 1'-0" 2 A2.1 5ightline Diagram SCALE I/ I G" = I' -Q" ADHESIVE SEALANT j DRAIN PIPE -INSULATE AT HORIZONTAL RUNS Roof Drain Detail I I /2" = I '-O" ROOF DRAIN STAINER GRAVEL STOP CLIP RING ADHERED EPDM ROOF MEMBRAINE ROOF INSULATION METAL DECK Roof Equipment 5u SCALE 1 112" = P-0" METAL SUPPORT ANGLE BY MECHANICAL PREFINISHED METAL CAP FLASHING TRIPLE LAYER TREATED 2X WOOD BLOCKING - VERIFY HT.OF CURB W/TRADER JOE'S EIASTOMERIC MEMBRANE FLASHING: EXTEND OVER TOP OF CURB AS SHOWN E.P.D.M. MEMBRANE TREATED 2X WOOD BLOCKING AS SHOWN SECURE TO DECK ROOF INSULATION ROOF DECK rt Curb Detail A I CU KUUr HA I Un 2ED !PDM MEMBRANE ROOF _OCKING AS REQUIRED �IL�LANGLES @ PERIMETER (BY STRUCTURAL) Roof Match Detail 112" = 1 '-01 1 VARIES Roof Vent Detail SCALL 1 1/2" = I' -O" VENT STACK ELA5TOMERIC SEALANT STAINLESS STEEL CLAMPING RING PREFORMED PIPE FLASHING BOOT SPLICE ADHESIVE 4 SEALANT IiL•11I4AI1 MEMBRANE RIGID INSULATION U4-4cr U `OR: NTURE PASS PARTNE Ww �.�vCki�+.Apk lcr �,fx A+r: ITECTURAL AND ENGINEERI i ARE IN CONFIDENCE / tTION MAY NOT BE M PRIOR WRITTEN CONSENT ITECT. ALL COMMON L COPYRIGHT AND OTHERWI =BY SPECIFICALLY RESERV CERTIFY THAT THIS P TION, OR REPORT WAS I Y ME OR UNDER MY DIF ON AND THAT I AM A L ARCHITECT UNDER THE LF TATE OF MINNESOTA. Andrew Kremk 8/2015 LICENSE #: xxxx� Drawn By: SS Checked By: AK Rem51on5 4 Addendum5 OG/05/1 5 City Submittal OG/ 18/ 15 City Re5ubmittal w zQ w�� w i U z _V EOMFoR VA 1r. 611 &2015 11:52:54W E 0 2014 Tusloe Montgomery 4 Associates, Inc. EXTERIOR EIN15N SCHEDULE ROCK FACE BLOCK: # I 130'-0" MANUFACTURER: AMCON FINISH: ARCHITECTURAL ROCK FACE (SEALED) COLOR: #349 ESPRESSO MORTAR: FROM 4740 MUSHROOM ROCK FACE BLOCK: #2 MANUFACTURER: AMCON FINISH: ARCHITECTURAL ROCK FACE (SEALED) COLOR: #31 I GOLD LEAF MORTAR: PRISM 3420 BEACH SAND ACCENT BLOCK: #3 DISSEMINATION MAY NOT BE MADE MANUFACTURER: AMCON FINISH: SINGLE SCORE BURNISHED (SEALED) COLOR: 504 CINNAMON MORTAR: FROM 3420 BEACH SAND ACCENT BLOCK: #4 (WINDOW SILL) MANUFACTURER: AMCON FINISH: SINGLE SCORE BURNISHED (SEALED) COLOR: #349 ESPRESSO MORTAR: PRISM 4740 MUSHROOM ACCENT BLOCK: #5 (WINDOWSILL) MANUFACTURER: AMCON FINISH: SINGLE SCORE BURNISHED (SEALED) COLOR: #3 1 1 GOLD LEAF MORTAR: PRISM 3420 BEACH SAND CONCRETE UTILITY BRICK: #I q t I00' - O" MANUFACTURER: AMCON 5PEK-BRIK SIZE: UTILITY COLOR: #939 PANAMA CITY BLEND MORTAR: PRISM 4740 MUSHROOM CONCRETE UTILITY BRICK: #2 MANUFACTURER: AMCON 5PEK-BRIK SIZE: UTILITY COLOR: #921 FIREBRICK RED MORTAR: PRISM 3420 BEACH SAND EXTERIOR INSULATION FINISH SYSTEM EIFS # 1: MANUFACTURER: DRYVIT FINISH: SANDBLAST COLOR: 1 13 AMARILLO WHITE EXTERIOR INSULATION FINISH SYSTEM EIFS #2 MANUFACTURER: DRYVIT FINISH: SANDBLAST COLOR: 1 12 5ANDLEWOOD BEIGE PREFINI5HED ALUMINUM CAP FLASHING: MANUFACTURER: UNA-CLAD FINISH: .032 ALUMINUM COLOR: CHAMPAGNE PREFINI5HED STANDING SEAM METAL ROOF AND CANOPY: MANUFACTURER: UNA-CLAD TYPE: .032 ALUMINUM COLOR: CHAMPAGNE ALUMINUM STOREFRONT WINDOWS AND DOORS: MANUFACTURER: STANLEY STYLE: DURA GLIDE 3000 SERIES FINISH: ANODIZED ALUMINUM PAINTED METAL: MANUFACTURER: SHERWIN WILLIAMS TYPE: SEMI GLOSS HM DOOR * FRAME: SW G 109 HOPSACK TRA5HGATE5 : SW G 109 HOPSACK BOLLARDS: SW G 109 HOPSACK TRASH AREA POSTS: SW G 109 HOPSACK INSULATED COILING ROLL DOWN DOOR: MANUFACTURER: DYNAMIC DOCK * DOOR FINISH: MFG PPEFIN15H FABRIC AWNING: MANUFACTURER: 5U N BRELLA COLOR: #5032 BLACK GREEN WALL: MANUFACTURER: MCNICHOL5 ECO -MESH FINISH: JET BLACK POWDER COAT TRELLIS: TYPE: TREATED CEDAR WOOD FINISH: CLEAR WOOD SEALER SEE LIGHTING PIAN FOR FIXTURE TYPES Ql d'2015 11:53!09A T.O.TOWEP PREPARED FOR: 130'-0" FLASHING _� — -- 1271.41 1 Joest Bearing A -- EIFS #2 1221-811 _ CORNICE_ — EIFS#I ROCKFACE BLOCK #2 ALL ARCHITECTURAL AND ENGINEERING a h DRAWINGS ARE IN CONFIDENCE AND EIFS #2 ZQ DISSEMINATION MAY NOT BE MADE � • • RECESS ��,y�_ �y • _ I I_. Y �.�{�w�Lii4£xFW.Y4Gd4:if.` ACCENT BLOCK #3' '�A�YIF•... — ACCENT BLOCK #3 ARE HEREBY SPECIFICALLY RESERVED. SINGLE SCOPE CMU BLOCK T U Z ROCKFACE BLOCK # I SPECIFICATION, OR REPORT WAS PRE- UTILITY T� i BRICK # I I st Floor SUPERVISION AND THAT I AM A DULY q t I00' - O" North SCALE 1/8" = 1'-0" EIF5 #2 CORNICE EIF5 # I ALUM CAP FLASHING STANDING SEAM METAL ROOFING rh T.O.TOWER qu 130'-0" _ V KN ... Z JnN 1rCf . T.O.W. Joest Bearing A 1 22' - 8" ACCENT BLOCK #3 SINGLE SCORE CMU BLOCK UTILITY BRICK #2 EIFS #2 RECESS UTILITY BRICK # I 1st Floor 100, - 0" South EI175 #2 CORNICE I STANDING SEAM METAL ROOFING – ALUM CAP FLASHING EIF5#I SIGN 'A' TENANT SIGNAGE 42" LETTERS (VARIANCE REQUEST) TOTAL WALL AREA: 3,,,,13529F ALLOWABLE SIGNAGE: I G8 5F (5%) (33'-G" x 5'-0" SHOWN DASHED) 33' G 1 F °I vi. {HEi sl9 UTILITY BRICK #2 ALUMINUM STOREFRONT SYSTEM WALL PAC LIGHT TYP. _ EIFS #2 CORNICE EIF5 # I ALUM. CAP FLASHING i.as:Tat27i1.ir.'§ iy- 5`€." ka».lv�' """"""«l"" :t 119 W7 I st W7-1 odi__ ALUM CAP FLASHING — EIFS #2 CORNICE ih T.O.TOWEP 130'-0" 1 T.O.W. 1271-411 1 Joist Bearmct A 11 122'-8" EIFS # I EIFS #2 RECE55 ACCENT BLOCK #3 SINGLE SCORE CMU BLOCK TYP. UTILITY BRICK # I --� rh 15t Floor qu IOa-0" East SCALE 1/8" = I' -O" n PREPARED FOR: — ALUM CAP. FLASHING �INj JOINTURE J 1 S -- EIFS #2 {PASS �ryRTER�_. _ CORNICE_ — EIFS#I •' ALL ARCHITECTURAL AND ENGINEERING a 0.75o DRAWINGS ARE IN CONFIDENCE AND SII ZQ DISSEMINATION MAY NOT BE MADE � • • g II►,{ ��,y�_ �y • _ I THE ARCHITECT. ALL COMMON LAW Y �.�{�w�Lii4£xFW.Y4Gd4:if.` :.%i� l '�A�YIF•... — ACCENT BLOCK #3 ARE HEREBY SPECIFICALLY RESERVED. T U Z I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- T� i PARED BY ME OR UNDER MY DIRECT €�r£hr�a:aa1�rB SUPERVISION AND THAT I AM A DULY I� n I OF THE STATE OF MINNESOTA. RECESS PRINT NAME: Andrew Krenik — ROCKFACEBLOCK#I SIGNATURE: DATE: OG/ 18/2015 LICENSE #: xxxxx Drawn By: 55 Checked By: AK Rew51on5 & Addendum5 OG/05/ 15 City Submittal OG/ 18115 City Resubmittal } !■■■■ ■■N■■■ ■■■�■I■■■iss�n■nnn■■n■■n ■�■n m■�■ ■■�■■■u�1 - -� Hip - W7 I st W7-1 odi__ ALUM CAP FLASHING — EIFS #2 CORNICE ih T.O.TOWEP 130'-0" 1 T.O.W. 1271-411 1 Joist Bearmct A 11 122'-8" EIFS # I EIFS #2 RECE55 ACCENT BLOCK #3 SINGLE SCORE CMU BLOCK TYP. UTILITY BRICK # I --� rh 15t Floor qu IOa-0" East SCALE 1/8" = I' -O" n West `rt SCALE I /8" = A SIGN 'C' TENANT SIGNAGE 30" LETTERS TOTAL WALL AREA: 3,940 SF ALLOWABLE SIGNAGE: 197 SF 1501.)128'-0" x 7'-0" 5HOWN DASHED) 281-0 4 DN G ALUMINUM WINDOW CMU SILL BLOCK #4 T' STANDING SEAM METAL ROOFING EIFS #2 CORNICE — — EIFS#I — — METAL CANOPY EIFS #2 RECESS UTILITY BRICK # 1 UTILITY BRICK #2 SIGN 'B' TENANT SIGNAGE 30" LETTERS TOTAL WALL AREA: 3,728 SF ALLOWABLE 51GNAGE-7rrG SF (57.) 37- (37'-0" x 5'-0" SHOWN DASHED) 0 B � r UTII I IY BRICK 4 ACCENT BLOCK #3 °�'' HOLLOW METAL DOOR ALUM CAP FLASHING EIF5 #2 CORNICE EIF5 #I UTILITY BRICK #1 CEDARTRELUS TRASH AND RECYCLING ELECTRICAL EQUIPMENT (BY ELECTRICAL) STANDING SEAM METAL ROOFING 7EIF5 #2 'z�_-CORNICE- - 1, NO! �■■ ■■■■■■ ■■■■ V ■■■ O ■ ■■■ ■IN MN Iwo ■ ■■ ® I w Iw 0 I Immallimmmmmal I f EwWA ISM '1N mames�r.,en.�xnxaa ALUMINUM STOREFRONT UTILITY BRICK #2. WALL SCONCE (@8'-0" TYP) CMU SILL ACCENT BLOCK #4 ALUMINUM WINDOW ALUMINUM STOREFRONT SYSTEM UTILITY BRICK # I I T U S H I E MONTGOMERY A R C H I T E CTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423-4084 G12 .8GI. 9G3G FAX:. G 1 2. 8G 1. 9632 WWW TMIARCHITECT5 COM PREPARED FOR: — ALUM CAP. FLASHING �INj JOINTURE J 1 S -- EIFS #2 {PASS �ryRTER�_. _ CORNICE_ — EIFS#I W ALL ARCHITECTURAL AND ENGINEERING a 0.75o DRAWINGS ARE IN CONFIDENCE AND ZQ DISSEMINATION MAY NOT BE MADE W LU _ I THE ARCHITECT. ALL COMMON LAW w RIGHTS OF COPYRIGHT AND OTHERWISE, — ACCENT BLOCK #3 ARE HEREBY SPECIFICALLY RESERVED. T U Z I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- T� i PARED BY ME OR UNDER MY DIRECT €�r£hr�a:aa1�rB SUPERVISION AND THAT I AM A DULY I� n — EIFS #2 OF THE STATE OF MINNESOTA. West `rt SCALE I /8" = A SIGN 'C' TENANT SIGNAGE 30" LETTERS TOTAL WALL AREA: 3,940 SF ALLOWABLE SIGNAGE: 197 SF 1501.)128'-0" x 7'-0" 5HOWN DASHED) 281-0 4 DN G ALUMINUM WINDOW CMU SILL BLOCK #4 T' STANDING SEAM METAL ROOFING EIFS #2 CORNICE — — EIFS#I — — METAL CANOPY EIFS #2 RECESS UTILITY BRICK # 1 UTILITY BRICK #2 SIGN 'B' TENANT SIGNAGE 30" LETTERS TOTAL WALL AREA: 3,728 SF ALLOWABLE 51GNAGE-7rrG SF (57.) 37- (37'-0" x 5'-0" SHOWN DASHED) 0 B � r UTII I IY BRICK 4 ACCENT BLOCK #3 °�'' HOLLOW METAL DOOR ALUM CAP FLASHING EIF5 #2 CORNICE EIF5 #I UTILITY BRICK #1 CEDARTRELUS TRASH AND RECYCLING ELECTRICAL EQUIPMENT (BY ELECTRICAL) STANDING SEAM METAL ROOFING 7EIF5 #2 'z�_-CORNICE- - 1, NO! �■■ ■■■■■■ ■■■■ V ■■■ O ■ ■■■ ■IN MN Iwo ■ ■■ ® I w Iw 0 I Immallimmmmmal I f EwWA ISM '1N mames�r.,en.�xnxaa ALUMINUM STOREFRONT UTILITY BRICK #2. WALL SCONCE (@8'-0" TYP) CMU SILL ACCENT BLOCK #4 ALUMINUM WINDOW ALUMINUM STOREFRONT SYSTEM UTILITY BRICK # I I T U S H I E MONTGOMERY A R C H I T E CTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423-4084 G12 .8GI. 9G3G FAX:. G 1 2. 8G 1. 9632 WWW TMIARCHITECT5 COM ALUM CAP FLASHING EIFS #2 CORNICE EfFS # I UTILITY BRICK # I ACCENT BLOCK #3 SINGLE SCORE CMU BLOCK TYP. ROCKFACEBLOCK #2 COILING ROLL DOWN DOOR CEDAR TRELLIS ROCKFACE BLOCK # I RY' PRE` MF R N 1401 ®R�G�`o G 215027A EXTERIOR ELEVATIONS (WITHOUT LANDSCAPING) A2.0 0 2014 T"shi Montgomery t Assoaates, Inc. PREPARED FOR: — ALUM CAP. FLASHING �INj JOINTURE J S -- EIFS #2 {PASS �ryRTER�_. _ CORNICE_ — EIFS#I W ALL ARCHITECTURAL AND ENGINEERING a 0.75o DRAWINGS ARE IN CONFIDENCE AND ZQ DISSEMINATION MAY NOT BE MADE W LU _ I THE ARCHITECT. ALL COMMON LAW w RIGHTS OF COPYRIGHT AND OTHERWISE, — ACCENT BLOCK #3 ARE HEREBY SPECIFICALLY RESERVED. T U Z I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- T� i PARED BY ME OR UNDER MY DIRECT U SUPERVISION AND THAT I AM A DULY ALUM CAP FLASHING EIFS #2 CORNICE EfFS # I UTILITY BRICK # I ACCENT BLOCK #3 SINGLE SCORE CMU BLOCK TYP. ROCKFACEBLOCK #2 COILING ROLL DOWN DOOR CEDAR TRELLIS ROCKFACE BLOCK # I RY' PRE` MF R N 1401 ®R�G�`o G 215027A EXTERIOR ELEVATIONS (WITHOUT LANDSCAPING) A2.0 0 2014 T"shi Montgomery t Assoaates, Inc. PREPARED FOR: — ALUM CAP. FLASHING �INj JOINTURE RE S -- EIFS #2 {PASS �ryRTER�_. _ CORNICE_ — EIFS#I — ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE — UTILITY BRICK WITHOUT PRIOR WRITTEN CONSENT OF #I THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, — ACCENT BLOCK #3 ARE HEREBY SPECIFICALLY RESERVED. SINGLE 5CORE CMU BLOCK I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- - ROCKFACE BLOCK #2 PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS — EIFS #2 OF THE STATE OF MINNESOTA. RECESS PRINT NAME: Andrew Krenik — ROCKFACEBLOCK#I SIGNATURE: DATE: OG/ 18/2015 LICENSE #: xxxxx Drawn By: 55 Checked By: AK Rew51on5 & Addendum5 OG/05/ 15 City Submittal OG/ 18115 City Resubmittal ALUM CAP FLASHING EIFS #2 CORNICE EfFS # I UTILITY BRICK # I ACCENT BLOCK #3 SINGLE SCORE CMU BLOCK TYP. ROCKFACEBLOCK #2 COILING ROLL DOWN DOOR CEDAR TRELLIS ROCKFACE BLOCK # I RY' PRE` MF R N 1401 ®R�G�`o G 215027A EXTERIOR ELEVATIONS (WITHOUT LANDSCAPING) A2.0 0 2014 T"shi Montgomery t Assoaates, Inc. North Elevation SCALE 1 /8" = '-0" South Elevation East Elevation SCALE I /8" = 1'-0" in n n 41 VVCiJIi LICiVGILIVII SCALE -1/5"= P-0" Q 18/2015 1 1:54:02 W 1 0 2014 Tushie Montgomery t Associates, Inc. T U S H I E MONTGOMERY ARCHITECTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423-4054 G12 .8GI. 9630 FAX: G12 . 8G I. 9632 WWW TMIARCHITECTS . COM J Q � U W C n J � Cly — Q z � W~ U)CzW Q Cz z Q U PREPARED FOR: %MURE PW 0 OW�'I�INERS' NGINEERING ALL ARCHITECTURAL AJNE DRAWINGS ARE IN IDENCE AND DISSEMINATION MAY BE MADE WITHOUT PRIOR WRITONSENT OF THE ARCHITECT. ALLMMON LAW RIGHTS OF COPYRIGHOTHERWISE, ARE HEREBY SPECIFIRESERVED. I HEREBY CERTIFY THIS PLAN, SPECIFICATION, OR RT WAS PRE- PARED BY ME OR MY DIRECTSUPERVISION AND TAM A DULYLICENSED ARCHITECT R THE LAWSOF THE STATE OF MINTA.PRINTNAME: Andrew KreSIGNATURE: DATE: OG/18/2015 LE #: xxxxx Drawn By: 55 Checked By: AK Rev 5ion5 t Addend=s OG/05/15 City Submittal OG/ 18/15 City Resubmittal -PREL MF R O Cl \0'9 O G 215027A EXTERIOR ELEVATIONS (WITH LANDSCAPING) A2. 1 0 2014 Tushie Montgomery t Associates, Inc. 9'Sa �3" I r � a '^e rayl' 1 _ �K IYI �N INI ii 111411 r i� SIi It; ^" t{ {t a it iei� •ffl f{iy' ,. GII� iG Iil 1 csa� e . 1 1 1 �J 1?,• lo. 1 �bn' 9 ai n s,"I la In (1 il. tl II'I m `°:?a°§.�a eu y^3': .I Rfr &At1311rV--=�H�I .a..Jr 111 [/ I{ , .. Idyl: +iiYa I? {�+ .y trll Ilul l v.. xaOElm K i m L®�I41Q�N �111�11II"51F VIi II It 1 II. II #ie04 iA A C.,' rr �IOU �+e"mav®n m.m -.me Itvlil]UW Uiy r r..:. n li ati'I lyS� tl ntpj raj IILI 'll�t..nn �.sv�i�_ _W+w+si_ .i{R{® IF�4 _.�ruam'msn.�.K��a�,2,-��n:rr�Ktsavm.,� 3T ..„.� _,. � {r k k �. Ui '_' _.......�-,N+m"'"µ�.�yyti�HY�1� �M t a t ....'•. �q '°'oaF'm—mG&•.3mmna.�rn +.w ie ;. t"7 aL' G Ji� m5 t i IiN i Jd 1 Ay fl lvuj 7� WINvGpy5Y6@KflWo'N4NeW...._ , w ^ ate'"^ 1 !f krl 1 , CI,CtaWV..r- I - --i 1M1 �f i (9 III 9 'Y F5 2ID a1 ce,maw .�lp w¢uuvnm Ila!)p lV6F Ww A'ip - —21 III i CHANHASSEN aPECIALTY RETAI'L VILLAGE ON `I HE PONDS LAKE DRIVE &MAIN STREET CHANHASSEN, MINNESOTA ABBREVIATIONS ABV -ABOVE ACC -ACCESSIBLE AFF -ABOVE FINISHED FLOOR ARCH -ARCHITECT ALUM -ALUMINUM APPROX -APPROXIMATE BPL -BEARING PLATE BM -BENCH MARK BLKG -BLOCKING BOT -BOTTOM BOW -BOTTOM OF WALL CIP -CAST-IN-PLACE CB -CATCH BASIN CLG -CEILING CT -CERAMIC TILE CLF -CLEAR (ANCE) CONC -CONCRETE CMU -CONCRETE MASONRY UNIT CONST -CONSTRUCTION CONT -CONTINUE (OU5) CRS -COURSE ci -CONTROL JOINT DTL -DETAIL DIA -DIAMETER DIM -DIMENSION DR -DOOR DS -DOWNSPOUT DWG -DRAWING DF -DRINKING FOUNTAIN ELECT -ELECTRIC (AL) EL , -ELEVATION EQ -EQUAL EXH -EXHAUST EXI5T -EXISTING EJ -EXPANSION JOINT EXP -EXPANSION EF -EXHAUST FAN ELEC PNL -ELECTRICAL PANEL EWC' -ELECTRIC WATER COOLER EXT I -EXTERIOR FFE -MANHOLE -FINISHED FLOOR ELEVATION FPL -FIREPLACE FD j -FLOOR DRAIN FTG -FOOTING FND -FOUNDATION FH -FIRE HYDRANT GA, NTS -GAGE, GAUGE GAL\ -NUMBER -GALVANIZED GC OPNG -GENERAL CONTRACTOR GB -OPPOSITE -GRAB BAR HD OD -HARDWARE HVAC -OVERHEAD -HEATING / VENTILATION / -OVERHEAD DOOR PAR AIR CONDITIONING HT -PARTITION -HEIGHT HC -HANDICAP HM -HOLLOW METAL HOPI -HORIZONTAL HB -HOSE BIBS INCL -INCLUDE ID -INSIDE DIAMETER IN5U'L -INSULATION INT -INTERIOR INV -INVERT JST -JOIST LAM -LAMINATE LAV -LAVATORY LH -LEFT HAND LT -LIGHT MAT -MATERIAL MH -MANHOLE MFR -MANUFACTURE MAS -MASONRY MO -MASONRY OPENING MTL -METAL MI5C -MISCELLANEOUS NIC -NOT IN CONTRACT NTS -NOT TO SCALE NO -NUMBER OC -ON CENTER OPNG -OPENING OPP -OPPOSITE OPH -OPPOSITE HAND OD -OUTSIDE DIAMETER OH -OVERHEAD OHD -OVERHEAD DOOR PAR -PARALLEL PART -PARTITION PVMT -PAVEMENT P LAM -PLASTIC LAMINATE PL -PLATE PT -PRESSURE TREATED PVC -POLYVINYL CHLORIDE P5F -POUNDS PER SQUARE FOOT PSI -POUNDS PER SQUARE INCH PC -PRECAST PL -PROPERTY LINE PP -POWER POLE QT -QUARRY TILE R -RADIUS RA -RETURN AIR RD -ROOF DRAIN REF -REFERENCE RF -ROCK FACE RH -RIGHT HAND ROW -RIGHT OF WAY RM -ROOM RO -ROUGH OPENING R*5 -ROD AND SHELF SHTG -SHEATHING SHR -SHOWER SIM -SIMILAR SC -SOLID CORE SPEC -SPECIFICATIONS SQ -SQUARE S 5TL -STAINLESS STEEL SD -STORM DRAIN STRUCT -STRUCTURAL 5YM -SYMMETRY (ICAL) THK -THICKNESS TOC -TOP OF CONCRETE T05 -TOP OF SLAB TOW -TOP OF WALL T -TREAD TYP -TYPICAL TOP -TOP OF FOOTING UINF -UNFINISHED UK -URINAL VINO -UNLESS NOTED OT! iEKWI5E VERT -VERTICAL VTR -VENT THRU ROOF WD -WOOD WC -WATER CL05ET WH -WATER HEATER WP -WATERPROOFING WR -WATER RESISTANT WNW -WELDED WIRE FABRIC W -WIDTH, WIDE YH -YARD HYDRANT YD -YARD DRAIN YI -YARD INLET PROJECT TEAM DEVELOPER: VENTURE PA55 F( RTNEK5, LLC. RANDY RAUWERDINK rrauwerdlnk@vertulrepa55.net I OG20 WATERFORD COURT (G 1 2) 801-4313 SHOREWOOD, MN 55331 ARCHITECT: TU5HIE MONTGOMERY ARCHITECTS ANDREW KRENIK - PROJECT ARCHITECT Andyk@tmlarchltect5.com 7645 LYNDALE AVENUE SOUTH, # 100 MINNEAPOLIS, MINNESOTA .55423 LANDSCAPE ARCHITECT: (G 1 2) 8G I -9G3G FAX (G 1 2) SG I -9632 TU5HIE MONTGOMERY ARCHITECTS GARY TU5HIE garyt@tmlarchltect5.com KEVIN KROEN (DESIGNER) kevink@tmlarchltect5.com 7645 LYNDALE AVENUE SOUTH, # 100 (G 1 2) 8G I -9G3G MINNEAPOLIS, MINNE50TA 55423 FAX (G 1 2) OG 1-9632 CIVIL ENGINEER: 5AM13ATEK MIKE BULTMAN 12800 WHITEWATER DRIVE, #300 MINNETONKA, MN 55343 mbuItman@5amtgatek.com (7G3) 47G -GO 10 FAX (7G3)47G-8532 MECHANICAL � ELECTRICAL ENGINEER: CAIN THOMAS A5501CATE5 JAY CAIN BIRCH LAKE PROFESSIONAL BUILDING 13 10 EAST HIGHWAY 9G WHITE BEAR LAKE, MN 551 10 Jcaln@camthoma5.com (G51) 42G 9549 FAX (G5 1) 42G 5048 SITE LOCATION GENERAL NOTES ALL NECESSARY AND/OR REQUIRED TESTS, INSPECTIONS SHOP DRAWING REVIEWS AND DRAWING INTERPRETATION5, REQUIRED BY THE GENERAL CONDITIONS, SHALL BE EXECUTED BY A. REGISTERED ARCHITECT AND/OR BY A REGISTERED ENGINEER; IF NOT, THE. ARCHITECT OF RECORD AND/ OR THE ENGINEER OF RECORD SHALL BE HELD HARMLESS FOR THAT PORTION OF THE WORK IMPROPERLY EXECUTED. THE INSPECTION ARCHITECT AND/OR ENGINEER SHALL BECOME RESPONSIBLE FOR TH05E INSPECTIONS, DEC15IONS.AND/OR DOCUMENT INTERPRETATIONS MADE AS THEY RELATE TO THE CONTRACT DOCUMENTS AND THEIR INTENT. ■ DIMENSIONS GIVEN FOR MASONRY ON ARCHITECTURAL DRAWINGS, ARE NOMINAL UNLESS OTHERW15E NOTED. ■ SCALED MEASUREMENTS OF DRAWINGS SHALL NOT BE ALLOWED. 0 DIMENSION FOR STUD WALLS ARE TO FACE OF STUD AND DIMENSIONS FOR MASONRY WALLS ARE TO FACE OF BLOCK UNLESS STATED OTHERWISE. ■ ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES AND M05T STRINGENT SHALL APPLY. PROJECT INFO. PROPOSED BUILDING SINGLE STORY SPECIALTY RETAIL GROUND FLOOR ................................... 23,520 S.F. BUILDING CONSTRUCTION IS FOR SHELL SPACE ONLY. ANTICIPATED USE IS RETAIL. INTERIOR LAYOUT AND TENANT CODE EVALUATION TO BE DETERMINED BY TENANT IMPROVEMENT PLANS SUBMITTED UNDER SEPARATE CONTRACT. CODE INFORMATION DRAWINGS AND CONSTRUCTION SHALL COMPLY WITH MINNESOTA STATE BUILDING CODE INCLUDING INTERNATIONAL BUILDING CODE, YEAR 2012 EDITION AS ADOPTED, QUALIFIED AND AMENDED BY MN 515C JUNE 2, 2015 TYPE OF CONSTRUCTION I I -B TOTAL BUILDING FOOTPRINT AREA 23,520 5F BUILDING WILL BE 5PRINKLERED PER NEPA 13 IBC TABLE 503 ...................... M OCCUPANCY (MERCANTILE) BASIC ALLOWABLE AREA: 12,500 5F AREA MODIFICATIONS: IBC 506.3 (INCREASE 300% 37,500 SF W/ AUTOMATIC SPRINKLERS) TOTAL ALLOWABLE AREA: 50,000 SF IBC 508.3.2: ................................ NO SEPARATION REQUIRED (NONSEPERATED OCCUPANCY) BUILDING AREA OF 23,520 SF <50,000 SF OCCUPANT LOAD IBC TABLE 1004. 1 . 1 23,520/30 = 784 OCCUPANTS EXIT ACCESS REQUIREMENTS: IBC 1014.3: EXC. #I COMMON PATH OF EGRESS TRAVEL < 75' DISTANCE PROVIDED <75' IBC TABLE 101 5. 1: 4 EXITS PROVIDED IBC 101 5.2. 1: EXC. #2 SEPARATE DISTANCE BETWEEN EXITS SHALL BE > 1/3 DIAGONAL DISTANCE DISTANCE PROVIDED > 1/3 IBC TABLE 101 G. I: MAXIMUM TRAVEL DISTANCE W/ AUTOMATIC SPRINKLERS: 250' MAXIMUM PROVIDED DISTANCE IS <250' CS COVER SHEET SURVEY CIVIL C1.01 TITLE SHEET C2.01 EXISTING CONDITIONS C2.02 DEMOLITION PLAN 02.03 PRELIMINARY PLAT C3.01 CIVIL SITE PLAN C4.01 GRADING PLAN C5.01 FRO51ON CONTROL PLAN - PHASE I C5.02 EROSION CONTROL PLAN - PHASE I C5.03 EROSION CONTROL DETAILS CG.01 UTILITY PLAN C7.01 CONSTRUCTION DETAILS C7.02 CONSTRUCTION DETAILS C7.03 CONSTRUCTION DETAILS C7.04 CONSTRUCTION DETAILS ARCHITECTURAL LI.O SVTE PLAN L2.0 PLANTING PLAN L3.0 SITE DETAILS L3.1 PLANTING DETAILS L4.0 51TE LIGHTING A1.0 FLOOR PLAN A 1 . 1 ROOF PLAN A2.0 ELEVATIONS (WITHOUT LANDSCAPING) A2.1 ELEVATIONS (WITH LANDSCAPING) A2.2 PERSPECTIVES CI1 YOFCWANHpgSEN RECEIVED JUN 0 5 2015 owhiftN9DEpr T U S H I E MONTGOMERY ARCHITECTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423-4054 G12 . 8G I. 9G3G FAX: G 1 2. 8G 1. 9632 WWW TMIARCHITECT5 . COM SCANNED vjW Z Luczcz PREPARED FOR: ENJURE� I?A „PARTNERS, ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: Andrew Krenik SIGNATURE: DATE: OG/04/2015 LICENSE #: xx m Drawn By: 55 Checked By: AK Revisions 6 Addendums OG/05/ 1 5 City Submittal SCANNED P NOS FcRvocjSON 215027A Coves Sheet _c5_ 6/5/2015 1 L29:44 AM ® 2014 T:nhie Montgomery { NSoaa[es, lac. W = U T M U� vjW Z Luczcz PREPARED FOR: ENJURE� I?A „PARTNERS, ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: Andrew Krenik SIGNATURE: DATE: OG/04/2015 LICENSE #: xx m Drawn By: 55 Checked By: AK Revisions 6 Addendums OG/05/ 1 5 City Submittal SCANNED P NOS FcRvocjSON 215027A Coves Sheet _c5_ 6/5/2015 1 L29:44 AM ® 2014 T:nhie Montgomery { NSoaa[es, lac. DRAFT VILLAGES ON THE PONDS 11TH ADDITION KNOW ALL MEN BY THESE PRESENTS: That Pond Promenade Ventures, LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot B, VILLAGES ON THE PONDS 4TH ADDITION, according to the recorded plat thereof, Carver County, Minnesota. Has caused the same to be surveyed and platted as VILLAGES ON THE PONDS 11TH ADDITION, and does hereby dedicate to the public for public use the drainage and utility easements as created herewith. I � In witness whereof said Pond Promenade Ventures, LLC, a Minnesota limited liability company, Inc. a Minnesota corporation, has caused these presents to be signed by its proper officer this day of 20 i/ /, 14 1 -I- 1 1 r - I I I\I Signe ♦/ I r L_ By: as r, /, 1. 1 r♦ \ / I I I A /, r- ,. I \ Al „ r- ,. /, L I -I- I I r- r, „ . 1 r. -, NORTH 'I- S89045'07"W 148.33 FD LS14675-% _ \r/ i �_ �_ i-\ I♦� 1__ ♦1 I♦i I\I i I I �_ i' I♦i i r 1_i �1 FD LS14675 STATE OF MINNESOTA I 19.641% COUNTY OF \ 10r /, r, r� w r� r� 1 -r , /, . 1 < Fe 1 I i_� I I I I I I I I I n t /w \ 1 DRAINAGE & UALITY EASEMENT- - I ♦ >.R522 L/ / \ Ll Ll 1 1 1%111 SB3000'po W •1.�-. la_ 1 16 The foregoing instrument was acknowledged before me this day of 20 by I I,I 1 �_ ��- 49.76 J I ♦/ I r 1 1 1 L_ M `_ / as of Pond Promenade Ventures, LLC, a Minnesota limited liability company, on behalf of the 1 w 1Q• Fp LS15612 0 — — — — — — — — company. I , r=---- _------------------- - , 68�2� ' - - S69 41'360W 198".65 � i' NP1V ITy EASEMENT do o I LO .'20.00 rN IN i,i i i I • --- MPO GE ' ------ -- 1 ♦/ 1 r L... '23 _>-DRAINA I�„r------- ,�-------------- �1 - - - ,' - 389 41;i6'W 189.56 Notary Public, County, Minnesota I EAST - 2p,00 �'2� - I \>19.92 My Commission Expires 121.70 18.21: _ �_ R-3 �; �1 I FD MAC NAIL 576i�32`W224.38,--�vol�CP ,' EAST 196.20 1 Rick M. Blom do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of J fo I OV 48516 SF ,0025 Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all O monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, I �E(F\L P 6(�°4� 1 O Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.C.Brg--t480 c• - e 1 \ rPillC =g419 1,7° 4p 2 r -/- I L=94.57 R=306.57 6-A,7041 = s>,! I 3 ih Rick M. Blom, Licensed Land Surveyor, Minnesota License No. 21729 I`'t�r M I 1 / 1 2 <• I \ m 1 ;11 � ♦ I 1 (+ � O O LOT 1 F I z STATE OF MINNESOTA 1 Ilm r INn IZ c 1.783 AC fL' I O) N Ln O° 77,657 SF COUNTY OF 0 1 Ike Ir0 L� z rn k-3 O� Ups z The foregoing instrument was acknowledged before me this day of 20 by Rick M. Bllom, a Licensed Land Surveyor. `- i', I 11� BLOCK 1 m z �W I 0 Notary Public, County, Minnesota t J > 5W I N z Olrl IWO My Commission Expires \ < 1 zi 1� 10 \ \ 20` CITY COUNCIL, CHANHASSEN, MINNESOTA 10 I hereby certify that on the day of 20, the City Council of the City of Chanhassen, Minnesota, approved this plat.�w \ y�0 Clerk By: Mayor By: ON 08/19/2014: WATER / I 10 COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA \n \ \ _ ^ ct \ o, I \ >_ Nom\ I �� ep 4t o � TO-, ” wN< m / ILn Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 20 RFs 0 \\ -o� EpGE / o John E.Freemyer,County Surveyor u s \ \ / RAIN _ ------------------------J �1 �`LI P\ �Liks \ \ N /' / AGE Bs UTILITY1` >�zrz� j \,\ \ \ \ /i - - :' EASEMENT°43'30„ FD LS 47481 D__24 - - N89045'07"E 118.62 By Z \\ \ \ <\ `ri R�3g5 UN COUNTY AUDITOR/TREASURER, CARVER COUNTY, MINNESOTA c` I^ \\ \ \\ S�O,� a p \ \ ZD yf r- -r 1 1 r- r, /, \ 1 r- \\.� I L_ L_ /-\\ :: 1-_ .: 1,: ��: ~� �_ 1 1.: 1�1 L: .: BENCHMARK I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of ' ` �p �\ \ moi. �Y , / IS. TNH:949.94 , 20 I-.', r� "',\� I FOP Laurie Davies, County Auditor/Treasurer 0 COUNTY RECORDER, CARVER COUNTY, MINNESOTA I hereby certify that this plat of VILLAGES ON THE PONDS 11TH ADDITION was filed this .M. as Document No. John E. Freemyer, County Recorder 32 M 1 1I L1J Ir, --J 60 'T— i r-, L r r-, r \ L_J ,r N.T.S. C.Brg.=N80°09'15"E L -,� ' .' I\ C.=94.19 0js / r, L1_ 'T— i R-306.57 R-306.57 L=94.57 A--17°40'28" ,r N.T.S. C.Brg.=N80°09'15"E ' .' I\ C.=94.19 0js / � r O DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO. 21729. day of 201 at o'clock_ %6,2�°9 \ 5 • DENOTES 1/2 INCH IRON MONUMENT FOUND. / NORTH \23 / / 0 30 60 THE EAST LINE OF OUTLOT B, VILLAGES BY THE PONDS DETAIL A NOT TO SCAL� HAVE A IS SI4 SCALE IN FEET NORTH 00 DEGREESDDITION, MINUTSUMED ES 53 SECONDS WESNG T. \ SAM BATE K, INC. BENCHMARK: TOP NUT OF HYDRANT SOUTHERLY OF ENGINEERING PLANNING SOUTHEAST PROPERTY CORNER. ELEVATION=949.94 AND LAND SURVEYING — CONSULTANT CONTACT LIST: DEVELOPER/OWNER VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 TEL 612-801-4313 CONTACT: RANDY RAUWERDINK ARCHITECT TUSHIE MONTGOMERY ARCHITECTS 7645 LYNDALE AVENUE SOUTH, SUITE 100 MINNEAPOLIS, MN 55423 TEL 612-861-9636 CONTACT: ANDY KRENIK GEOTECHNICAL BRAUN INTERTEC 1826 BUERKLE ROAD SAINT PAUL, MN 55110 TEL 651-487-7011 FAX 651-487-1812 CONTACT: STEVE MARTIN Jun 05, 2016 - 9 34a - U,e,549 Site Development Plans for Chanhassen CIVIL ENGINEER SAM BATE K 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 FAX 763-476-8532 CONTACT: MICHAEL BULTMAN 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 FAX 763-476-8532 CONTACT: RICK BLOM LANDSCAPING TUSHIE MONTGOMERY ARCHITECTS 7645 LYNDALE AVENUE SOUTH, SUITE 100 MINNEAPOLIS, MN 55423 TEL 612-861-9636 CONTACT: ANDY KRENIK Reta Spec I ialty Chanhassen., Minnesota Presented by: Venture Pass Partners LLC vR W l4NT EE TI3. - _.` 42. 76t", Al ST. N <v R r_. X sV. ti1ILLj AGE R0. � 'L�. `' * , = W01 �J c'',tV J° c `�1 h uT,t C fiANVI �. CHAN � <- -Hell1 S ' I w W 8t5'} ST ca rte 8th E s / PICHA Df1, rJ x > (W 1AF$K—ET ST, �. j L m DR, Cov- 10 UJ 80 ST. 1PIN , H U SITE LAKE CT. � � ``�1 � DAk,C+7ta f CJ q �J LU ; J Y Lake Susarl In T 1 16N 1 e 11 rsl r R23W14 13Lake 1 E T +232,34 w " UT. -- / } v SUSS. + 1011 86th ST.* ` I2- - Q, wCI.E CTS r� BARBARA `�� — r � — � _J � r� CT.- %'� N.T.S. VICINITY MAP NO SCALE — BENCHMARKS BM NO. 1 TNH ON SOUTH SIDE OF POND PROMENADE. ELEV.=953.58 BM NO. 2 TNH IN SOUTHWEST QUADRANT OF LAKE DR AND MAIN ST. ELEV.=949.94 --SHEET INDEX SHEET DESCRIPTION C1.01 TITLE SHEET C2.01 EXISTING CONDITIONS C2.02 DEMOLITION PLAN C2.03 PRELIMINARY PLAT C3.01 CIVIL SITE PLAN C4.01 GRADING PLAN C5.01 EROSION CONTROL PLAN - PHASE I C5.02 EROSION CONTROL PLAN - PHASE II C5.03 EROSION CONTROL DETAILS C6.01 UTILITY PLAN C7.01 CONSTRUCTION DETAILS C7.02 CONSTRUCTION DETAILS C7.03 CONSTRUCTION DETAILS C7.04 CONSTRUCTION DETAILS qambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 "Wk LLCEV LD Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. _t Michael G. Registratlo d 86U Date: U6/01/2015 If applica , c ntact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: imw Approved: EWM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL Sheet Title TITLE SHEET Sheet No. Revision C1.01 Project No.VEN20145.01 Jun 05,201S - 9:34am - Usco549 L\PR0TECTS\VEN20145.01\dwg\Civil\Preliminary\20145-C2EXCND,dwg r\ r, w I r, r` / I 1 I • r- r, r, A I -I- 1 I r- r, r, k I r, I- /\ r, \I I I I I / tI A F- `, I ANDSCAPE AREA V I L_ L_ /-1 \/ L_ Z/ V I L_ L_ /-\ ,/ L_ 1/ ,/ I r I I I L_ I \/ I Y L/ 1/ 19.6 �1 r7 V 7 pp LS14675 I I I\I I F - ,/ I r I I L_ I L ♦ �� I r, r, 1. 1 r, el F/1 1I\I1 I` I I I I GRAVEL PARKING ^ I' v 'C'\9@U//,. S� / go ` ` R 9�. 960 117 Jun 05,201S - 9:34am - Usco549 L\PR0TECTS\VEN20145.01\dwg\Civil\Preliminary\20145-C2EXCND,dwg r\ r, w I r, r` / I 1 I • r- r, r, A I -I- 1 I r- r, r, k I r, I- /\ r, \I NORTLI Irr1l I ANDSCAPE AREA 9 V I L_ L_ /-\ ,/ L_ 1/ ,/ I r I I I L_ I \/ I Y L/ 1/ 19.6 �1 r7 V 7 pp LS14675 ♦ �� _ fk/S�I' GRAVEL PARKING ^ r♦ r\ r\ A r\ r♦ I -I- 1 r, \ I 4 I 'C'\9@U//,. S� / go ` ` R 9�. r-----------'_ .G"--- '/•. . F e L i / -t� IL i i i i 11` i 1\ r 6NG 1E:944.. . . 10 DD ` _IP `- AREA VED FOR DEI�LOPMENT EASEMENT 60 FD -_ o FD LS15612 0.5 FT W OF eORNER � .- J �% PER DOC. N0.208539 /TEM 1J.4 PROMENADES s ° RE:952.55 / 0 IE:93230 93 - RE.9a8.g�g / /4� t gS0 \ vI GRAVEL PARKING BM#1 t - ,f.-�'\ /o✓ TNH:953.58t - - - - - - - LL _ - O IN PVC PIPE JQ -950— " 99�• � / // / // 944- _— � \ \ —942 1 1 I ttt - 948 SOT � /946i Ir POND :♦ � � � / / / / 08/19/2014: 940.3 m�9G 1 / // WATER LEVEL DN 10 n v�tREARRFSERVED F ROR�� VENT EASEMENT, " s >\ PER,DBLrJJ0.208539 /TEM 11.4 Q � 0 �� WATE i / _ �i # / _ i CRAB APP _ 8 MAP m. RE:945.6244 1_hp IE: 937.67 / IE; 938.3 f \\\ 4 4 4 4 4 4 b �yc Q 4 a IE 9299 LAKE DRIVE OUTLO A I i V 5 B G BASS I Q BASS ry / v W ]'BASS I I ]BASS < --- r s 4 � r, .INGRESS& EGRESS TO r`' LAKE DRIFY.E OSS OUTLOT A !> r, • I -�-1 I r, r, . 1r♦ r- BM#2 T •? '\F S 1 < I I • /♦ r- .` 1 11.\1 I f -I h79'6 I-/ I I I.I I I `. _ n. j, /.... A r / ° V/' 1 1 1 /_A I �, 1-- >� ,. I r 1 1 1 L. ,/ 1. r L/ wL - TNH: 949 �. r �,;� a ,,,' , //� :. 6 LFW RCRAB APP =\��11" L ` ]"BASS 1- N v z ]BASS d� ]BASS a �i4 t� 4Q IE: 4 v ' 60 �y v T m 7 BASS LEGEND / 0 FOUND MONUMENT ceI� WATERMAIN ----- EASEMENT LINE 0 SET MONUMENT i� > —Q SANITARY SEWER - - — - — EM - - SETBACK LINE ® ELECTRIC METER Do —» � STORM SEWER A RIGHT OF ACCESS LIGHT ®—» � FLARED END SECTION CONCRETE CURB �� ac AIR CONDITIONER o--uE� ELECTRIC TRANSFORMER BUILDING LINE E—GUY ANCHOR c UT � —0 TELEPHONE PEDESTAL --------- LiJ r r, e__ r-, BUS S ELTER � J —,.LANDSCAPE TIMBERS (TYP.) / f n r'I -I- I I • r\ r\ I -1- I r, \ 1 �T r♦ 1. 1 -I- I I r- r, r♦ • I r, r� I I by / 1 I 11 1 I I I I 11\I F� I -\ L/ L/ 1 1 I ,/ 1 Y 11 1 Ll SSS ��1 s i r; / ` l Y.. < WJI0 -' di P m_g 945 B-1 60 'rJf YON -- <¢ z ,E < zs< I —DESCRIPTION Outlot B, VILLAGES ON THE POND 4TH ADDITION, Carver County, Minnesota. —PROPERTY SUMMARY REMOMMENE 1. SUBJECT PROPERTY'S ADDRESS IS NOT ASSIGNED, ITS PROPERTY IDENTIFICATION NUMBER IS 258460030. 2. THE GROSS AREA OF THE SUBJECT PROPERTY IS 2.713 ACRES OR 118,173 SQUARE FEET. 3. THE SUBJECT PROPERTY IS ZONED PUD - PLANNED UNIT DEVELOPMENT, PER CITY OF CHANHASSEN ZONING MAP DATED 01/14/2014. —BENCHMARKS SOMEONE 1. THE VERTICAL DATUM IS BASED ON NAVD88. THE ORIGINATING BENCH MARKS ARE MNDOT 1002 AW1 AND MNDOT 1002W, BOTH REFERENCED FROM THE MNDOT GEODETIC DATABASE BENCHMARK #1 TNH on south side of Pond Promenade, as shown. ELEV.=953.58 BENCHMARK #2 TNH in southwest quadrant of Lake or and Main St., as shown. ELEV.=949.94 SURVEY NOTES 1. THE BEARING SYSTEM IS BASED ON THE PLAT OF VILLAGES ON THE PONDS. 2. FIELD WORK WAS COMPLETED ON 08/19/2014. I NORTH 0 30 60 SCALE IN FEET N Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 > MTU1 /TNE 1 A DEVELOPMENT Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification Summary Designed: MGB Drawn: JMw Approved: EWM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL Sheet Title EXISTING CONDITIONS Sheet No. Revision C2.01 Project NO.VEN20145.01 BUILDING CANOPY HANDICAP STALL GM (� ue —® GAS METER � BITUMINOUS SURFACE � i� UTILITY POLE ow OVERHEAD WIRE � CONCRETE SURFACE ■ GUARD POST DECIDUOUS TREE � CONCRETE PAVER SURFACE • BOLLARD + SIGN CONIFEROUS TREE GRAVEL SURFACE v W ]'BASS I I ]BASS < --- r s 4 � r, .INGRESS& EGRESS TO r`' LAKE DRIFY.E OSS OUTLOT A !> r, • I -�-1 I r, r, . 1r♦ r- BM#2 T •? '\F S 1 < I I • /♦ r- .` 1 11.\1 I f -I h79'6 I-/ I I I.I I I `. _ n. j, /.... A r / ° V/' 1 1 1 /_A I �, 1-- >� ,. I r 1 1 1 L. ,/ 1. r L/ wL - TNH: 949 �. r �,;� a ,,,' , //� :. 6 LFW RCRAB APP =\��11" L ` ]"BASS 1- N v z ]BASS d� ]BASS a �i4 t� 4Q IE: 4 v ' 60 �y v T m 7 BASS LEGEND / 0 FOUND MONUMENT ceI� WATERMAIN ----- EASEMENT LINE 0 SET MONUMENT i� > —Q SANITARY SEWER - - — - — EM - - SETBACK LINE ® ELECTRIC METER Do —» � STORM SEWER A RIGHT OF ACCESS LIGHT ®—» � FLARED END SECTION CONCRETE CURB �� ac AIR CONDITIONER o--uE� ELECTRIC TRANSFORMER BUILDING LINE E—GUY ANCHOR c UT � —0 TELEPHONE PEDESTAL --------- LiJ r r, e__ r-, BUS S ELTER � J —,.LANDSCAPE TIMBERS (TYP.) / f n r'I -I- I I • r\ r\ I -1- I r, \ 1 �T r♦ 1. 1 -I- I I r- r, r♦ • I r, r� I I by / 1 I 11 1 I I I I 11\I F� I -\ L/ L/ 1 1 I ,/ 1 Y 11 1 Ll SSS ��1 s i r; / ` l Y.. < WJI0 -' di P m_g 945 B-1 60 'rJf YON -- <¢ z ,E < zs< I —DESCRIPTION Outlot B, VILLAGES ON THE POND 4TH ADDITION, Carver County, Minnesota. —PROPERTY SUMMARY REMOMMENE 1. SUBJECT PROPERTY'S ADDRESS IS NOT ASSIGNED, ITS PROPERTY IDENTIFICATION NUMBER IS 258460030. 2. THE GROSS AREA OF THE SUBJECT PROPERTY IS 2.713 ACRES OR 118,173 SQUARE FEET. 3. THE SUBJECT PROPERTY IS ZONED PUD - PLANNED UNIT DEVELOPMENT, PER CITY OF CHANHASSEN ZONING MAP DATED 01/14/2014. —BENCHMARKS SOMEONE 1. THE VERTICAL DATUM IS BASED ON NAVD88. THE ORIGINATING BENCH MARKS ARE MNDOT 1002 AW1 AND MNDOT 1002W, BOTH REFERENCED FROM THE MNDOT GEODETIC DATABASE BENCHMARK #1 TNH on south side of Pond Promenade, as shown. ELEV.=953.58 BENCHMARK #2 TNH in southwest quadrant of Lake or and Main St., as shown. ELEV.=949.94 SURVEY NOTES 1. THE BEARING SYSTEM IS BASED ON THE PLAT OF VILLAGES ON THE PONDS. 2. FIELD WORK WAS COMPLETED ON 08/19/2014. I NORTH 0 30 60 SCALE IN FEET N Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 > MTU1 /TNE 1 A DEVELOPMENT Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification Summary Designed: MGB Drawn: JMw Approved: EWM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL Sheet Title EXISTING CONDITIONS Sheet No. Revision C2.01 Project NO.VEN20145.01 C + + + + + + + + + + + + + + + + + + ++++++++++++}+++++++ +I .... + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + } 3. + + + + f_ + } + + + + + + + .... +_�__��_a PROTECT EXISTING LIGHT POLE LIGHT TO STAY FUNCTIONAL DURING CONSTRUCTION r F ff f. fr l i I v I I J/ J J J JJ v J PROTECT BLVD TREES (TYPICAL) 0 I I I i ISI / v LU J fJ 1 LU /J0 PROTECT EXISTING LIGHT POLE I �� LIGHT TO STAY FUNCTIONAL I J J Ln_ DURING CONSTRUCTION / v z I Q % ku 05,2015-9:35am-User:549 PROTECT BLVD TREES (TYPICAL) r r � I � --------'--------------Xx ' D a' POTEGT BLVD — 44 D 44 44 r4 44 - - 6 TREES (TYPICAL) �� E DRIVE , y gyTP m 1 F� o S _L o �r- �5 D D4 —DEMOLITION NOTES 1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. UTILITY COMPANY 15 NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR SHALL CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT REMOVE OR RELOCATE ALL EXISTING ON-SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE 6. THE CONTRACTOR IS RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO THE OF WAY DURING CONSTRUCTION. THE PROPOSED CONSTRUCTION. EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS. 10. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, 2. THE DESIGN SHOWN IS BASED ON THE ENGINEER'S UNDERSTANDING OFTHE EXISTING 7. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS OF ALL EXISTING UTILITIES ENCLOSURES, ETC., TO THE BEST PRACTICES. CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON ALTA AND SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND TOPOGRAPHIC PREPARED BY SAMBATEK, INC DATED 08-28-2014. IF CONTRACTOR DOES NOT ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE SUBSURFACE UTILITY 11. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, HE SHALL HAVE INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DURING DEMOLITION OF THE EXISTING FACILITIES. MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD SUBMIT IT TO THE OWNER FOR REVIEW. GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE 12. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. ENGINEER ASSUMES NIO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY 3. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSING IN A DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES AT LEAST 48 13. CONTRACTOR SHALL LIMIT SAW -CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS LOCATION APPROVED BY ALL GOVERNING AUTHORITIES AND IN ACCORDANCE WITH APPLICABLE HOURS BEFORE ANY EXCAVATION FOR ON-SITE LOCATIONS OF EXISTING UTILITIES. THE REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON CODES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING ANY OF FHE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002. REMOVAL AND REPAIR. REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL 8. ALL EXISTING SEWERS„ PIPING, AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE 14. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN, DAMAGE TO ANY PER THE SPECIFICATIONS. EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE 4. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES 15. EXISTING ON-SITE UTILITIES (INCLUDING MANHOLES) THAT ,ARE NOT TO REMAIN IN SERVICE THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE SHALL BE REMOVED. ABANDONED PIPES LOCATED OUTSIDE. PROPOSED BUILDING PAD LIMITS PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. ABANDONED SHALL BE REMOVED IF UNDER THE BUILDING INCLUDING 10' BEYOND WITH AN EXCESS OF 3' COVER MAY BE DECOMMISSIONED AND ABANDONED IN PLACE, PROVIDED FOUNDATIONS. THAT THESE ABANDONED UTILITIES ARE GROUTED AND CAPPED. ALL EXISTING WATER SERVICES 5. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE ARE TO BE ABANDONED AT THE GATE VALVE. SANITARY SERVICE SHALL BE ABANDONED AT THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE 9. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE LOT LINE. ALL STREET RESTORATION SHALL BE COMPLETED IN COMPLIANCE WITH LOCAL UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY MAY BE PERFORMED BY THE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. STANDARDS. UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE 44 LEGEND • FOUND MONUMENTceI WATERMAIN ----- EASEMENT LINE 0 SET MONUMENT 0 > —® SANITARY SEWER — — — — SETBACK LINE EM ❑ ELECTRIC METER –>> STORM SEWER A RIGHT OF ACCESS -3 - LIGHT —>> FLARED END SECTION CONCRETE CURB nG AIR CONDITIONER Q— UE —m ELECTRIC TRANSFORMER ` ` ` ` ` BUILDING LINE �GUY ANCHOR TP UT —0 TELEPHONE PEDESTAL --------- BUILDING CANOPY �i HANDICAP STALL GM uo -0 GAS METER ". BITUMINOUS SURFACE ti UTILITY POLE ow OVERHEAD WIRE CONCRETE SURFACE ■ GUARD POST DECIDUOUS TREE GRAVELSURFACE • BOLLARD SIGN CONIFEROUS TREE DEMOLITION LEGEND REMOVE EXISTING UTILITY LINE REMOVE EXISTING CONCRETE CURB SAW CUT EXISTING BITUMINOUS PAVEMENT REMOVE EXISTING BITUMINOUS PAVEMENT REMOVE EXISTING CONCRETE PAVEMENT REMOVE EXISTING GRAVEL DRIVE REMOVE EXISTING — HAZARDOUS BUILDING MATERIAL NOTES — THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH OSHA, EPA, MFRA & LOCAL REQUIREMENTS FOR BUILDING DEMOLITION AND HANDLING AND DISPOSAL OF HAZARDOUS MATERIAL. CONTRACTOR SHALL PREPARE A HASP AND STORE IN JOB TRAILER ON SITE. THE FOLLOWING MISCELLANEOUS HAZARDOUS MATERIALS WILL REQUIRE SEPARATE HANDLING AND DISPOSAL PRIOR TO BUILDING DEMOLITION. EXISTING BUILDING: FLUORESCENT BULBS BALLASTS FIRE EXTINGUISHER DRINKING FOUNTAIN REFRIGERANT OVER HEAD GARAGE DOOR OPENERS BATTERY-OPERATED EMERGENCY BACKUP LIGHTS HYDRAULIC LIFTS / FLUIDS ELECTRIC PANELS DOOR CLOSERS SECURITY SYSTEMS EXIT SIGNS ROOFTOP HVAC UNIT TRANSFORMER OIL TANKS IN CASE OF BUILDING DEMOLITION, ALL HAZARDOUS WASTE MATERIALS MUST BE SEPARATED FROM THE GENERAL DEMOLITION WASTE AND THEIR HAZARDOUS COMPONENTS MUST BE RECYCLED OR DISPOSED OF IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. THE POTENTIAL EXISTS FOR HAZARDOUS BUILDING MATERIALS TO BE LOCATED INSIDE WALLS, ABOVE CEILINGS, UNDER FLOORS, AND OTHER INACCESSIBLE AREAS. THE CONTRACTOR SHALL BE AWARE THAT IF PREVIOUSLY UNIDENTIFIED SUSPECT HAZARDOUS BUILDING MATERIALS ARE EXPOSED DURING DEMOLI ON, THEY SHOULD BE INSPECTED, SAMPLED, AND ANALYZED PRIOR TO ANY FURTHER DISPOSAL. NOTE: TREES TO BE SAVED SHALL BE FENCED OFF WITH BRIGHT ORANGE POLYETHYLENE SAFETY NETTING AND STEEL STAKES AT THE DRIP LINE, OR AS DIRECTED BY THE OWNER'S REP., TO INSURE AGAINST DAMAGE BY VEHICLES, COMPACTION OF SOILS AND/OR THE CHEMICAL ALTERATION OF SOILS DUE TO CONCRETE WASHOUT, PAI NTS AND LEAKAGE OR SPILLAGE OF ANY TOXIC MATERIALS. 01N.T.S.TREE PROTECTION DETAIL NORTH 0 30 60 SCALE IN FEET qambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD MN 55331 SANTURE �� .TNERS .ROMPANT Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. Michael G. Registratio N,yM60 Date: 06/01/2015 If applica , c ntact us for a wet signed copy of this plan which Is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: JMw Approved: EWM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL Sheet Title DEMOLITION PLAN Sheet No. Revision C2.02 Project No.VEN20145.01 1 / I I 1 • \ /♦ r- /' I � F - � . /\ A I -I- 1 I r- II-- \/ h'I II\II I 258680040 ADDRESS NOT ASSIGNED / VILLAGES ON THE PONDS ASSN INC • /\ r- `� / 951 / \ I , F- r I L_ L_ /-. ,/ L_ \J I 2586 20 01 0 \/ 1 I �- �. I l I v I Fa I-- r' I I I\ 1 1 I �. 530 POND PROMENADE O 1 r • ' L_ L_ /-L `- L_ \/ `/' • ' ' ' L_ I \/ 1 r L/ " WHEATSTONE RESTAURANT GROUP /,- S89 4507 W 148.33 FD LSA 4675_� IN L 1 -I- I 1 r— NORTH I\/ II\1 I - e7S / 1.7. FD 7 LS14675 / �X •_ 1 v I 1 I L_ I n/1' 4 \� d O/ ��,---'_----- ' — ' \` (/��. G oFn —�— — — /. r\ r\ A r\ r\ I -1- 1 /, A 1 l� eU// r lOr--- I F % Li i `v Li LJ' i i I N' I , 9SOBo/NG' �Ofo pW 713 _ I -DR� ds-GEALf7YEASEMENT— I 110 \%35.22 cZ7 L'11 r N. IN3Co I cn \,I.L/., � PROMENADE IK," 0 A5 Hwo > �/ S1� t O S89 4136"W 196.65 ss? 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'� /♦ A I -1- I I r - r♦ /\ A I r/� I� I--1 r- I 1 v 1 I\I I I /—\ L/ L/ I I I \/ 11 I J ♦J I v I I I L_ I v LJ .J d 258380010 \fv��'\ 501 LAKE DR / o G �.• p C\ PHM/CHANHASSEN INC '\ Is —LEGEND / • FOUND MONUMENT DI# 0> t^ 9y �O v SET MONUMENTcC> D SANITARY SEWER - SETBACK LINE - ♦ C _ C�c MARKED LS 21729 I r`r \\ FOND /A 9403 ry�1421_ 44 �R LEVEL — 10 q-"4 REIE'.:9944By2p50 v W 60 IIj(�r ' '----��--��------------- t' \ d, \ \ l / GES U _ _ —_ / Fo \`J \ \ AN D LS 47481 ` \ \ — __ / / '—y'g O _ — -' X789045'07"E 118.62—I Jr s �} as a / as as as D d \ D RE: 945.62 36'CMP RE: 9462 as 4 as 44 Kt, � IE.937.67 / IE: 939.3 \ \ �•�—�a a a a a a a a b a a 5 a a 1 E. 944.89 �� RE:946.01 y� \ �\ rG E925.99 / LAKE DRIVE OUTLO6 A E:927.61 10 \ ' o \ �� / \ L 1 -1- I l r'C r \ / \ L I I I - BM 2 o / ° // I l l l- A /. r- /; I I I\I I F� F-9� P/=1 I\I I I 9 \`'� Id (�,J/ \/ I I I /\ I -I /-- ./ I 1 I I I L_ \J I • LJ .J TNH: 949.94/j/ 1P 16 Z Yy 9 S O r� to S Q'.9ti� \`;,. '� /♦ A I -1- I I r - r♦ /\ A I r/� I� I--1 r- I 1 v 1 I\I I I /—\ L/ L/ I I I \/ 11 I J ♦J I v I I I L_ I v LJ .J d 258380010 \fv��'\ 501 LAKE DR / o G �.• p C\ PHM/CHANHASSEN INC '\ Is —LEGEND • FOUND MONUMENT DI# WATERMAIN ----- EASEMENT LINE SET MONUMENTcC> D SANITARY SEWER - SETBACK LINE 0 MARKED LS 21729 Q— DDS STORM SEWER L RESTRICTED ACCESS ® ELECTRIC METER DD -0 FLARED END SECTION CONCRETE CURB LIGHTo--uE-0p ELECTRIC TRANSFORMER BUILDING LINE UT --M TELEPHONE PEDESTAL --------- BUILDING CANOPY UG -9 GAS METER Jun 05, 2015 -10,24a. - Ws ,573 NORTH 0 30 60 SCALE IN FEET DESCRIPTION Outlot B, Villages on the Ponds 4th Addition, Carver County, Minnesota. Abstract Property —PROPERTY SUMMARY Lot 1: 77,657 S.F. Outlot A: 40,516 S.F. Total Area 118,173 S.F. —CONTACT INFORMATION — Owner: Northcott Company 250 East Lake Drive Chanhassen, MN 55317-9364 Venture Pass Partners, LLC 19620 Waterford Court Shorewood, MN 55331 Surveyor/Engineer: Sambatek, Inc. --SITE NOTES 1. Subject property and adjacent properties are zoned PUD- Planned Unit Development District per City of Chanhassen zoning map dated 01/14/2014. / R=306.57 \ L=94.57 I N.T.S. ; A-17040'28" C.Brg.=NI80°09'15'E t\ C.=94.19 1313 SIP 19a S66 \ DETAIL A / NOT TO SCALE / VICINITY MAP 5 BLVD my o SITE �e Q° 0 �h 3 P�P�O 212 N.T.S. 18 tkSambcatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 Project CHANHASSEN RETAIL Location CHANHASSEN, MN Certification I hereby certify that this survey, plan or report as prepared by me or under my direct supervi and that I am a duly Licensed LAND SU E R under the laws of the State of Min e st ti 1To.21729 Date: 05/29/2015 p able, contact us for a wet signed copy of this survey which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: Drawn: DL Approved: RMB Book / Page: 1012/21 Phase: Initial Issued: 05/29/2015 Revision History No. Date By Submittal / Revision Sheet Title PRELIMINARY PLAT - VILLAGES ON THE PONDS 11TH ADDITION Sheet No. Revision C2.03 A Project No.VEN20145.01 —LEGEND un vs, nuie - e:searr - user:�4s L:\FKUJLLI ew e rv2014n.ua\a Wg\UVI I\Pre DIM naryX2u145-L3 M i e.awg —DEVELOPMENT NOTES PARKING SUMMARY PROVIDED PARKING SPACES PROVIDED BICYCLE SPACES 156 6 A. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. B. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB TO BACK OF CURB UNLESS OTHERWISE NOTED. BACK OF CURB IS SHOWN GRAPHICALLY ONLY. C. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. D. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. E. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. F. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS G. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE. H. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS I. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. J. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. K. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. L. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO THE HIGH WATER LEVEL OF ALL PONDS. — KEY NOTES A. BUILDING,STOOPS, STAIRS SEE ARCHITECTURAL PLANS B. B-612 CONCRETE CURB AND GUTTER C. B-618 6CONCRETE CURB AND GUTTER D. BEGIN FLAT CURB SECTION E. ACCESSIBLE RAMP F. ACCESSIBLE PARKING SIGN G. ZEBRA CROSS WALK H. BICYCLE RACKS (SEE ARCHITECTURAL PLANS) I. BENCH (SEE ARCHITECTURAL PLANS) J. CART STORAGE (SEE ARCH17ECTURAL PLANS) K. TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS) L. TRANSFORMER PAD M. LOADING DOCK WALL W/ RAILING (SEE ARCHITECTURAL PLANS) N. 6" ROUND BOLLARD (SEE SHEET 07.04) NORTH 0 30 60 SCALE IN FEET f Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER underthe laws of the state of Minnesota. _t Michael G. Registratio 4VM60 Date: 06/01/2015 If applicaNi, Intact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: imw Approved: EwM Book/ Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL Sheet Title CIVIL SITE PLAN Sheet No. Revision C3.01 Project No.VEN20145.01 PROPOSED EXISTING PROPERTY LIMIT -- CURB & GUTTER .-. -- ...----------- STANDARD DUTY EASEMENT ------ ---- --- ASPHALT PAVING BUILDING RETAINING WALL 000000000 \ HEAVY DUTY CONNECT TO WETLAND LIMITS i ASPHALT PAVING EXISTTRAIL \ TREELINE SAWCUT LINESIGN CONCRETE PAVING PIPE fi �' NUMBER OF PARKING fe STALLS PER ROW0 _,,. / '�.. .� � � � KEY NOTE � I �_= — un vs, nuie - e:searr - user:�4s L:\FKUJLLI ew e rv2014n.ua\a Wg\UVI I\Pre DIM naryX2u145-L3 M i e.awg —DEVELOPMENT NOTES PARKING SUMMARY PROVIDED PARKING SPACES PROVIDED BICYCLE SPACES 156 6 A. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. B. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB TO BACK OF CURB UNLESS OTHERWISE NOTED. BACK OF CURB IS SHOWN GRAPHICALLY ONLY. C. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. D. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. E. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. F. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS G. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE. H. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS I. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. J. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. K. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. L. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO THE HIGH WATER LEVEL OF ALL PONDS. — KEY NOTES A. BUILDING,STOOPS, STAIRS SEE ARCHITECTURAL PLANS B. B-612 CONCRETE CURB AND GUTTER C. B-618 6CONCRETE CURB AND GUTTER D. BEGIN FLAT CURB SECTION E. ACCESSIBLE RAMP F. ACCESSIBLE PARKING SIGN G. ZEBRA CROSS WALK H. BICYCLE RACKS (SEE ARCHITECTURAL PLANS) I. BENCH (SEE ARCHITECTURAL PLANS) J. CART STORAGE (SEE ARCH17ECTURAL PLANS) K. TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS) L. TRANSFORMER PAD M. LOADING DOCK WALL W/ RAILING (SEE ARCHITECTURAL PLANS) N. 6" ROUND BOLLARD (SEE SHEET 07.04) NORTH 0 30 60 SCALE IN FEET f Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER underthe laws of the state of Minnesota. _t Michael G. Registratio 4VM60 Date: 06/01/2015 If applicaNi, Intact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: imw Approved: EwM Book/ Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL Sheet Title CIVIL SITE PLAN Sheet No. Revision C3.01 Project No.VEN20145.01 i —LEGEND 111 PROPOSED EXISTING PROPERTY LIMIT / \ CURB & GUTTER ----... --------_ ...- ---`:fi STORM SEWER 0-1+ 0—DDS DRAINTILE — LH — LPL 1z BUILDING RETAINING WALL C30000000000 WETLAND LIMITS 1� TREELINE n SPOT ELEVATION 962.5 962.5 .._... ... -- X X jRIP RAP CONTOUR _F0F I � OVERFLOW ELEV. 7c_- SOIL BORINGS 902.5 S�-i- .�--.—__./ 1042,56 /✓ j , I ,— —sae Vr I r' THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS 15 A UTILITY QUALITY LEVEL . THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA."THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. Hun 05, 2015 - 9:35am - U...:549 L:\PROJECTS\VEN20145.01\dwg\Civil\Preliminary\20145-C4-GRADE.dwg l —GRADING NOTES A. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. B. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "GUTTER OUT" WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS "GUTTER IN" CURB. C. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. D. THE CONTRACTOR IS CAUTIONED THAT "THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL . THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02 TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1-800-252-1166). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. E. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. F. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. G. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: COMPANY: BRAUN INTERTEC ADDRESS: 1826 BUERKLE ROAD, SAINT PAUL, MN 55110 PHONE: 651-487-7011 DATED: 10/08/2014 THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. H. THE CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. I. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. J. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER. K. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. L. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. N. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TOA DEPTH OF 4 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4 INCHES. 0. TRENCH BORROW CONSTRUCTION: IF ALLOWED BY THE OWNER, THE CONTRACTOR MAY COMPLETE "TRENCH BORROW" EXCAVATION IN AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. TRENCH BORROW EXCAVATION SHALL BE COMPLETED IN GREEN SPACE AREAS. TRENCH BORROW CONSTRUCTION SHALL BE COMPLETED ONLY WITHIN THE PLAT BOUNDARIES. TREES SHALL NOT BE REMOVED OR DAMAGED AS A RESULT OF THE EXCAVATION, UNLESS APPROVED BY THE ENGINEER. THE EXCAVATION SHALL COMMENCE A MINIMUM OF 10 FEET FROM THE LIMIT OF THE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO 1 FOOT VERTICAL (1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROW EXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION, AND SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT SPECIFICATION 2105.3F2. SNOW FENCE SHALL BE FURNISHED AND PLACED ALONG THE PERIMETER OF THE TRENCH BORROW AREA WHERE THE SLOPES EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1). P. FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. Q. TOLERANCES 1. THE RESIDENTIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 2. THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 3. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT 15 MADE. 4. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 5. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. R. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. S. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "SITE MAP". THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. THE CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. T. IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT REVIEW, DISCUSSION AND APPROVAL FROM THE PROJECT ENGINEER. U. IMPORTED FILL SHALL BE SELECT GRANULAR BORROW IN ACCORDANCE TO MNDOT SPEC. 3149.28. NORTH 0 30 60 SCALE IN FEET Pambatek www.sambatek,com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 Y D P...NE L AANTU ASS A Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. _ Michael G. Registratio 31Vj(T$60 Date: 06/01/2015 If applica , c ntact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: JMW Approved: EWM Book / Page: Phase: PRELIMINARY Initial issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL Sheet Title GRADING PLAN Sheet No. Revision C4.01 Project No.VEN20145.01 V g52 j5i„t3S'+3S' p.3.451 IP1 PROMENADE C9? s ASO — �V I V --952— — --- --- TWa — BM#1 — - —- --'� — — — J 1 v . f _._ '' � ,-- -- � ♦ -.i TNH:953.561 _ _ _ I - - J - i \ ♦ / -860 Y�. 1� 041 ✓ —'- / OND Q♦ ♦ ♦ � ' _J — � / 948 - _. --._ � � i j� `_ --------__ _ ♦♦ ♦♦♦S � ;,/ / -- — J � /mesas— —, = \\ � � I Id .III /II I II s=xs; I �Y 41, 1 _ e \ \ ♦ \ ��/ /7' k LE\�i_ ON an/ta,t ....... �`�/ / / / P,. IF _ _ 1 '�' 7i i 4 (" r WRc'cAan iJL}e -v 1AAP i.67 le, ovo L' 53831 . . nip, '\ N -V Cc 1-Wf RA3 A'P J a Jun 05, 2015 - 9:36am - User:549 C\PROJECTS\VEN20145.01\dwg\Civil\Preliminary\20145-C5-EROS.dwg LAKE DRIVE h� l , ri F_ LU L.0 % N Q � _ —aqo— t\ 1 VA VI —SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE —LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER 0-04—® 0— D0 DRAINTILE — 000 — 000 — — ►►e — oec — CONTOUR 902 ------ - 902 --- -- RIP RAP 49 ECIF OVERFLOW ELEV. 90 soz.s SILT FENCE---SF---SF— SILT DIKE — — —SD— — —SD— LIMITS OF DISTURBANCE SOIL BORINGS ST -9 PA -10 DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION _ y DITCH CHECK DAM LIMITS DRAINAGE SUB -BASIN BIO -ROLL INLET PROTECTION DEVICE 1 ® IP -1 INLET PROTECTION DEVICE 2 ® IP -2 TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN S B TEMPORARY STORAGE AND PARKING AREA TS TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS S M OUTLINED IN THE SWPPP) —SEQUENCE OF CONSTRUCTION PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE -CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 6. CLEAR AND GRUB THE SITE. 7. BEGIN GRADING THE SITE. 8. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES, UNDER,DRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT NOTE TO CONTRACTOR THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. AREA SUMMARY IN ACRES PAVEMENT AREA XX.XX AC± BUILDING AREA XX.XX AC± SEEDED AREA XX.XX AC± TOTAL DISTURBED XX.XX AC± PRE - CONSTRUCTION IMPERVIOUS XX.XX AC± POST -CONSTRUCTION IMPERVIOUS XX.XXAC± LINEAR FEET X CONSTRUCTION ENTRANCE II X INLET PROTECTION DEVICE (IP -1) / X INLET PROTECTION DEVICE (IP -2) UNIT X Jun 05, 2015 - 9:36am - User:549 C\PROJECTS\VEN20145.01\dwg\Civil\Preliminary\20145-C5-EROS.dwg LAKE DRIVE h� l , ri F_ LU L.0 % N Q � _ —aqo— t\ 1 VA VI —SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE —LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER 0-04—® 0— D0 DRAINTILE — 000 — 000 — — ►►e — oec — CONTOUR 902 ------ - 902 --- -- RIP RAP 49 ECIF OVERFLOW ELEV. 90 soz.s SILT FENCE---SF---SF— SILT DIKE — — —SD— — —SD— LIMITS OF DISTURBANCE SOIL BORINGS ST -9 PA -10 DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION _ y DITCH CHECK DAM LIMITS DRAINAGE SUB -BASIN BIO -ROLL INLET PROTECTION DEVICE 1 ® IP -1 INLET PROTECTION DEVICE 2 ® IP -2 TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN S B TEMPORARY STORAGE AND PARKING AREA TS TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS S M OUTLINED IN THE SWPPP) —SEQUENCE OF CONSTRUCTION PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE -CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 6. CLEAR AND GRUB THE SITE. 7. BEGIN GRADING THE SITE. 8. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES, UNDER,DRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT NOTE TO CONTRACTOR THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. AREA SUMMARY IN ACRES PAVEMENT AREA XX.XX AC± BUILDING AREA XX.XX AC± SEEDED AREA XX.XX AC± TOTAL DISTURBED XX.XX AC± PRE - CONSTRUCTION IMPERVIOUS XX.XX AC± POST -CONSTRUCTION IMPERVIOUS XX.XXAC± * REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE LINEAR FEET X SILT DIKE LINEAR FEET X BIO -ROLL LINEAR FEET X CONSTRUCTION ENTRANCE UNIT X INLET PROTECTION DEVICE (IP -1) UNIT X INLET PROTECTION DEVICE (IP -2) UNIT X NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJEC I SCHEDULE NORTH 0 30 60 SCALE IN FEET ooff qwww.sambatek.comambatek 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 ENTURE PASS PARTNERS A ®•Y•L®PYINNT DOMPA09V Project CHANHASSEN SPECIALTY RETAI L Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. 0.A . `' Michael G. B�I�n Registratio 60 Date: 06/01/2015 If applica , c ntact us for a wet signed copy of this Plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: jmw Approved: EWM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL Sheet Title EROSION CONTROL PLAN - PHASE I Sheet No. Revision C5.01 Project No.VEN20145.01 I /fJ Jun 05, 2015 - 9:36am - User.549 1 —SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE CURB & GUTTER STORM SEWER DRAINTILE CONTOUR RIP RAP OVERFLOW ELEV, SILT FENCE SILT DIKE LIMITS OF DISTURBANCE SOIL BORINGS DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH CHECK DAM LIMITS OF DRAINAGE SUB -BASIN BIO -ROLL PROPOSED EXISTING 0— ►► ----m C— DD ►ID — DDD — — DDD DDD — 902 _....__- ___.--902------- _----- E0F "'"`��--��" 9OF 02.5 — — —SF— — —SF- - — —SD— — —SD - INLET PROTECTION DEVICE 1 INLET PROTECTION DEVICE 2 TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN 0 -0 TEMPORARY STORAGE AND PARKING AREA TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPPP) TS —SEQUENCE OF CONSTRUCTION PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE -CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 6. CLEAR AND GRUB THE SITE. 7. BEGIN GRADING THE SITE. 8. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES, UNDERDIRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT NOTE TO CONTRACTOR THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARYTO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. AREA SUMMARY IN ACRES PAVEMENT AREA XX.XX AC± BUILDING AREA XX.XX AC± SEEDED AREA XX.XX AC± TOTAL DISTURBED XX.XX AC± PRE - CONSTRUCTION IMPERVIOUS XX.XX AC± POST -CONSTRUCTION IMPERVIOUS XX.XXAC± * REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE LINEAR FEET X SILT DIKE LINEAR FEET X BIO -ROLL LINEAR FEET X CONSTRUCTION ENTRANCE UNIT X INLET PROTECTION DEVICE (IP -1) UNIT X INLET PROTECTION DEVICE (IP -2) UNIT X NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PRUIEC I SCHEDULE as ;sem' Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 IMMA SENTURE PASS PARTNERS DEVELOPMENT AOtl PAUT Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. Michael G. Registratio N>G860 Date: 06/01/2015 If applica , ',%n -tact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: jmw Approved: EWM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL Sheet Title EROSION CONTROL PLAN - PHASE II Sheet No. Revision NORTH 05.02 0 30 60 SCALE IN FEET Project NO.VEN20145.01 STORM FACILITIES NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PRUIEC I SCHEDULE as ;sem' Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 IMMA SENTURE PASS PARTNERS DEVELOPMENT AOtl PAUT Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. Michael G. Registratio N>G860 Date: 06/01/2015 If applica , ',%n -tact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: jmw Approved: EWM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL Sheet Title EROSION CONTROL PLAN - PHASE II Sheet No. Revision NORTH 05.02 0 30 60 SCALE IN FEET Project NO.VEN20145.01 CT, Jun 05, 2015 - Aet 0 4 2. M4 A tDD, C) W. VILL AGE RD. 3s City Hall cHAN , Rx. PICfiA 0R. �� o ti lY � °DMARKE'' w � YV. I Lake Susan TI 16N R23W 1 4 13 S3�- 23 24 c 4 Q 4 SITE LOCATION MAP NOT TO SCALE EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" 7 r ST.�EVd G101 f ST. f� u SO 1___y _C 1 CHEYENNEIR. Q�7Ewv�C I$0 h� ldE r h y ST. y E 0 j "S, 6 g a DAkOrn a r DO Rice Marsh _c Lake L1 CT.. 1�- r G 4. qS n C9 q t' ST, s vo RICE CT. 63r IQ¢ wr� `��Ij IRS tri t - USGS MAP NOT TO SCALE 5 FT. MIN- -,]EEL POST AT 6 FT. `+A 1..INc �„c rAxFABRIC rl SP,C Ir I /7C:L NnOE (oto rtvsl I OLATFE IN TOP 8"" - .IRE -COMPACTOR LONE (' F'L�GW j) I FLOVN w ori ' MACHINE" -1„ DE 7 - ---------- -J T� Ot_ TH Sll_F'v(F MACHINE SLICFA _, 5 FC MIN- X YNG LTGEO ItXliLE FABRIC AT e Fr. M e, SPACING !I 5 FT. RIN LENOTH CTEEL POST AT 6 FT. MAX. SPACING FpiC%TI [ FABRIC 6' XDF (50 L C TIES +� LO T TENSILE? j[ TRENCH PACM ILL LOCATED N TOP s" ( LAITY TAMPED I.. / NARJRAL SOIL ".E -w 11/ 6"MW. Law IF SL'r FI tice, HEAV IDUTr11Y02 r� FARMC ANCHORAGE TRENCH. BACKFILL R WITH TAMPED NATURAL V FO I"-2" CLEAN CRUSHED ROCK Edo, {-r � BM P'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL Li.- .--rl---- i C kambatek /� � ' ti s I,J O A � 6"MIN.DEPTH FOR ROCKO r - J c 10"MINTDEPTH FOR WOODCHIPS�`- Gn MAINTAINED ON SITE AT ALL TIMES. L IM�N. CF F In ANS t_NcTrl cRIT[R1= 3r_..,w / 0 V4,80 Minnetonka, MN 55343 18MINIMUM CU. OFF BERMS SILT FLVCF PREASSFSLFDC�o t0 MINIMIZE RUNOFF FROM SITE: CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE 763.476.6010 telephone FIL. ER FABRIC rN OTE. FILTER FABRIC SEA L BE PLAT D UNDER FOGY IIS TO STOP MUD MIGRA ON TFFBCJCP NOCN por W1itt [ NLiE_s ROCK P1 T FENCE PER FADr T SPECS, SOUR _ 20T5� GREATER THAN 20J 1v FEET CONSTRUCTION CBSAHm To Prolec[ Araa From Sheat Flow ENTRANCE REVISED: 1-10 ENGINEERIN3 DEPARTMENT PLATE NO.: 5301 FILE NAME: G:\ENG\SPECS\5301 - USGS MAP NOT TO SCALE 5 FT. MIN- -,]EEL POST AT 6 FT. `+A 1..INc �„c rAxFABRIC rl SP,C Ir I /7C:L NnOE (oto rtvsl I OLATFE IN TOP 8"" - .IRE -COMPACTOR LONE (' F'L�GW j) I FLOVN w ori ' MACHINE" -1„ DE 7 - ---------- -J T� Ot_ TH Sll_F'v(F MACHINE SLICFA _, 5 FC MIN- X YNG LTGEO ItXliLE FABRIC AT e Fr. M e, SPACING !I 5 FT. RIN LENOTH CTEEL POST AT 6 FT. MAX. SPACING FpiC%TI [ FABRIC 6' XDF (50 L C TIES +� LO T TENSILE? j[ TRENCH PACM ILL LOCATED N TOP s" ( LAITY TAMPED I.. / NARJRAL SOIL ".E -w 11/ 6"MW. Law IF SL'r FI tice, HEAV IDUTr11Y02 F SLOPE VA RIAE IAABI_t ELT PENCE NEAR TOE OF �_'-- .'LOGE OUTSIDE OF CONSTRUCTION LIMITS � LOCATION OF SILT FEN�F FOR PERC1.11TFR CON'RCA 121�0lF I SILT WletlueaLlutl FENCE REVISED: 3-12 ENGINEERING DEPARTMENT PLATE No.: 5300 FILE NAME: G:\ENG\SPECS\5300 MIRAFIFF101^u ROAD DRAIN CASTING APPLICABILTY • NEENAH R-3067 • NEENAH R-3512 -ROAD DRAIN INLET PROTECTION (IP -1) NOT TO SCALE ;SEMBLY )X `- SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUTAREA GROUND SURFACE BERM AROUND PERIMETER 12" MIN 12" MIN-\ 1 2'-0" MIN � 1"I COMPACTED EMBANKMENT -J 8'X W MIN OR AS MATERIAL (TYP.) REQUIRED TO CONTAIN WASTE 3:1 OR FLATTER CONCRETE SIDE SLOPES NOTES: 1, CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 110 MIL THICK PLASTIC LINER. 3. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 4. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. . S 5. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. , 6. AT THE END OF CONSTRUCTION ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 7. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. - CONCRETE WASHOUT AREA NOT TO SCALE -GENERAL r� FARMC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL FO 1. (A'- �z FLOW BM P'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL Li.- .--rl---- i C kambatek /� � ' THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND/OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE s I,J I I "� s 1 J SILT FENCE TO 6E P A FG T� , 0'v CONTCIH EE SL L .,Rr.UE MAINTAINED ON SITE AT ALL TIMES. L IM�N. 12800 Whitewater Drive, Suite 300 F In ANS t_NcTrl cRIT[R1= 3r_..,w �w Minnetonka, MN 55343 APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE SILT FLVCF PREASSFSLFDC�o F E. 5 G 1_ ._... CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE 763.476.6010 telephone i CPE GRADE MAX NGTB p ne � k S HAN 2% i 0C UPI 13. 5 % 7P FEET 3. 5 107. 50 FEET NLiE_s 10 20 I5 CET P1 T FENCE PER FADr T SPECS, SOUR _ 20T5� GREATER THAN 20J 1v FEET � E SPECS 2573 1- 3886, SOCA TION OF SICK FENCE To Prolec[ Araa From Sheat Flow FOR °DIML- CONTROL 'I� Maximum COI,tHF, ,,j Argo' 1 Acre -- --------- -- ------------ F SLOPE VA RIAE IAABI_t ELT PENCE NEAR TOE OF �_'-- .'LOGE OUTSIDE OF CONSTRUCTION LIMITS � LOCATION OF SILT FEN�F FOR PERC1.11TFR CON'RCA 121�0lF I SILT WletlueaLlutl FENCE REVISED: 3-12 ENGINEERING DEPARTMENT PLATE No.: 5300 FILE NAME: G:\ENG\SPECS\5300 MIRAFIFF101^u ROAD DRAIN CASTING APPLICABILTY • NEENAH R-3067 • NEENAH R-3512 -ROAD DRAIN INLET PROTECTION (IP -1) NOT TO SCALE ;SEMBLY )X `- SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUTAREA GROUND SURFACE BERM AROUND PERIMETER 12" MIN 12" MIN-\ 1 2'-0" MIN � 1"I COMPACTED EMBANKMENT -J 8'X W MIN OR AS MATERIAL (TYP.) REQUIRED TO CONTAIN WASTE 3:1 OR FLATTER CONCRETE SIDE SLOPES NOTES: 1, CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 110 MIL THICK PLASTIC LINER. 3. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 4. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. . S 5. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. , 6. AT THE END OF CONSTRUCTION ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 7. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. - CONCRETE WASHOUT AREA NOT TO SCALE -GENERAL EROSION NOTES: 8. CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART III.A.2 OF THE GENERAL PERMIT. LLC9. 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL BM P'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL STANDARD SPECIFICATIONS AND VERA STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. kambatek 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND/OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE www.sambatek.com ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY P Project MAINTAINED ON SITE AT ALL TIMES. QUALITY LEVEL X. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND 12800 Whitewater Drive, Suite 300 DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CONTACT ALL THE Minnetonka, MN 55343 APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. C H A N H ASS E N CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE 763.476.6010 telephone OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002 p ne SPECIALTY 13. 763.476.8532 facsimile 3. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE. RETAIL ALTA OR TOPOGRAPHIC SURVEY PREPARED BY DATED XX-XX-XXXX. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT Engineering I Surveying I Planning I Environmental EXCEPTION, THEY SHALL HAVE MADE, AT THEIR EXPENSE, ATOPOGRAPHIC SURVEY BY REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. SEE ATTACHED COMPACTED CLAY LINER THAT DOES NOT ALLOW WASHOUT LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE LINER. THE LIQUID AND SOLID WASTES MUST SURVEY SHEETS. Client 4. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS TO UTILIZE THE PROPER FACILITIES. PROJECT. VENTURE PASS 5. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION &SEDIMENTATION CONTROL PLAN -ESC PLAN), THE STANDARD DETAILS, 16. THE PLAN NARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. C H A N H ASS E N 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL PARTNERS, LLC CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA N 18. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. THE SWEEP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. COMPLIANCE WITH MPCA REGULATIONS. 19620 WATERFORD COURT 7. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP -S) AS REQUIRED BY THE SWEEP & PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE EVE'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES, SHOREWOOD, MN 55331 20. THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP -S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. Sheet No. Revision C5.03 Project No.VEN20145.01 8. CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART III.A.2 OF THE GENERAL PERMIT. LLC9. �� P C RMTRES BM P'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL • CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. a ®ZVOL@PMENT IROMPA T 10. ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE P Project MAINTAINED ON SITE AT ALL TIMES. 11. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. C H A N H ASS E N 12. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. SPECIALTY 13. ALL WASH WATER (CONCRETE TRUCKS VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE. RETAIL 14. ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER THAT DOES NOT ALLOW WASHOUT LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE LINER. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. Location 15. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 16. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. C H A N H ASS E N 17. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. N 18. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT &ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 19. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES UPSLOPE. 20. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED, WITHIN 14 DAYS OF INACTIVITY. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 100 OR 110 DEPENDING ON THE SEASON OF PLANTING ( SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3. TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3F1 AND 2575.3G. ALTERNATIVELY, HYDRAULIC SOIL STABILIZER IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3H MAY BE USED IN PLACE OF TEMPORARY MULCH. 21. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. Certification I hereby certify that this plan, specification or report was prepared by me or under my direct 22. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES &FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE supervision and that I am a duly licensed professional ENGINEER under u de the laws of the state USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. of Minnnnesosot . a 23. ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMPS. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS, 24. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. Michael G. BJ1I�[Tl Registratio 60 Date: 06/01/2015 25. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. If 26. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT applica , c ntact us for a wet signed copy of this plan which is available upon request at Sambatek's, FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. - Minnetonka, MN office. 27. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. Summary Designed: MGB Drawn: JMw Approved: EwM Book / Page: MAINTENANCE NOTES- Phase: PRELIMINARY Initial Issued: 06/01/2015 ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL Revision History CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 No. Date By Submittal/Revision INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 06/01/2015 WATERSHED SUBMITTAL 1. ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE HEIGHT OF THE FENCE. 06/05/2015 CITY SUBMITTAL THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 2. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART N.D. OF THE GENERAL PERMIT). 3. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. THE CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGEWAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION! MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. THE CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART IV.C.6 OF THE GENERAL PERMIT. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION Sheet Title PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE.PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL ACCORDING TO PART 11.8.5 OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A NOT HAS BEEN SUBMITTED TO THE MPCA. EROSION 6. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BYTHE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). CONTROL 7. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA. DETAILS Sheet No. Revision C5.03 Project No.VEN20145.01 mr- I ___ - -_ F aFP0 I _ V 9.... -- - ITT ..�•"��-`-- `, �I CONNECT TO EXISTING.e �;"•/� �r _ �*'""" ' I SANITARY SEWER MANHOLE WET TAP STING l �� WITH PROMENADE IE 943 12 , WATERM E r ° ' t`Gp REDUCER ( �IJ :9"2,_ .s V / bj, ..,,�, -----------6 GATE A --- --- ------------ --------- ----- __--.' - 3 r •r VALVE W/ n`ti a CB 106 I Y HYDRANT ( f _ RE=950.72 K \ % IE 945.91 I - �• I � ;+ _.._ X t " 46 LF - 6" PVC r. ° I ` I .,.- -� „q SDR 26 @ 2.00% {. ,...: Re'3a�.;...a 223 LF �. J' ND HDPE 1.0 % FIRE DEPARTMENT CONNECTION p0 y �j / 36 CBMH 105 r 6" SANITARY SEWER RELOCATE IRRIGATION i.. RE=948.03 y SERVICE IE=944.50 SERVICE TO HERE �xIE=943.68 CONTACT IRRIGATION /T1��p°lo ° j 6" CLEANOUT I SUPPLIER FOR DETAILS j I � @ r ; . °° I E=944.04 vA f/ >�; OSP\NZ\�E . /Y,100 �/ / o J ° v �. .° 52LF�12" pS�FVE� �O� o / 00% °°° A HDPE @2.00 1 gyp\N °°@;'/ SUMP MH 109 6 0° / 6N0� °° p* All / /J W/SAFL BAFFLE - gOVF ° \Nt\ i° / 0�/ - °°° RE=948.1 �,;OPS!\\vCNj °°° ooplo PROPOSED 00 SF DING 4 E-942.64 NW °°° / X35/ \yp\N °°° ECo 0 FFE=951.50 IE=942.6 444 ro 0/ NSP °� �o BOTTOM OF SLIMPIE=939.64 / 3ti0. 444 \Nq\VE - @p00 " I °°° 1 / ::OPP . p@ 4y' DRAINTILE h °44 _6 NAI "oo 'bb . IE=941.26 TYP I LJLJ I v E 01 ( ) �� ✓ L z 15 LF P ° Al 0 0 1 0 / ,� PAN � @ °< HDPE a °°° SOP OpE •I .�/ v S MH 103 C ° 1gg�F �p JNt\�°°0 @0� 444 IE 942.34 . �� \�"� ° P10� �° @ 4 OOpo / OPP° PE @o\ o AiIl `l� \ 136 LF-6'DRaE'INILV /° F.6� ��N>%00% \ \i HDPE @ 0.00% \ �: ° 92 41 158LF-6' DRAI TILS 4 6pVF� \ HDPE @ 0.00% '. ° \^,�,,• �- $, `� , X\ 136 LF - 12" DRAINTILE Sr HDPE @ 0 00% .a b' 6" DIP 40 LF - 8" (2) 6' - 45° BEND PVC @ 2.00% <•' 260LF-12" xx \V STMH 102 DRAINTILE HDPE @ RE=945.84 0.00% IE(SW,NW,SE)=942.34 • '• _-_\ j �� IE=939.2644 , T'�.,✓ j \ / / ° l TTCBMH 101 _ - - \ RE3.70 ;� - IE- 8.73 ° ®" RE=946.14 ONSTRUCT O EXISTING " ...�. ,... 36 P PIPE 53 LF - 12`r (FIELD VERIFY \ 1 a r HDPE @ 1.00%/ "�... - -- - 44 ------.-- G; S LF - 12, � . rt nl � El F% HDPE @ 1.00% f •� ---- - G s3 J - ,F A 10 LF - 12" Z, HDPE@1.00% -: STMH 100 CONTECH JELLYFISH FILTER' / l REVISE EXISTING GRATE (REFER TO SHEET C7.03) 1� 1I TO SOLID LID I RE -943.00°" �� \ �u IE (N) IE=938.65 a X" >y'r�'�,5 IE=938.15 -(FIELD VERIFY INVERT /lJ l Ill 3 TT TI-__x, / DQ / THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS AUTILITY q, LITYLEVEL . THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA."THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENT R (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FORA YAND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES(U DERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SJJALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, NVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLE WITHOUT APPROVAL FROM THE PROJECT ENGINEER. Jun 05. 2015 - 936am - User.549 16 LF TRENCH DRAIN @ 0.50 0 IE=945.14 SUMP MH 107 W/SAFL BAFFLE RE=949.43 IE(NW, N)=944.34 IE=942.34 CBMH 202 RE=945.81 Ib I <• 6" COMBINED WATER SERVICE REFER TO X MECHANICAL PLANS ROOF DRAIN FIE=945.00 TRANSFORMER T a 33 LF - I n ' PVC 13 LF -10" , 12 LF 12 - ---- dd ----------- ----------------- --H---- - a --- -... a x LAKE DRIVE --- -- - x ---- a1 l .1x ., . PROPOSED EXISTING CURB & GUTTER ---- ------ --------._, STORM SEWER 0- ►► SANITARY SEWER ►-®O-D---Q FORCEMAIN (SAN.) LS / FM 11, ---- o @- D Fu D ---� WATERMAIN ( _+ "-_'_.'_'-"'._. I EASEMENT - - - - - - - - - ---- ^�X DRAINTILE ------ GAS -- GAS LINE 6L -- --Gi ---------------- ELECTRIC _ -..ELECTRIC UE -'-- UE-- --"- _,_- TELEPHONE UT - UT - }{I UTILITY CONSTRUCTION NOTES A. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. B. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT (651)454-0002. C. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. D. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. E. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6INCHES OF TOPSOIL PLACED BENEATH THE SOD. F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. G. PRIOR TO PLACEMENTF AGGREGATE BASE A TEST ROLL WILL BE 0 G REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE ATTHE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. (OPTIONAL) H. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF THE OPERATION. SHOULD THE CONTRACTORS' OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE DAMAGE. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTALTO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. I. THE CONTRACTOR AND THEIR SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. I-- z --- -STORM SEWER STRUCTURE SCHEDULE NUMBER* TYPE CASTING** *INDICATES NEENAH FOUNDRY CASTING NO., OR APPROVED EQUAL **PROVIDE 27 INCH ROUND OPENING IN MANHOLE SLAB COVER. NOTE: THE CONTRACTOR AND THEIR SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. NORTH 0 30 60 SCALE IN FEET Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 r/MmARI A01FTILMIPMEUT COMPANNIF Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. -6 Michael G. BB VI Regi stratioI&T60 Date: 06/01/2015 If applica , c ntact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: imw Approved: EwM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL Sheet Title UTILITY PLAN Sheet No. Revision C6.01 Project No.VEN20145°01 1 -- - I --- '' P Tf! - - - - - Ory, ; Y vc jj CONNECT TO EXISTING -fir /. ^ ..:�` SANITARY SEWER MANHOLE `°I r. F' E 943 12 / WETTAP ) 8 EXISTING X6 S" WAERMAI .' x REDUCER 8 VALVE 932-33; ---------- ------- _ ____ ______ __-_-___ 6' GATE IP (, ;, D / CB 10� VALVE W .- 1/_" \ ,'I ,-hh• 0 `11 �l _---�-�. .�-- --^. I .._,....0 ..,. \ _... _- HY RANT RE -950.72 - F " 4 % I =945.91 , \I.P,. .,.,, �,m-T' -'6C 46 LF 6" PVC _ !.. i III : ° _^ ,:c- ,y:.r x� SDR 26 @ 2.00% --- ---- --- - _._ 223 LF - 12 ° ( • ° ° ° ..._ v _.--t..... A _ D a HDPE 1.0 Y. ._... ----_ „ _ f\,. D FIRE t ' ft N l {t9,n s,- ~ CBMH 105 �� a �- 6" SANITARY SEWER �I RELOCATE IRRIGATION ^ RE --948.03 E 438 83 4 r SERVICE IE=944.50 SERVICE TO HERE '- _ I , @'.�ppo)o CONTACT IRRIGATION 6" CLEANOUT `'^ �� SUPPLIER FOR DETAILS 1 1, 0• aaa IE=944.04 8o10 aaaj @ lzlr- + 52LF 121 - yI. HOPE @ .00 a N a @ III JVMPMH 0 ?„ F� OE as oo a/ W/SAFE BAF LE ', a 30 CF aaa \N,y\C'a / Opp1 as aaa �60 NP a �� J ` - a @ / _ PROPOSED BUILDING RE=94 .1 ;aa / 6` p\t� OY\OQ0 aaa 0) i IE=942.64 W r.i'�@OOeo�r ,I, 23,5005E j I I IE=94 .6 as / „ pPP pQC aaa o. FFE=951.50 - ./ as F 6 as / , \vCN \ 00 )0. BOTTOM OF / .�............- SUMP IE -93 .64 a/ 132F. a N�aaj�@�. .,. a' DRAINTILE •, / / ;I as a/ s„0 pP t, o _ F -6.a� CCN, , 0010 \_/ E-941.26 (TYP) .. j J , DPE L2.00%-• aaa/ 9.16\' �}�`;o�P\N�\ OFC@�.a -: r, j� _ LU / -1 / aa� .6 CN S' polo/ as LU I i \, I 't n" : �• aaa 1 � CFOp%a ��^ i I TMH 103 • ♦/\,y15 1 PAN aaa @0 as z i �.� E-947.54 .� 4 � a, QNOY� / o)o IE=942.34 I /\ 9CF" a N<\L a p00aa/ - 6"COMBINED WATER a Y 0 \ - i yi�• a aaa F'6p�aaa�NOvai/�Oo(o 16 LF TRENCH SERVICE REFER TO VMI, ! aI `, aaa y03 aaa /�P\N�/ �@ p'?a ° DRAIN @ 0.50% MECHANICAL PLANS �1 a / 6 O aaa CNO ',/"po)o a IE=945.14 0. ROOF DRAIN 136 LF - 6" DR IN ILE �' < ; a / .OF .6 a�CCNO Opo�o IE -945.00 jf Al HDPE @0.00%^.: \ 44 as 92 P\N @0' '. / f 6.. DIP ( % I. - TRANSFORMER 40 LF - 8" l\\ � i as 158 LF - 6 DRAINTILE \ �F - / \\V • S0, a� (2) 6" -45" BEND PVC @ 2.00% �SUMPMH�� HDPE @ 0.00% i_ : ; ,�y ® a 136 LF- 12" DRAINTILE m W SAFL BAFFLE //t \ \ @ DRAINTILE HDPE RE -949.43 • PVCvH f , 1 HDPE 0.00% = o \ . . 260 LF -12" \ TMH 102 @ IE(NW, N) 944.34 0.00% IE -942.34 13 LF - 10" T IE(SW,NW,SE)=942.34 _ SU 34 VC @ 2.00%- •..,.IE=939.26 � i a x ae I + as 44 '4 4 I- ✓' a CBMH 101 � - ' 44 RE 43.70 as J - - - 1VIH 2O1 l " - CBMH 202 i RE- 4 .14 - IE38.73 /..: .<' ' 9 6 RE -945.81 /\ \` O� NSTRUCT O EXISTING— --------- 36 - 36 P PIPE \\ 53 LF - 12 0 - (FIELD VERIFY - CG -- -- - H2 Ll E2 8 LF 12" +iDPE @ 1.00 l N a<S.ez -- Uq s N' e HDPE @ 1.00% : ssa b-- " `a U - 4 - G C s,r- r n C 875.95 'x LAKE DRIVE � =.r- � __ _-______,^q_ " Z •ad/ 10 LF -12" u b / HDPE @ 1.00%' �C - K ' m - _ STMH100 Gb %-: �. CONTE H JELLYFISH FI REVISE EXISTING GRATE r (REF RTO SHEET [7.03) a II TO SOLID LID r�i RE 943.00' �! 1 IE (N)=938.55 E=938.65°.5 IE=938.15 ��- ` � (FIELD VERIFY INVERT X, >a % THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS RSA UTILITY QUALITY LEVEL . THISQW LITY LEVELWAS DETERMINED ACCORDING TO THE GUIDELINES OFASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTIONAN DEPICTION OF EXISTING SUBSUR FACE UTILITY DATA."THECONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT L CATION OFALL EXISTING UTILITIES BEFORE COMMENCING WORK, BYCONTACTINGTHE NOTIFICATION CENTER (GOPHER STATE ONE FCR MINNESOTA).THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WH CH MIGHT BE OCCASIONED BY HIS OR HER FAIWRETO EXACTLY LOCATEAND PRESERVE ANY ANDALLUTILITIES(UNDERGROUNDAND OVER EADL FTHE CONTRACTOR ENCOUNTERS ANY DRAIN TILEWITHIN THE SITE, HE OR SHESHALL NOTIFYTHE ENGINEEF WITH THE LOCATION,SIZE, NVERTAND IF THE TILE LINEISACTIVE. NOACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FR MTHE PROJECT ENGINEER. Jun D5, 2015-9:36am - Usec549 L:\PROJECTS\VEN20145.01\dwg\Civil\Preliminary\20145-C6-UTIL.dwg -LEGEND PROPOSED EXISTING CURB & GUTTER ---- --------------------- - STORM SEWER D-►►-® (5)DD 0 SANITARY SEWER 0 11, --Q FORCEMAIN (SAN.) LS / FM Q- 6 Fm D --Os WATERMAIN I --# =a 1 --------�J- EASEMENT- - - - - - - - - - DRAINTILE - "I" - ►►► -- 560 -- D6> - GAS LINE OL --- -- --- ELECTRIC UE --- LE -------- - --- TELEPHONE -TELEPHONE UT -- --_ LIT --- UTILITY CONSTRUCTION NOTES A. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. B. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITYMPA CO NIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT (651)454-0002. C. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. D. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. E. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. G. PRIOR TO PLACEMENT OF AGGREGATE BASE, ATEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. (OPTIONAL) H. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF THE OPERATION. SHOULD THE CONTRACTORS' OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE DAMAGE. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTALTO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. 1. THE CONTRACTOR AND THEIR SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. -STORM SEWER STRUCTURE SCHEDULE NUMBER* TYPE CASTING** *INDICATES NEENAH FOUNDRY CASTING NO., OR APPROVED EQUAL **PROVIDE 27 INCH ROUND OPENING IN MANHOLE SLAB COVER. NOTE: THE CONTRACTOR AND THEIR SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. NORTH 0 30 SCALE IN ;H.taxaR. Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 16 ZEENIENTURE PASS PARTNERS A BCtll WENT COMPANY Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. Michael G. B�I{rn Registratio 60 Date: 06/01/2015 If applica , c ntact us for a wet signed copy of this plan which Is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: iMw Approved: EwM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CIN SUBMITTAL Sheet Title UTILITY PLAN Sheet No. Revision 60 C6e01 FEET Project No.VEN20145.01 6" THICK CONC COLLAR (TYP.) 31" 0 27"DIA X a 3 NEENAH R-4342 GRATE OR APPROVED EQUAL CATCHBASIN (27" DIA.) DESIGN SPECIAL 2 CONC. ADJUSTING RINGS (2") MIN. 2 MAX. 4 MIN. 1/4" MORTAR BETWEEN CASTING, RINGS & STRUCTURE. MORTAR SHALL MEET MnDOT SPEC 2506.2B. — NOTE: REINFORCING TO CONSIST OF #4 BARS AT 8" O.C. BOTH WAYS WALLS TO BE PRECAST SECTION OR GONG. SEWER BLOCK PRE—CAST OPENING AS REQUIRED CONC. BASE SHALL BE 6" POURED IN PLACE OR 5" PRECAST SLAB TYPICAL 27" DIAMETER CATCH BASIN REVISED: 2-10 IFILE NAME: G:\ENG\SPECS\3103 ENGINEERING DEPARTMENT 3103 See City Plate No. 3107 for riprap placement. ISOMETRIC NTS NOTES: 1. All Reinforced Concrete Aprons shall be furnished & installed without Trash Guards. 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from apron. 3. All new Reinforced Concrete Aprons on existing pipe shall be tied to the first pipe adjacent to the apron. REVISED: 2-10 FLARED END SECTION ENGINEERING DEPARTMENT I PLATE NO.: 3108 n up, tu10 - V:seam - usen549 L:\PrcuJLL l f\VENZU14s.01\tlwg\Llv,l\Preliminary\1U14S-C7-DETLtlwg 6" Cone. collar -t PLAN / Minimum of 2 maximum of 5-2" concrete adjustment rings with full beds of mortar. - Precast concrete or HDPE adjusting rings. F- 6" precast reinforced concrete slab. Top of barrel section under top slab to have flat top edge sealed with 2 beads of Ramnek or equal. All joints in manhole to have "0" ring rubber gaskets. �- Precast concrete section NOTES: 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. �— Manhole steps, Neenah R1981J or equal, 16" o.c., Aluminum steps approved. 24°x36" slab opening for Neenah R306_/ -V or equal ote: 1- V Grate shown 2- VB Grates shall be used at all low points. -Neenah R3067 -V casting and grate or equal. l Minimum slab thickness, 6" for 14' l depth. Increase thickness 1" for each depth greater than 14', and reinforce with 6"x6" 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2" toward invert. Cflip fffur TYPICAL 4' DIAMETER CHIMM CATCH BASIN MANHOLE REVISED: 2-10 [PTEO.: ENGINEERING DEPARTMENT 3102 FlLE NAME: G:\ENG\SPECS\3102 DROP LID WATER Tyler Mueller Bibby -Ste -Croix 6860 7.5' Minimum cover required No. No. 686 0361 over top of water main. No. B-5160 Provide Valve Stem Risers VTo Within 6" Of The Surface If The Distance From The Top Nut Of The Valve To The Surface Is Greater Than 8', Grade TOP Tyler No. 6860 26" Mueller No. H-10361 26" Bibby -Ste -Croix No. VB502 27" EXTENSION Tyler No. 58 14" No. 59 18" No. 60 24" Mueller No. 58 14" No. 59 20" Biibby- Ste- Croix VD520 No. 57 9"' V8521 No. 58 14" VB522 No. 59 20" VB523 No. 60 26" BOTTOM Tyler No. 6860 65" Mueller No. H-10361 65" Biibby-Ste-Croix No. VB516 60" 60" rl Valve and Box to be n plastic wrapped per < BASE section 2.03a Adjust top to 3/4" below grade. Box to be set to provide 12" of adjustment. Tyler No. 6860 Mueller No. H-10357 Bibby -Ste -Croix B-5001 Gate valve box, screw type, 3 piece, 5 1/4" shaft, size G box, 7'-6" extended, #6 round base - Gate Valve Adapter: 1/4" Steel With Protective Coating, 1 /2" Rubber Gasket Installed Between The Gate Valve And Gate Valve Adapter. Mueller or American Flow Control Resilient Wedge Valve Conforming to AWWA �n C-515-80 Standards J With All Stainless Steel Nuts & Bolts. 18"X18"X8" Concrete Block M!ur TYPICAL GATE VALVE RIDREN AND BOX INSTALLATION REVISED: 2-09 ENGINEERING DEPARTMENT PATE NO 1006 FILE NAME: G:\ENG\SPECS\1006 6" 1 Distance to CL variable D a 3"r Top Bituminous Material E 1 /2"r 0 L Varies � 4'-0" Typ. N 8" 18" MnDOT B618 ;n Concrete Curb and Gutter o 3"r /2"r 5" m CO 13 slope 3/4"L. per MnDOT 8612 ;`. l Minimum slab thickness, 6" for 14' l depth. Increase thickness 1" for each depth greater than 14', and reinforce with 6"x6" 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2" toward invert. Cflip fffur TYPICAL 4' DIAMETER CHIMM CATCH BASIN MANHOLE REVISED: 2-10 [PTEO.: ENGINEERING DEPARTMENT 3102 FlLE NAME: G:\ENG\SPECS\3102 DROP LID WATER Tyler Mueller Bibby -Ste -Croix 6860 7.5' Minimum cover required No. No. 686 0361 over top of water main. No. B-5160 Provide Valve Stem Risers VTo Within 6" Of The Surface If The Distance From The Top Nut Of The Valve To The Surface Is Greater Than 8', Grade TOP Tyler No. 6860 26" Mueller No. H-10361 26" Bibby -Ste -Croix No. VB502 27" EXTENSION Tyler No. 58 14" No. 59 18" No. 60 24" Mueller No. 58 14" No. 59 20" Biibby- Ste- Croix VD520 No. 57 9"' V8521 No. 58 14" VB522 No. 59 20" VB523 No. 60 26" BOTTOM Tyler No. 6860 65" Mueller No. H-10361 65" Biibby-Ste-Croix No. VB516 60" 60" rl Valve and Box to be n plastic wrapped per < BASE section 2.03a Adjust top to 3/4" below grade. Box to be set to provide 12" of adjustment. Tyler No. 6860 Mueller No. H-10357 Bibby -Ste -Croix B-5001 Gate valve box, screw type, 3 piece, 5 1/4" shaft, size G box, 7'-6" extended, #6 round base - Gate Valve Adapter: 1/4" Steel With Protective Coating, 1 /2" Rubber Gasket Installed Between The Gate Valve And Gate Valve Adapter. Mueller or American Flow Control Resilient Wedge Valve Conforming to AWWA �n C-515-80 Standards J With All Stainless Steel Nuts & Bolts. 18"X18"X8" Concrete Block M!ur TYPICAL GATE VALVE RIDREN AND BOX INSTALLATION REVISED: 2-09 ENGINEERING DEPARTMENT PATE NO 1006 FILE NAME: G:\ENG\SPECS\1006 HYDRANTS SHALL BE CLOW MEDALLION OR WATEROUS WB -67-250 ALL HYDRANTS MUST BE APPROVED BY CITY THE HYDRANT MARKER SHALL BE A SPRING MOUNTED FIBERGLASS ROD 5' IN OVERALL LENGTH, FOR SIDE INSTALL MAGNETIZED MOUNT APPLICATION, USING RED & WHITE REFLECTIVE TRACER BOX (SNAKE TAPE WRAPPING OVER THE FULL LENGTH OF THE PIT) AS NEEDED PER ROD. DETAILS EXISTING OR FUTURE - 5550,5501,5502 CURB OR GUTTER LINE HYDRANT VALVE BOX STREET 24" MIN. 2.0% 1 1 /2"_- 3' �: - 2' HYDRANT SHOE AND BARREL SHALL BE ¢ AS REQUIRED --10'--- PLASTIC WRAPPED TYPICAL PER SECTION 2.03x. in z i� 1 CUBIC YARD OF GATE VALVE TEE 1 1/2" CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF POLYETHYLENE (4 MIL.) 18"X18"X5" SOLID CONCRETE BLOCK NOTES: 1, ALL HYDRANTS SHALL HAVE WEEP HOLES. 2, MINIMUM 7.5' COVER OVER MAIN. 3. ALL PAINTED SURFACES SHALL BE SUBJECT TO TWO YEAR WARRENTY PERIOD AS NOTED IN SECTION 2.09 OF THE WATERMAIN SPECIFICATIONS. 4. HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT MARKER. 5. ALL JOINTS SHALL BE RESTRAINED VIA MEGA—LUGS MECHANICAL JOINT RESTRAINT. 6. ALL HYDRANT TO BE PLUMB TO VERTICAL AXIS, MAXIMUM ALLOWABLE TO BE 1/2" PER FOOT OF HYDRANT. 7. HYDRANT TO BE SECURELY COVERED WITH PLASTIC WRAP OR BAG TO INDICATE THAT IT IS OUT OF SERVICE. MOF TYPICAL HYDRANT INSTALLATION REVISED: 3-14 ENGINEERING DEPARTMENT PLATE NO.; 1004 FILE NAME: G:\EING\SPECS1004 IS ambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 TURF PASS PARTNERS A Bi VOLOPMENT 80i PANT Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. _ t • Michael G. Registratio d�y0860 Date: 06/01/2015 If applica , clintact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: iMw Approved: EWM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C7.01 Project No.VEN20145.01 6" 1 Distance to CL variable 1 /2"r 3"r Top Bituminous Material 1 /2"r slope �[3/�4'per ft � � N 8" 18" MnDOT B618 Concrete Curb and Gutter 6" 1 Distance to variable 3"r /2"r Top Bituminous Material CO 13 slope 3/4"L. per MnDOT 8612 ;`. Concrete Curb and Gutter r N - - ' NOTE: 8, 12" For Use Only with Private Driveways, Parking Lots, or Medians. 28"R 12"R 16" Top Bituminous Material 68"R N � \ N 4 o 1/2' \ 17 1/2" 10 1/2" Surmountable Concrete Curb and Gutter 28" 4„ 4„ 1 1/8"r aD Bituminous Surface Bituminous Curb N 6" Shoe Farmed CITIOF TYPICAL CURB AND GUTTER REVISED: 3-10 ENGINEERING DEPARTMENT PLATE N0'` 5203 FILE NAME: G:\ENG\SPECS\5203 HYDRANTS SHALL BE CLOW MEDALLION OR WATEROUS WB -67-250 ALL HYDRANTS MUST BE APPROVED BY CITY THE HYDRANT MARKER SHALL BE A SPRING MOUNTED FIBERGLASS ROD 5' IN OVERALL LENGTH, FOR SIDE INSTALL MAGNETIZED MOUNT APPLICATION, USING RED & WHITE REFLECTIVE TRACER BOX (SNAKE TAPE WRAPPING OVER THE FULL LENGTH OF THE PIT) AS NEEDED PER ROD. DETAILS EXISTING OR FUTURE - 5550,5501,5502 CURB OR GUTTER LINE HYDRANT VALVE BOX STREET 24" MIN. 2.0% 1 1 /2"_- 3' �: - 2' HYDRANT SHOE AND BARREL SHALL BE ¢ AS REQUIRED --10'--- PLASTIC WRAPPED TYPICAL PER SECTION 2.03x. in z i� 1 CUBIC YARD OF GATE VALVE TEE 1 1/2" CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF POLYETHYLENE (4 MIL.) 18"X18"X5" SOLID CONCRETE BLOCK NOTES: 1, ALL HYDRANTS SHALL HAVE WEEP HOLES. 2, MINIMUM 7.5' COVER OVER MAIN. 3. ALL PAINTED SURFACES SHALL BE SUBJECT TO TWO YEAR WARRENTY PERIOD AS NOTED IN SECTION 2.09 OF THE WATERMAIN SPECIFICATIONS. 4. HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT MARKER. 5. ALL JOINTS SHALL BE RESTRAINED VIA MEGA—LUGS MECHANICAL JOINT RESTRAINT. 6. ALL HYDRANT TO BE PLUMB TO VERTICAL AXIS, MAXIMUM ALLOWABLE TO BE 1/2" PER FOOT OF HYDRANT. 7. HYDRANT TO BE SECURELY COVERED WITH PLASTIC WRAP OR BAG TO INDICATE THAT IT IS OUT OF SERVICE. MOF TYPICAL HYDRANT INSTALLATION REVISED: 3-14 ENGINEERING DEPARTMENT PLATE NO.; 1004 FILE NAME: G:\EING\SPECS1004 IS ambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 TURF PASS PARTNERS A Bi VOLOPMENT 80i PANT Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. _ t • Michael G. Registratio d�y0860 Date: 06/01/2015 If applica , clintact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: iMw Approved: EWM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C7.01 Project No.VEN20145.01 Use MNDOT 3149.2A Granular Borrow VARIES Use I � Use MNDOT 3149.2H Course Filter Agg- (Pipe Foundation Material Required) The bottom of the trench shall be shaped to fit the pipe barrel `or at least 50% of the outside diameter Pipe Dia. x 0.5 Min_ "Dia" Denotes outside diameter of pipe NO fLS 1 When existing soil conditions are not acceptable for backf'II and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation ernbemnent material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. �CMOF PIPE BEDDING CE= IN POOR SOILS REVISED: 1-10 PLATE NO.: ENGINEERING DEPARTMENT 2201 FILE NAME: G: ENG SPECS 2201 NOTE: ANY SIGN FREE STANDING IN ASPHALT PARKING LOT SHALL BE MOUNTED AS SHOWN. M PROVIDE VAN ACCESSIBLE SIGN AT RIGHT HAND DISCHARGE PARKING SPACES no PAVING 1' PARKING �n o VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION _ STANDARD MNDOT VANIBLE SIGN NO. R7.8A ACCESS 4" x 4" STEEL TUBE (SEE SIGN DETAILS THIS SHEET) 6"0 SCH. 40 STEEL PIPE -FILL WITH CON( ONE WRAP OF #30 ROOFING FELT 1s' GRANULAR BASE CONCRETE 01N.T.S. ACCESSIBLE PARKING SIGN U5, ND - 9:3bam - USer:549 V.\PH W tC b\VtN2U145.U1\dwg\Civil\Preliminary\2D145-O-DETL,dwg m - - ---- ------ ------ .. --- --- -- -� _ Compacted Backfill + + �+ + + + 12' -- +` + + + + + +--I- — + +T+ + + + + + + + +++ + + +T+ + + + + _j + + + T + + Bc + + Embedment + + + + + + + + + + + + 0 �5Be + + + + + + — Material -1 + + + +� + + + + + + + + 6" HI + + + + + + + + , ' + + -r + + + +r + + + - FOIlndatlOn — If Required "Bc" Denotes outside diameter of pipe NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.2H course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.213 select granular borrow with 100`a passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. CM OF PIPE BEDDING CHEM FOR P.V.C. PIPE REVISED: 2-10 PLATE No.: ENGINEERING DEPARTMENT 2203 FILE NAME:G: ENG SPECS 2203 T OPENING a d d DUCTILE IRON PLACE CASTING R-1976 OR THREADED PLUG APPROVED EQUAL ON CLEANOUTS IN PAVED AREAS FINISHED GRADE FEMALE ADAPTOR 6" D.I.P. CLEANOUT STACK CONCRETE 3" MINIMUM 45" LONG RADIUS BEND PLAN RIPRAP REQUIREMENTS NTS PIPE DIA RIPRAP REQUIRED 12" TO 24" 8 to 12 CY CL -.3 2.7" TO 33" 14 to 20 CY CIF.3 36" TO 48" 23 to 38 CY CL.3 54" AND UP 62 CY and up CL. 4. (One cubic yard is approximately 2,800 Ins.) -RIPRAP NOTE GRANULAR FILTER REQUIRED UNDER RIP RAP AND 2 LAYERS OF 50OX MIRAFI FABRIC OR EQUAL Granular Filter (MNDOT 3601.2B) S'--CT10N A, --- A Geotextile Filter Type III NTS RIPRAP \ N \\�Granular Filter (MNDOT 3601.2B) SECTION QB Geotextile Filter Type III NTS Cfff OF RIP RAP CEM DETAIL REVISED: 2-10 PLATE NO.: ENGINEERING DEPARTMENT 3107:::] FILE NAME: G: ENG SPECS 3107 3'-8" 3'-8" CONCRETE WALK\C\ A / A,O 4'_0" p 0 5'-8" 5'-8" °o°o°o°o 0 0 0 0 0 0 0 0 0000000o 0000000 0 0 0 0 0 0 0 �_Z000000 o 00°0°0°0 0 0 0 0 0 0 0 0 6'-3" 2 4'-0" 6 BACK OF CURB 3 FRONT FACE OF CURB A PLAN VIEW OF RAMP 0.08 FT./FT. SLOPE OF FLARED SIDE (IF EXISTING CONDITIONS DO NOT PERMIT, MAY USE 0.10 FT./FT. - 0.08 FT./FT. SLOPE) -7 _u v, ed e a d d XX" (DIP OR PVC) SECTION WYE NOTE: CLEANOUT FITTINGS, INCLUDING THE WYE AND STACK SHALL BE DUCTILE IRON, ONLY IF THEY ARE PLACED IN PAVED AREAS. 02CURB CUT 03 TYPICAL CLEANOUT N.T.S. N.T.S. 50% - 65% OF BASE DIAMETER DESIRED MINIMUM 7/8" - 1-7/16" ~ OUTER LIMITS OF \ CONCRETE WALK DOME SECTION \ 1-5/8" - 2-3/8" 1-5/8" - 2.3/8" I�000000 0 00000 15/16" (TYP) _� 5/8" MIN 5/8" MIN NOTE: DIOME SPACING DOME (TYP) THE CURB AND CURB TRANSITION ON THE RAMP WILL BE PAID FOR AS LINEAR FEET OF CONCRETE CURB OR CONCRETE CURB AND GUTTER. THE RAMP AREA WILL BE PAID AS SQUARE FEET OF CONCRETE WALK, UNLESS SPECIFIED OTHERWISE. THE TRUNCATED DOME AREA WILL BE CONSIDERED INCIDENTAL. 1O. 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. O VARIES WITH CURB HEIGHT. EXAMPLE SHOWN IS FOR 6" CURB HEIGHT. O 6" TO 8" IS THE REQUIRED OFFSET OF TH E DETECTABLE WARNINGS/TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB, OR PLACE THE DETECTABLE WARNINGS AT THE BACK OF CURB. 4. ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2'0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (3'0" OR 4' 0" TYP.) OF THE CURB RAMP, THIS 2' 0" BY 3' 0" OR 4' W WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (LIGHT GRAY, WHITE, OR YELLOW) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR (RED, BLACK, DARK GRAY, OR BRIGHT YELLOW) WHEN THE ADJACENT SIDEWALK IS A "WHITE" OR LIGHT GRAY CEMENT COLOR. O THE TRUNCATED DOME AREA MAY BE EITHER GRANITE PANEL OR STAMPED CONCRETE, INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS. GRANITE PANELS SHALL BE 2" NOMINAL THICKNESS WITH SANDED TEXTURED FINISH, FREE OF ANY CRACKS, CHIPS OR COLOR DEFORMATIONS, STAMPED CONCRETE SMALL MEET REQUIREMENTS OF 3A36 CONCRETE MIX AND HAVE INTEGRATED HOMOGENEOUS COLORING. O 4'0" FOR NEW CONSTRUCTION. T 0" ALLOWED FOR RETROFITS OR PRESERVATION PROJECTS. O WHEN POSSIBLE, PROVIDE A PATH OF TRAVEL 4'0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLAT (2% MAXIMUM SLOPE) 4' X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. ROUND ALL SLOPED INTERSECTIONS 5--3" O 4' O 64" O I ELEVATION OF RAMP CURB OR CURB 5 -4O AND GUTTER -�{frT. 'i OPE OR FLATIER `7 Ojjji FT. r CONCRETE WALK SECTION A -A 04N.T.S. PEDESTRIAN CURB RAMP tkssambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 r AN11 IRF Pr PARTNERS CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. 0.A I +r/ Michael G. Byrn Registratio 60 Date: 06/01/2015 If applica , c _tact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: JMw Approved: EWM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C7.02 Project No.VEN20145.01 HEAVY DUTY PAVEMENT 2" BITUMINOUS WEAR COURSE 2" BITUMINOUS BASE COURSE 7" CONCRETE 8" CLASS 5 AGGREGATE BASE, MN/DOT 3138*/ -6" CLASS X AGGREGATE BASE, MN/DOT 3138* 12" SELECT GRANULAR MATERIAL 3149.28 WITH 100% PASSING THE 3 INCH SIEVE AND LESS THAN 5% PASSING THE 200 SIEVE GEOFABRIC, MN/DOT TYPE V, MIRAFI 50OX APPROVEDSUBGRADE 1.5" BITUMINOUS WEAR COURSE 2" BITUMINOUS BASE COURSE 8" CLASS X AGGREGATE BASE, MN/DOT 3138* 0' 12" SELECT GRANULAR MATERIAL, MN/DOT 3149.2B* Y (IN.) Ys 12 34 130 GEOFABRIC, MN/DOT TYPE V, MIRAFI 50OX STANDARD DUTY PAVEMENT APPROVED SUBGRADE 130 NOTES: 12 1. THE PAVEMENT SECTIONS SHALL BE CONSTRUCTED IN 1 130 ACCORDANCE WITH MNDOT "STANDARD SPECIFICATION 12 FOR CONSTRUCTION", AND ALSO THE REQUIREMENTS OF 11 140 THE OWNER'S SOIL ENGINEER. r 2. ALL THICKNESSES, AS SPECIFIED, ARE TO BE CONSIDERED * REFER TO MN/DOT SPECIFICATIONS MINIMUM DEPTHS, AFTER COMPACTION. 12 Z 3. MN/DOT SPEC. 2357 BITUMINOUS TACK COAT SHALL BE 140 PLACED BETWEEN SUCCESSIVE BITUMINOUS LIFTS AND 1 AGAINST ABUTTING CONCRETE CURB EDGES. 150 4. RECYCLED BITUMINOUS WEAR COURSE MIX WILL NOT BE 12 ALLOWED. 150 210 BITUMINOUS PAVEMENT SECTIONS *777 . 94-100 d H (IN.) IIII (IN.) e (DEG.) ! MIN. MAX.; Y (IN.) Ys 12 34 130 230 1 12 15 34 130 l_ 230 1 12 18 34 1 130 230 1 12 21 44 11 140 -. 220 r 24 44 140 112 220 12 Z 27 44 140 220 1 30 54 150 210 1 12 36 54 150 210 12 18" or 24" 94-100 SIZE AND EL VARIES }" 39-94 No. 4 23-39 I No. 8 8-23 No. 16 0-8 —._--__ FLOV PERVIOUS PAVEMENT INFILTRATION *LA ABRASION < 40 REQUIRED AREA W/DRAINTILE LIMESTONE NOT PERMITTED *77S PERVIOUS PAVEMENT SECTION H . CL— e 011 FRONT SIDE SAFL BAFFLE PANEL DIA. ANCHOR BOLT 2" EMBEDMENT 1'r x 1'r STEEL j TUBE FRAME d NUT W/LOCK WASHER DETAIL A r 0 X 12" SELECT GRANULAR MATERIAL GEOFABRIC, MN/DOTTYPE V, MIRAFI 50OX HEAVY DUTY CONCRETE PAVEMENT APPROVED SUBGRADE NOTES 1. THE PAVEMENT SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT "STANDARD SPECIFICATION FOR CONSTRUCTION", AND ALSO THE REQUIREMENTS OF THE OWNER'S SOIL ENGINEER. 2. ALL THICKNESSES, AS SPECIFIED, ARE TO BE CONSIDERED * REFER TO MN/DOT SPECIFICATIONS MINIMUM DEPTHS, AFTER COMPACTION. *77 CONCRETE PAVEMENT SECTIONS .S. -- e nr-rAIf A' OUTLET TOP VIEW OF SUMP CASTING 27" INSIDE DIA. E'CnoO les UPSTREAM TECHNOLOGIES INC. IS THE EXCLUSIVE LICENSEE OF THE SAFL BAFFLE C/L This g applicability ec sizproje Land of detaidoes not le for applicability of the SAFL Baffle for this specific project. It is SAFL BAFFLE STRUCTURE LAYER OF OPEN—GRADED, CRUSHED AND the ultimate responsibility of the design engineer to assure that the design is in compliance with all applicable laws and STANDARD SUMP MANHOLE W/BAFFLE SAFL regulations. The SAFL Baffle is patent pending technology of the University of Minnesota and Upstream Technologies, FLOW RATE HIGH /DRAWDOWN (cfs) (per cart) BAFFLE 1') A Inc. Neither the University of Minnesota nor Upstream Technologies approves plans, sizing, or system designs. ©2011 UPSTREAM TECHNOLOGIES INC. EITHER MECHANICAL SCREED METHODS 5'-0" MIN WIDTH 4" P.C. CONCRETE 2.00% 4" CLASS 5 SECTION A -A GENERAL NOTES FOR CONCRETE CONSTRUCTION: 1. THE CONCRETE SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF MN/DOT "STANDARD SPECIFICATIONS FOR CONSTRUCTION". 2. SIDEWALK CONTROL JOINTS SHALL BE LOCATED AT 5 FEET ON CENTER. SIDEWALK EXPANSION JOINTS SHALL BE LOCATED AT A MAXIMUM OF 100 FEET ON CENTER, AND WHERE SIDEWALK ABUTS CURB, STRUCTURES, AND OTHER FIXED OBJECTS. SEAL ALL EXPANSION JOINTS. BROOM FINISH SHALL BE PERPENDICULAR TO THE LINE OF TRAFFIC. *THE THICKNESS SHALL BE INCREASED TO A MINIMUM DEPTH OF INCHES AT DRIVEWAY CROSSINGS. 07 CONCRETE SIDEWALK N.T.S. DRAINDOWN CARTRIDGE MAINTENANCE ACCESS WALL A FLOW CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGS/RISERS MAINTENANCI ACCESS WAL (M AW INLET PIPE (STANDARD 6" ABOVE OUTLET, MAY VARY) SEPARATOF SKIR- CARTRIDGE DECK HI -FILO CARTRIDGE STEPS (LOCATION MAY VARY) OO `Y q �w MIN, PLAN VIEW FRAME AND COVER SHOWN (HATCH OPTION FLUSH WITH TOP OF STRUCTURE) SECTION A -A Jellyfish"Filter THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWING U5 PATENT NO 8i 287,7268.211, 616& Us 8,123,&36, OTHER INTERNATIONAL PATENTS PENDING EL VARI (GRADES SPECIFI ON SHEET C-4.( 2" #8 AGGREGATE BEDDING COURSE - LAYER OF OPEN—GRADED, CRUSHED AND CARTRIDGE DEPTH WASHED AGGREGATE. PROVIDE A DEPTH OUTLET INVERT TO STRUCTURE INVERT (C) AFTER COMPACTION OF THE PAVING FLOW RATE HIGH /DRAWDOWN (cfs) (per cart) UNITS OF 2" THE CONTRACTOR SHALL 1') A SCREED THE BEDDING COURSE USING ; sTflR.AGL;TIt EITHER MECHANICAL SCREED METHODS I , " OR BY SCREED GUIDES AND BOARDS. ' BEDDING AGGREGATE SHALL NOT BE SUBJECTED TO ANY TRAFFIC (BY_R MECHANICAL EQUIPT. OR PEDESTRIAN) PRIOR TO THE INSTALLATION OF PAVER UNITS. VOIDS LEFT AFTER REMOVAL OF SCREED RAILS SHALL BE FILLED NTH LOOSE AGGREGATE AS PAVER BEDDING COURSE PROCEEDS. ASTM SIEVE SIZE PERCENT PASSING " 100-100 " PERFORATED HDPE 94-100 SIZE AND EL VARIES }" 39-94 No. 4 23-39 No. 8 8-23 No. 16 0-8 PERVIOUS PAVEMENT INFILTRATION *LA ABRASION < 40 REQUIRED AREA W/DRAINTILE LIMESTONE NOT PERMITTED *77S PERVIOUS PAVEMENT SECTION . BITUMINOU SECTION APPROVED SUBGR GEOTEXTILE FABRIC BETV #2 STONE AND APPROVED SUBGF PERFORAPG„ Piui SIZE AND EL. VARIES PERVIOUS PAVEMENT INFILTRATION AREA W/DRAINTILE *77 .S. ROCK INFILATRATION BASIN 4" #57 STONE BASE LAYER OF OPEN—GRADED, CRUSHED AND WASHED AGGREGATE PLACED IN 1 LIFT, COMPACTED USING VIBRATORY 10-15 TON SMOOTH—DRUM ROLLER ASTM SIEVE SIZE PERCENT PASSING 1}" 100-100 1" 90-100 48-90 }" 27-48 }" 12-27 No. 4 0-12 *LA ABRASION < 40 REQUIRED LIMESTONE NOT PERMITTED #2 STONE SUBBASE (DEPTH VARIES) LAYER OF OPEN—GRADED, CRUSHED AGGREGATE PLACED IN 12" (OR LESS) LIFTS, COMPACTED USING VIBRATORY 10-15 TON SMOOTH—DRUM ROLLER ASTM SIEVE SIZE PERCENT PASSING 4" 100-100 3" 80-100 2J" 50-80 2" 20-50 1" 5-20 1" 0-5 *LA ABRASION < 40 REQUIRED LIMESTONE NOT PERMITTED #2 STONE SUBBASE (DEPTH VARIES) LAYER OF OPEN—GRADED, CRUSHED AGGREGATE PLACED IN 12" (OR LESS) LIFTS, COMPACTED USING VIBRATORY 10-15 TON SMOOTH—DRUM ROLLER ASTM SIEVE SIZE PERCENT PASSING 4" 100-100 3" 80-100 2}" 50-80 2" 20-50 14" 5-20 1" 0-5 *LA ABRASION < 40 REQUIRED LIMESTONE NOT PERMITTED FRAME AND COVER (DIAMETER VARIES) N.T.S. 4 TA HATCH (72" x 72" CAST INTO SLAB) N.T.S. SITE SPECIFIC DATA REQUIREMENTS JELLYFISH DESIGN NOTES JELLYFISH TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN. 096" MANHOLE JELLYFISH PEAK HYDRAULIC CAPACITY IS 1.96 CFS. IF THE SITE CONDITIONS EXCEED 1,96 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE DEPTH 54" 40" 27" 15" OUTLET INVERT TO STRUCTURE INVERT (C) 6'-5" 5'-3" 4'-2" 3'-2" FLOW RATE HIGH /DRAWDOWN (cfs) (per cart) 0.18 / 0.09 0.13 / 0.065 0.09 / 0.045 0.05 / 0.025 MAX. CARTS HIGH-FLO/DRAIN DOWN 10/2 FRAME AND COVER (DIAMETER VARIES) N.T.S. 4 TA HATCH (72" x 72" CAST INTO SLAB) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTUREID WATER QUALITY FLOW RATE (cfs) PEAK FLOW RATE (cfs) " RETURN PERIOD OF PEAK FLOW (yrs) # OF CARTRIDGES REQUIRED (HE /Do) CARTRIDGE SIZE PIPE DATAI.E MATERIAL DIAMETER INLET PIPE #1 ^ INLET PIPE #2 ' OUTLET PIPE * ' RIM ELEVATION ANTI -FLOTATION BALLAST WIDTH HEIGHT NOTES/SPECIAL REQUIREMENTS: ' PER ENGINEER OF RECORD GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com 3. JELLYFISH WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 4. STRUCTURE SHALL MEET AASHTO HS -20 LOAD RATING, ASSUMING EARTH COVER OF 0'- 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. 5. JELLYFISH STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C478 AND AASHTO LOAD FACTOR DESIGN METHOD. INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET AND OUTLET PIPE(S). MATCH PIPE INVERTS WITH ELEVATIONS SHOWN ON SITE SPECIFIC DRAWINGS. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATERTIGHT, HOLDING WATER TO FLOWLINIE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW CARTRIDGE DECK ARE GROUTED. F. CARTRIDGE INSTALLATION, BY CONTECH, SHALL OCCUR ONLY AFTER SITE HAS BEEN STABILIZED AND THE JELLYFISH UNIT IS CLEAN AND FREE OF DEBRIS. CONTACT CONTECH TO COORDINATE CARTRIDGE INSTALLATION. ,. 4611i""Avo IS, Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 G5 FA ,,` r II I r .� E � Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. _ 1 * Michael G. Registratio Date: 06/01/2015 If applica c Hiatt us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: JMw Approved: EWM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C7.03 Project No.VEN20145.01 Jun 05. 2015 - 9:36am - User 549 6" SCH. 40 STEEL PIPE FILLED W/ CONC. WITH TOP ROUNDED. o 2 0 PAVEMENT OR v FINISHED GRADE I 3" COVER me , , . PROJECT: LOCATION: o OWNER: FILL POST w/ SCALE: ENGINEER: CONCRETE DRAWN BY: SEG 3500 PSI P.C. CONCRETE 3 \� CONTRACTOR: DATE: MINIMUM (TYP.) MANUFACTURER: DWG. No.: PRODUCT DESIGNATION: ecoStorm - gross particulate separation technology £NYlft6tbM8NPAL 8'tSFE1AS, Ow- DESIGNED BY:, CHECK 1: CHECK 2. A Drvisroa Of 9'.1 EMe111t605 America REVISIONS Vertical Inlet Type Standard 1-8-07 ecoStorm Peak Treatment Fiberglass 45° Top Slab weir dims. ecoStorm flowrate flowrate D1 dia. D2 dia. D3 dia. H1 H2 Palladium pvc Thickness model no. QP-k(cfs) QTret(cfs) (ft.) (ft.) (in.) (in.) (in.) Weir Bend T(in) 4 18.9 7.6 2-00 6.00` f' 2 3 13.1 5.3 10.00 4.00 1* 12 2 8.4 3.4 8.00 3.50 1.5 6.4 2.6 7.00 3.00 ' 8 1 4.7 1,9 6.0 2,50 =s t r 7 8 Fiberglass s Palladium 1 Weir –'i l-- H2 A Vertical Weir Opening III - -.. FLOW IL ori Irl i I PLAN n.t.s. '-_-- .. FRAME & COVER I (VENTED TYP.) ADJ. RINGS B–B SECTION — AS REQUIRED m n.t.s. o. i D30 i ill iI Li FLOW – –It T Bend Top View ii ( I 10 10 M Bend Profile GENERAL NOTES: D30/2 MANHOLE DESIGN "Optional Bend" SPECIFICATIONS CON– I ---D20 -- n.t.s. FORM TO LATEST A.S.T.M. D10 C478 SPEC. FOR "PRE– CAST REINFORCED CONCRETE MANHOLE SECTIONS. SECTION A–A 'T n.t.s. ecoitorm DESIGN LOADING: AASHTO HS20-44 PROPRIETARY INFORMATION: PATENT PENDING DESIGN, ALL INTELECTUAL RIGHTS RESERVED - ROYAL ENVIRONMENTAL SYSTEMS Jun 05. 2015 - 9:36am - User 549 6" SCH. 40 STEEL PIPE FILLED W/ CONC. WITH TOP ROUNDED. o 2 0 PAVEMENT OR v FINISHED GRADE I ALL PIPES SHALL BE PAINTED TRAFFIC YELLOW 02CONCRETE PIPE BOLLARD - N.T.S. tkssambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 is r_ DA t PARTNERS.. SS r rrn;^,asr n. DEVELOPMONT BOMPANY Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. Michael G. Date: 06/01/2015 If applicaN, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: HVw Approved: EVJM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C7.04 Project No.VEN20145.01 3" COVER OVER FOOTING o FILL POST w/ a Z CONCRETE w � z 3500 PSI P.C. CONCRETE 3 \� MINIMUM (TYP.) ALL PIPES SHALL BE PAINTED TRAFFIC YELLOW 02CONCRETE PIPE BOLLARD - N.T.S. tkssambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 is r_ DA t PARTNERS.. SS r rrn;^,asr n. DEVELOPMONT BOMPANY Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. Michael G. Date: 06/01/2015 If applicaN, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: MGB Drawn: HVw Approved: EVJM Book / Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal / Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C7.04 Project No.VEN20145.01 SITE DEVELOPMENT SUMMARY SITE AREA: LOT 1 78,231 SF (1.79 ACRES) OUTLOT A (POND PROMENADE) 39,943 SF (0.91 ACRES) TOTAL SITE AREA - 1 18,1 74 SF (2.70 ACRES) PROPOSED SINGLE STORY BUILDING: BUILDING USE: RETAIL STORE BUILDING GROSS AREA: 23,520 SF BUILIDING HEIGHT: 2T-4" FT \ SITE COVERAGE: BUILDING COVERAGE: 23,520 SF IMPERVIOUS PARKING AREA COVERAGE: 27,002 SF PERVIOUS PARKING AREA COVERAGE: 13,037 SF TOTAL IMPERVIOUS AREA COVERAGE: 54,0525f 70% TOTAL PERVIOUS AREA COVERAGE: 23,279 SF 30% PARKING SUMMARY: TOTAL REQUIRED SPACES ( RETAIL = 1/200 SF) 23,520 SF / 200 SF = 1 18 SPACES PARKING LOT SPACES 82 SPACES SHARED SPACES 72 SPACES 154 SPACES SITE NOTES: I . SEE CIVIL DRAWINGS, FOR GRADING PLAN. 2. ALL PARKING LAYOUT DIMENSIONS ARE TO FACE OF CURB, UNLESS NOTED, EXCEPT DIMENSIONS ON SURMOUNTABLE CURBS, WHICH ARE 8" FROM THE BACK OF CURB. 3. ALL ENTRIES INTO BUILDING TO HAVE STOOPS W/ FOUNDATIONS ALL ABUTTING WALKS SHOULD BE DOWELED INTO WALKS POURED ON STOOPS. 4. SEE SHEET L2.0, FOR THE PLANTING PLAN. 5. SEE SHEET L3.0, FOR SITE DETAILS. G. ALL CURBS ARE TO BE BG -12 UNLESS OTHERWISE NOTED. 7. (SEE CIVIL DRAWINGS FOR DETAIL) 8. ALL SMALL RADIUS CURVES ARE 3' UNLESS OTHERWISE NOTED. 9. THE CONTRACTOR MUST OBTAIN NECESSARY PERMITS. 10. THE CONTRACTOR MUST HAVE ALL UNDERGROUND UTILITIES LOCATED AND PROTECTED DURING CONSTRUCTION. 1 1. CARE MUST BE TAKEN DURING CONSTRUCTION AND EXCAVATION TO PROTECT ANY SURVEY MONUMENTS Al PROPERTY IRONS. 12. ADJACENT STREETS AND ALLEYS MUST BE SWEPT TO KEEP THEM FREE OF SEDIMENT. CONTRACTOR MUST MONITOR CONDITIONS AND SWEEP DAILY. 13. CONSTRUCTION PARKING SHALL BE PROHIBITED FROM CIRCULATION DRIVES, FIRE LANES AND OTHER AREAS AS DETERMINED BY CITY REGULATIONS. — Site Plan — SCALE I" = 20'-0" 6/5/2015 5:43:14 AM hARDWOOD MULCH BED CART STORAGE ° t SOD AREA J e s :�.,� CURB TAPER ZQ (SEE CIVIL) W d 2G1 - 0" 2 Cl)� TV €M , a P DRAWINGS ARE IN CONFIDENCE AND MAIN ENTRANCE r = U n?'. ..t e.,ee. c... a ..e r.. ..... e.: •,.... PROPOSED SINGLE STORY BUILDING: BUILDING USE: RETAIL STORE BUILDING GROSS AREA: 23,520 SF BUILIDING HEIGHT: 2T-4" FT \ SITE COVERAGE: BUILDING COVERAGE: 23,520 SF IMPERVIOUS PARKING AREA COVERAGE: 27,002 SF PERVIOUS PARKING AREA COVERAGE: 13,037 SF TOTAL IMPERVIOUS AREA COVERAGE: 54,0525f 70% TOTAL PERVIOUS AREA COVERAGE: 23,279 SF 30% PARKING SUMMARY: TOTAL REQUIRED SPACES ( RETAIL = 1/200 SF) 23,520 SF / 200 SF = 1 18 SPACES PARKING LOT SPACES 82 SPACES SHARED SPACES 72 SPACES 154 SPACES SITE NOTES: I . SEE CIVIL DRAWINGS, FOR GRADING PLAN. 2. ALL PARKING LAYOUT DIMENSIONS ARE TO FACE OF CURB, UNLESS NOTED, EXCEPT DIMENSIONS ON SURMOUNTABLE CURBS, WHICH ARE 8" FROM THE BACK OF CURB. 3. ALL ENTRIES INTO BUILDING TO HAVE STOOPS W/ FOUNDATIONS ALL ABUTTING WALKS SHOULD BE DOWELED INTO WALKS POURED ON STOOPS. 4. SEE SHEET L2.0, FOR THE PLANTING PLAN. 5. SEE SHEET L3.0, FOR SITE DETAILS. G. ALL CURBS ARE TO BE BG -12 UNLESS OTHERWISE NOTED. 7. (SEE CIVIL DRAWINGS FOR DETAIL) 8. ALL SMALL RADIUS CURVES ARE 3' UNLESS OTHERWISE NOTED. 9. THE CONTRACTOR MUST OBTAIN NECESSARY PERMITS. 10. THE CONTRACTOR MUST HAVE ALL UNDERGROUND UTILITIES LOCATED AND PROTECTED DURING CONSTRUCTION. 1 1. CARE MUST BE TAKEN DURING CONSTRUCTION AND EXCAVATION TO PROTECT ANY SURVEY MONUMENTS Al PROPERTY IRONS. 12. ADJACENT STREETS AND ALLEYS MUST BE SWEPT TO KEEP THEM FREE OF SEDIMENT. CONTRACTOR MUST MONITOR CONDITIONS AND SWEEP DAILY. 13. CONSTRUCTION PARKING SHALL BE PROHIBITED FROM CIRCULATION DRIVES, FIRE LANES AND OTHER AREAS AS DETERMINED BY CITY REGULATIONS. — Site Plan — SCALE I" = 20'-0" 6/5/2015 5:43:14 AM hARDWOOD MULCH BED PERVIOUS PAVER PAVING HARDWOOD MULCH BED I'll POND PROMENAD e e .;NEW CONCRETE SIDEWALK ..,;_ LOT I �� S I� °� M 78,23 1 SFa`a 'M (1 .79 ACRES .m e�,s'e+sn«kig,e'`es I�ee� e$ai� 4 88 T U S H I E MONTGOMERY ARCHITECTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNE50TA 55423-4064 G12.861.963G FAX: 612.861.9632 WWW . TMIARCHITECTS . COM U � W CART STORAGE ° n' J C:W :�.,� CURB TAPER ZQ (SEE CIVIL) W d 2G1 - 0" 2 Cl)� DRAWINGS ARE IN CONFIDENCE AND MAIN ENTRANCE r = U z DISSEMINATION MAY NOT BE MADE U ° m�. _ er a WITHOUT PRIOR WRITTEN CONSENT OF CONCRETE PAD.° 4 THE ARCHITECT. ALL COMMON LAW �h '< RIGHTS OF COPYRIGHT AND OTHERWISE, TRENCH TRAIN DRAIN (SEE CIVIL) ARE HEREBY SPECIFICALLY RESERVED. , 0d v N A,' PERVIOUS PAVER PAVING HARDWOOD MULCH BED I'll POND PROMENAD e e .;NEW CONCRETE SIDEWALK ..,;_ LOT I �� S I� °� M 78,23 1 SFa`a 'M (1 .79 ACRES .m e�,s'e+sn«kig,e'`es I�ee� e$ai� 4 88 T U S H I E MONTGOMERY ARCHITECTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNE50TA 55423-4064 G12.861.963G FAX: 612.861.9632 WWW . TMIARCHITECTS . COM U � W ° n' J C:W :�.,� ZQ ~ W � Cl)� DRAWINGS ARE IN CONFIDENCE AND = U z DISSEMINATION MAY NOT BE MADE U - 4 z L3.0 r n I�. PREPARED FOR: rn 2 BENCH FT1 3 / ENTUUE PASS:,PARTNERS CURVED GREEN WALL "�" L3.0 .6 PeVl51on5 4 Addendum5 EXISTING LIGHT TO REMAIN SO 06/05/15 City Submittal D AREA , 500v` SOD AREP✓ EXISTING LIGHT TO BE REMOVED DURING �— RELOCATE EXISTING LIGHT CONSTRUCTION AND REINSTALLED \` > -LAKE DRIVE \� Y \t ' RELOCATED EXISTING LIGHT — - EXISTING SIDEWALK FF .i \ f 1 r , \ , - P L NO�RUG�C\ON . APARTMENTS N 215027A + I L SITE PLAN Ll .0 m 2014 Tush,e Montgomery t Azsocutez, Ina. T a :�.,� ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE _ WITHOUT PRIOR WRITTEN CONSENT OF CONCRETE PAD.° 4 THE ARCHITECT. ALL COMMON LAW �h '< RIGHTS OF COPYRIGHT AND OTHERWISE, TRENCH TRAIN DRAIN (SEE CIVIL) ARE HEREBY SPECIFICALLY RESERVED. 0 4". ,. 1 HEREBY CERTIFY THAT THIS PLAN, TRANSFORMER N SPECIFICATION, OR REPORT WAS PRE - BY ME OR UNDER MY DIRECT TRASH AND RECYCLING AREA (A ,.; < SUPERVISION AND THAT I AM A DULY A .O LICENSED HIT T TRC THE LAWS OFNDTHEASTE OF MINNESOTA. A A. l PRINT NAME: Gary Tushle si HARDWOOD MULCH A� SIGNATURE: DATE: 0005015 LICENSE #: 1514G he m�� ti - ' ' .,�., °� i >� •' 4+ erX ' GE 4 UTILITY :o� 1 0DRAINA EASEMENTv b �`� _ _ ... .. ._ 13y: Drawn KK L - SOD ARFA Checked By: GT .6 PeVl51on5 4 Addendum5 EXISTING LIGHT TO REMAIN SO 06/05/15 City Submittal D AREA , 500v` SOD AREP✓ EXISTING LIGHT TO BE REMOVED DURING �— RELOCATE EXISTING LIGHT CONSTRUCTION AND REINSTALLED \` > -LAKE DRIVE \� Y \t ' RELOCATED EXISTING LIGHT — - EXISTING SIDEWALK FF .i \ f 1 r , \ , - P L NO�RUG�C\ON . APARTMENTS N 215027A + I L SITE PLAN Ll .0 m 2014 Tush,e Montgomery t Azsocutez, Ina. Planting Schedule ID Count Common Name Botanical Name Size Comments Deciduous Tree GLN 19 Green5pire Linden iTilia cordata 'Green5plre'3" Caliper Ball and Burlap 122 JTLC 14 1 Japanese Tree Lilac 15yrincja reticulata 2" Caliper Ball and Burlap Cie 2. Evergreen Tree RA 15 Rushmore Arborvitae Thu 3. Shrub AFD 32 Arctic Fire Dogwood Cor GFS 122 Goldflame Spirea Spi JC 23 Jackmanm Clematis Cie LP5 218 Little Prmce55 Spirea Spi 4. Perennial 5FG IGI Miscanthus Silver Feather Grass Mi< SCD 1275 15trawberry Candy Daylily Her 5. Evergreen Shrub MJR 18 Medora Juniper Jun TOTAL: 7G I LANDSCAPE NOTES: I : LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLAk YEAR. FROM THE DATE OF CERTIFICATION OF SUBSTAP OR LATER IF INSTALLATION IS DELAYED BECAUSE OF PI 2. ALL PLANT MATERIAL SHALL MEET MINIMUM REQUIREMI STANDARD FOR NURSERY STOCK" (ANSI Z60. 1-2004). 3. NO PLANT OR MATERIAL, SHALL BE SUBSTITUTED WITH LANDSCAPE ARCHITECT. 4. TREES SHALL ONLY BE STAKED AND GUYED WITH THE P ARCHITECT, IN CASES OF EXTREMELY WINDY LOCATION SOIL. REFER TO LANDSCAPE PLAN AND DETAILS FOR SI 5. IF THERE IS A DISCREPANCY BETWEEN PLANT QUANTITII GRAPHICALLY REPRESENTED, THE GRAPHIC REPRESENT G. THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL UTILF UTILITIES AND STRUCTURES. DAMAGE TO UTILITIES AN BY THE LANDSCAPE CONTRACTOR TO THE SATISFACTIC 7. IF PLANTS OR LANDSCAPE ELEMENTS CANNOT BE INST PLAN, THE CONTRACTOR SHALL STAKE LOCATIONS FOF APPROVAL PRIOR TO ANY EXCAVATION OR INSTALLATIC 8. UNLESS INDICATED OTHERWISE, ALL LANDSCAPE AREA; RECEIVE SOD. AREAS OUTSIDE THE 51TE BOUNDARY U RECEIVE SEED OR BE REPAIRED BACK TO THEIR ORIGII\ OTHERWISE. 9. ALL SOD AND LANDSCAPE INSTALLATIONS SHALL BE IRRIGATED, UNLESS NOTED OTHERWISE. 10. WOOD FIBER BLANKET MULCH SHALL BE APPLIED OVER SEED ON ALL SLOPES, NATIVE GRASS HAY MULCH MAY BE USED ON RELATIVELY FLAT AREAS. 1 1. IN AREAS WHERE AN EXISTING PARKING LOT OR DRIVE AREAS HAVE BEEN REMOVED, ALL SUB -BASE SHALL BE REMOVED AND REPLACED WITH TOPSOIL AND ORGANIC MATTER. - Plantinci Plan - SCALE I " = 20'-0" h11 /'11\1 IVIL_IV I .J T U S H I E MONTGOMERY A R C H I T E CTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOUS, MINNESOTA 55423-4084 612.861.9636 FAX: 612.861.9632 WWW . TMIARCHITECTS . COM PREPARED FOR: `)NTUREr PASS nPARTNERS LE. S ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTNAME: GaryTu5hle SIGNATURE: Drawn By: KK Checked By: GT Rewslons E Addendum 06/05/ 15 City Submittal 15146 R�e "PREF MF R coo RVG-C`oN 215027A PLANTING PLAN L2.0 6/5/2015 8:43:18 W 0 0 2014 TuDina Mcmoomay < A wtc. Inc. L� 1 J Q W U) - z Q W~ W N U) U) Er .� Q = U z Q PREPARED FOR: `)NTUREr PASS nPARTNERS LE. S ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTNAME: GaryTu5hle SIGNATURE: Drawn By: KK Checked By: GT Rewslons E Addendum 06/05/ 15 City Submittal 15146 R�e "PREF MF R coo RVG-C`oN 215027A PLANTING PLAN L2.0 6/5/2015 8:43:18 W 0 0 2014 TuDina Mcmoomay < A wtc. Inc. DERO 'HOOP' BIKE RACK WITH BLACK POWDER COAT FINISH NOTE: REFER TO MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLATION DERO - HOOP BIKE RACK SCALE )12" = 1'-0" jCHEDULE 40 PIPE (1.9" O.D.) 8" MASONRY WEDGE ANCHOR )ED BY MANUFACTURER) CURVED GREEN 5CREEN SCALE 112" = 1-O" 72" I/IG" 1 3/16" R.901 2"X I"X 13. GA. STL. TUBE 2" X I" X 13 1/2" X I" S.5TL. GA. STL. TUBE GA. STL. TUBE BTN. SKT. HD. CAP SCR. ►OJY FRONT VIEW NOT TO SCALE 5T1 P11: E 5-2 SU RfACE NOT TO SCALE SUDAN COLOR POWDER COAT — 1/4" X 1 1/2" 5TL. BAR 1 " SQ. X GA. STL. NOTES: I . INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. ALL STL. MEMBERS COATED W/ ZINC RICH EPDXY THEN FINISHED W/ POLYESTER POWDER COATING. 4. 112" X 3 3/4" EXPANSION ANCHOR BOLTS PROVIDED FOR 5-2 OPTION. 5. ALL WELD5 CONT. THEN GROUND SMOOTH. G. BENCH SHIPPED UNASSEMBLED. DUMOR 5' BENCH 1 18 112" = I '-O" SNAP CUPS WITH STAINLESS STEEL SCREW EDGE TRIM AT TOP AND BOTTOM EDGE OF PANEL 3" ROUND STEEL P05T WITH POST CAP 0-0" O.C. SPACING ICK PANEL JPS AT PANEL TO PANEL SEAMS ZADE iT WITH POST CAP _L BE VERIFIED ", WIND LOADS, 5 � `�?_G 112" I 21 Elff VIEW NOT TO SCALE T U S H I E ,I,Im" �' MONTGOMERY P ARCHITECTS ? 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423 -4084 G 1 2 . 8G I . 9G3G FAX: G 12 . 8G I . 9G32 E WWW TMIARCHITECTS COM I � � I a<• � 1 `31\ I I' O . F S„ t `„ V W I t n a ° ,I 'i R=84 O K� � irrp w I $ F � W Ljj 3" W < t 2 3 2 8 T{ f w .s; %AZf T IAi III U a 4 r1 tf / PREPARED FOR: E ti � VENTURE PASS PARTNERS YrWM4.A tACYn�Y,P:UtNI x'YY.OIIANY'. T, ILA IJ ALL ARCHITECTURAL AND ENGINEERING rr ° DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED: I HEREBY CERTIFY THAT THIS PLAN,' SPECIFICATION, OR REPORT WAS PRE- . � � ; • .. .,. PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: Gary Tu5h1e 51GNATURE: DATE: 0005015 LICENSE #: 1514G CURVED GREEN SCREEN SCALE 114" = I' -Q" Drawn By: KK Checked By: GT Remsions d Addendums. 0G/05/ 15 City Submittal R` _pRE��MF R N G� S�RVGj\o 215027A SITE DETAILS L3.0 6/5/2015 8:49:20 AM 0 0 2014 Tush,e Montgo < Aw .t., Inc. PLANT TREES SO THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. REJECT TREES IF THE TRUNK FLARE IS NOT VISIBLE. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. SET TOP OF ROOF BALL FLUSH TO GRADE OR 1-2 IN. HIGHER IN SLOWLY DRAINING SOILS. MULCH 4" DEEP IN A 0 DIAMETER RING. KEEP MULCH 4" FROM THE -� BASE OF THE TREE TRUNK. MAINTAIN WEED FREE FOR A YEAR AFTER PLANTING. WIDTH OF PLANTING HOLE = MIN 2x THE WIDTH OF THE ROOT BALL. TRENCHED/NATURAL EDGE TO HOLD MULCH IN PLACE AND TO SEPARATE FROM LAWN. SCARIFY EDGES OF =f ISL �Y1 RACKFII I —I MAINTAIN A 4" RADIUS BETWEEN THE TRUNK AND MULCH. REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM TOP 1/3 OF ROOT BALL, CUT WIRE BASKET IN 4 PLACES AND FOLD AWAY FROM THE ROOT BALL. 4 IN. HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. AMEND WITH PHC TREE SAVER(MYCHORIZAE) OR EQUAL. REFER TO MANUFACTURER FOR QUANTITY AND METHOD OF APPLICATION. BACKFILL WITH A MIN. 1/2 EXISTING SOIL AND f - WELL COMPOSTED ORGANIC MATTER MIXTURE. SET ROOT -BALL ON FIRM PAD AT THE BOTTOM OF WHOLE. NOTES: I . PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. DO NOT REMOVE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE CROWN. 2. STAKE AND WRAP TREES ONLY IF DIRECTED BY LANDSCAPE ARCHITECT, SEE STAKING AND/OR WRAPPING DETAILS AS NEEDED. 3. LOCATE PLANTS AS DIRECTED ON LANDSCAPE PLAN. 4. MAKE SURE PLANTING BED SOIL IS L005ENED AND NOT TOO WET PRIOR TO PLANTING AND AVOID 501L COMPACTION DURING PLANTING. 5. MULCH LAYER TO EVENLY COVER THE ENTIRE BED AREA 4"-6" THICK, MAINTAIN A 4" RADIUS BETWEEN MULCH AND TRUNK. B*B TREE PLANTING SCALL 1/2" = I' -U" LIGHTWEIGHT - HIGH VI5ABILITY, TEMPORARY FENCING ENCIRCUN( TREWLANTS, MINIMUM OF 3' OUTSIDE DRIPLINE OR EDGE OF FURTHEST BRANCHES. TO BE REMOVED AFTER CONSTRUCTIOf IS COMPLETE. CRITICAL ROOT ZONE(CRZ) 1.5 X DIAMETER AT CHEST(DCH) HEIGHT=RADIUS IN FEET FROM TRUNK. (I.E. 1.5X 10" DCH= 15' RADIUS OF PROTECTION) � I I NOTES: ELEVATION VIEW ING TREE IRIPUNE 1. THERE SHALL BE NO CONSTRUCTION EQUIPMENT OPERATION AND NO MATERIAL STORAGE/VEHICLE PARKING UNDER THE DRIPLINE OF EXISTING TREES TO BE SAVED. 2. TO BE INSTALLED AROUND ALL TREES AND OTHER PLANTINGS TO BE PRESERVED - SEE LANDSCAPE PLAN FOR DETAILS. 3. PLANTS MUST BE CONTINUALLY WATERED, AS NEEDED, DURING CONSTRUCTION. 4. CARE MUST BE TAKEN TO MINIMIZE ANY COMPACTION, SHADING, OR ANY OTHER INTERRUPTION OF THE PLANTS NATURAL FUNCTIONS. EXISTING TREE/SHRUB PROTECTION SCALE I / 16" = I i -O" EXISTING TRF: 5/5HRU135 1 d O O \ O LI&nWEIGHT - HIGH°\ VISIBILITYTEMPORARYY FENCING ENCIRCLING PLANTS AND PLANT �, r GROUPINGS, MINIMUM OF 3' OUTSIDE DRIPLINE OR OUTSIDE BRANCHES. PLAN VIEW TO BE REMOVED AFTER COH5TRUCTION IS COMPLETE. SOD FINISH GRADE TILLED AND AMENDED SOIL TOA MIN, G" DEPTH. ADD NEW TOP =fi T ITIS T T III ) SOIL AS NEEDED BASED ON 711-111 J1111-111 =1 I -I SITE CONDITIONS. i =IIIIII=III=III=ILII UNDISTURBED SOIL MAINTAIN 4-6" RADIUS BETWEEN PLANT AND MULCH 4" DEEP DOUBLE SHREDDED WESTERN RED CEDAR MULCH PAVING EDGE - START 50D BSB STOCK - REMOVE BURLAP FROM 1/3 OF ROOT BALL FLUSH WITH PAVING. PPACE AS SHOWN � LANDSCAPE PLA BACKFILLED SOIL WITH WELL COMPOSTED ORGANIC MATTER / SEE EDGING INSTALLATION - IF (MAINTAIN A MIN. 50% EXISTING SOIL) USED ON FINISH GRADE PROJECTk ,II UNDISTURBED SOIL d SCARIFY EDGES OF BACKFILL AREA POTTED STOCK - SCARIFY EDGES OF ROOT BALL BEFORE — — a.. PLANTING NOTES: I . TILL TO A DEPTH OF 4-6", ADD TOPSOIL IF NONE 15 PRESENT ON SITE, AND AMEND SOIL ACCORDING TO 501L TEST(COLLECTED BY CONTRACTOR AFTER SITE GRADING 15 NOTES: COMPLETED). 1. AVOID PLANTING IN WET OR SATURATED SOIL TO PREVENT SOIL COMPACTION DURING PLANTING. 2. REMOVE ALL DEBRIS. 3. SMOOTH AND DO A FINAL GRADING AWAY FROM BUILDINGS, FILL ANY LOW SPOTS, AND I 2. MULCH LAYER TO EVENLY COVER THE ENTIRE BED AREA, EXCEPT KEEP MULCH 4" FROM BASE OF SHRUB BRANCHES. " BELOW HARD SURFACE AREAS(5IDEWALK5, DRIVEWAYS, CURBS, ETC.). 3. SPACING BETWEEN PLANTS AS DIRECTED ON LANDSCAPE PLAN. 4. ROLL SOIL SURFACE LIGHTLY. 4. MAKE SURE PLANTING BED SOIL IS LOOSENED AND NOT TOO WET PRIOR TO PLANTING AND AVOID SOIL COMPACTION DURING PLANTING. 5. WATER SOIL SURFACE, 50 IT 15 MOIST BEFORE LAYING SOD. G. 50D ACROSS SLOPE NOT DOWN SLOPE. 5. SPACING BETWEEN PLANTS AS INDICATED ON LANDSCAPE PLAN. 7. STAGGER SOD 50 SEAMS DO NOT LINE UP TO PREVENT WASHOUTS, STAKE if NECESSARY. 6. USE WOVEN GEO-TEXTILE FILTER FABRIC WHEN USING ROCK OR INORGANIC MULCHES. 5. PLACE 50D WITH SEAMS FLUSH AGAINST EACH OTHER, LEAVING NO GAPS BETWEEN 7. NO 5UB5TITIONS OF PLANTS OR ADJUSTMENTS TO PLANT LOCATIONS, WITHOUT APFRt VAL OF THE LANDSCAPE ARCHITECT. ROLLS. 9. COMPRESS 50D WITH WEIGHTED ROLLER AND WATER AFTER INSTALLATION. 10. SOD ALL ON SITE AREAS AS DIRECTED ON LANDSCAPE E SITE PLAN. SOD INSTALLATION SHRUB PLANTING 3 SCALE 3/ 1 G" = I'-0" qSCALE 3/8" = 1 '-011 MIN. WIDTH 2'- 0" OR AS INDICATED ON THE SITE/LANDSCAPE PLAN - 3-4" RIVER ROCK MULCH TAPER GRADE DOWN TO EDGING TO HOLD MULCH 4" HARDWOOD MULCH PROFESSIONAL GRADE 13LACKVINYL`'�=. „ .,';,;...,Y,.-,',':.,-,,'„ LANDSCAPE EDGING `L -- I_-III-III1 I I111=1 I I ;III -- WOVEN FILTER FABRJC 11 I IIII - UNDISTURBED SOIL I I1 I -111-1111 ;11111111111�111 NOTES: 1. USE LANDSCAPE FILTER FABRIC UNDERNEATH STONE MULCHES. III DOWNSPOUT DRAINAGE STRIP IN MULCH BED SCALE I " = 1 '-011 6/5/2015 8:43:21 AM T U S H I E MONTGOMERY ARCHITECTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423-4084 612.861 .9636 FAX: 612.861.9632 WWW . TMIARCHITECT5. COM PREPARED FOR: tic '�'EN IJRE" PASS aPARTNFRS ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: GaryTushie SIGNATURE: DATE: 0G05015 LICENSE #: 15146 TRem5ions : KK 8y: GT 4 Addendums 5 City Submittal R`�' "PREF MF R N co o Roc 215027A PLANTING DETAILS L3. I O 2014 Tu hie Montgomery 4 As Tat=. tno. .J r , V Cz DRIPLINE li' ' I l r�n V Q' Z W U) (15 V/ QCTj = U z Q U PREPARED FOR: tic '�'EN IJRE" PASS aPARTNFRS ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: GaryTushie SIGNATURE: DATE: 0G05015 LICENSE #: 15146 TRem5ions : KK 8y: GT 4 Addendums 5 City Submittal R`�' "PREF MF R N co o Roc 215027A PLANTING DETAILS L3. I O 2014 Tu hie Montgomery 4 As Tat=. tno. GARDCO INFINITY II SERIES PREM P4 / P4-2 S'TONCO WTL SERIES WPA GARDGU 101 SERIES WP MGMANSERIES WP2 - Lighting Plan - SCALE I " = 30'-0" t of VB + a + MH 19 4', Arrangement Total Lamp Lumens Lum. Lumens �s �d B Eg 01 0._ 10 + 888 B I 02 03 + 1H 19-4 B d§ d '� ." p '�. `, 0.� + +�0 8 1 1"t +0.2 P4, MH: 27-G <1 1, 0 _ ... '0 00 t 0.3' -� :- <<+. §� SINGLE +03 < od a°"+..;� + e<. .,' ,. +02 2 04 �� 6 WPA SINGLE 22000 10599 0.750 W TL250P1! " FWT 291 N.A. APARTMENTS '1 0.2 03�. P4-2 " 40000 20607 0.750 PAEM-2-17I `; - OOPSMH 452 B2 -UO -G3 0.2 0.3 'b.4 03 04 02 U.3 0.5 =_ 0.2 0.4 0.2 0.3 0.2 0.2 + + + + + + + _+ P4 P4 MH: 27-6' Mf i 09 '1:4 '1.7 '1.5 +1'0. 0.8 +LO +1.4 OND PROMENAD IN.p", Bse. ��A�a,,�a,� e" e e du�eaF B SB3a�B�"¢+Be'w`ae`'s�4s' �o B W I' ^*; :, ��§� BMH:19"4 d+. d..B�s .a�a$B P4-2 I wIN B'°NBs%�'WP1111, eh MH: 27 6' .^ MH: 191-4 MH 19 4 " R e € gas s rN -m A 4 (y . \ - P4 0.2 0.1 i0 19'-4" VB t1 WPI a + MH 19 4', Arrangement Total Lamp Lumens Lum. Lumens �s �d B Eg 1 19 4 BUG Rating 10 + 888 B + + + + + + + _+ P4 P4 MH: 27-6' Mf i 09 '1:4 '1.7 '1.5 +1'0. 0.8 +LO +1.4 OND PROMENAD IN.p", Bse. ��A�a,,�a,� e" e e du�eaF B SB3a�B�"¢+Be'w`ae`'s�4s' �o B W I' ^*; :, ��§� BMH:19"4 d+. d..B�s .a�a$B P4-2 I wIN B'°NBs%�'WP1111, eh MH: 27 6' .^ MH: 191-4 MH 19 4 " R e € gas s rN -m A 4 (y . \ - P4 0.2 0.1 i0 19'-4" VB t1 WPI a + MH 19 4', Arrangement Total Lamp Lumens Lum. Lumens �s �d B Eg 1 19 4 BUG Rating 10 5 888 B _4 3oala + 1H 19-4 B d§ Luminaire Schedule Project: CHANHASSEN RETAIL MARKET s0 l 8d"I' ltl 10' DRAINAGE_* UTILITY EASEMENT a + 4 a §MH 19 4 Arrangement Total Lamp Lumens Lum. Lumens LLF B 1 19 4 BUG Rating �Vyg 5 y o 9 0 Ie _4 3oala + 03' 0.4 PAEM-FH- ( ")PSNH d '� ." p '�. `, 0.� + +�0 8 27'G SINGLE P4, MH: 27-G <1 1, 0 _ ... '0 Luminaire Schedule Project: CHANHASSEN RETAIL MARKET s0 l 8d"I' ltl 10' DRAINAGE_* UTILITY EASEMENT a + Label Arrangement Total Lamp Lumens Lum. Lumens LLF B Lum. Watts BUG Rating BIKE SHOP^' 5 P4 d. 40000 + 03' 0.4 PAEM-FH- ( ")PSNH d '� ." p '�. `, 0.� + +�0 8 27'G SINGLE 12500 0 0 _ ... '0 00 ^%0,2 B2 -U0 -G1 -� :- <<+. , e0o goo SINGLE +03 < od a°"+..;� + e<. .,' ,. 00 0.0 +oo� 0.e5 _O.o ^-00 00 `00 o.o +o.o 'oo + 00^ 00 .1 - - 40,��+00 `ao , Z 6 WPA SINGLE 22000 10599 0.750 W TL250P1! " FWT 291 N.A. APARTMENTS Luminaire Schedule Project: CHANHASSEN RETAIL MARKET Symbol a + Label Arrangement Total Lamp Lumens Lum. Lumens LLF B Lum. Watts BUG Rating BIKE SHOP^' 5 P4 SINGLE 40000 + 03' 0.4 PAEM-FH- ( ")PSNH d '� ." p '�. `, 0.� + +�0 8 02; SINGLE 12500 0 0 _ ... '0 00 ^%0,2 B2 -U0 -G1 -� :- <<+. , e0o goo SINGLE +03 < od a°"+..;� + e<. .,' ,. 00 0.0 +oo� 0.e5 _O.o ^-00 00 `00 o.o +o.o 'oo + 00^ 00 .1 - - 40,��+00 `ao , Z 6 WPA SINGLE 22000 10599 0.750 W TL250P1! " FWT 291 N.A. APARTMENTS Luminaire Schedule Project: CHANHASSEN RETAIL MARKET Symbol Qty Label Arrangement Total Lamp Lumens Lum. Lumens LLF Description Lum. Watts BUG Rating -� 5 P4 SINGLE 40000 20607 0.750 PAEM-FH- ( ")PSNH 452 B2 -UO -G3 11.6 8 WPI SINGLE 12500 6897 0.750 101 -WT -15' QMH 185 B2 -U0 -G1 -� 2 WP2 SINGLE 6500 2604 0.750 LIGMANN � AA -32112-2-2-W40 111 B1 -U3 -G1 Z 6 WPA SINGLE 22000 10599 0.750 W TL250P1! " FWT 291 N.A. 7 P4-2 BACK -BACK 40000 20607 0.750 PAEM-2-17I `; - OOPSMH 452 B2 -UO -G3 ALL MOUNTING HEIGHTS ARE SHOWN ADJACENT TO FIXTURE LOCATIONS ON PLAN Calculation Summary Project: CHANHASSEN RETAIL MARKET Label CalcType Units Avg Max Min Avg/Min Ma ;; i' Ain FC Beyond Prop Line at Grade Illuminance Fc 0.14 2.4 0.0 N.A. N../ Paved Area FC at Grade Illuminance Fc 3.25 11.6 0.7 4.64 16. ALL VALUES SHOWN ARE HORIZONTAL MAINTAINED FOOTCANDLES AT GRADE FIXTURE DISTRIBUTION TEMPLATES ARE SHOWN AT 0.50MFC FOR REFERENCE USE ONLY VALUES DO NOT INCLUDE CONTRIBUTION FROM ADJACENT STREET OR PROPERTY LIGHTING G1512015 8:43:24 AM T U S H I E MONTGOMERY ARCHITECTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423-4064 G12.8G1 .9630 FAX: G12.8G1.9G32 WWW . TMIARCHITECT5 . COM PREPARED FOR: UC I.ENTURE, PASS �rARTNERS' ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: Gary Tu5h1e 51GNATURE: DATE: 0005015 LICENSE #: 1514G Drawn By: KK Checked By: GT Revisions R Addendum5 OG/05/15 City 5ubmlttal "PREL MF R N O O RUG1\O G 215027A LIGHTING PLAN L4.0 O 2014 T.h,e Montgo * 0. utcz. Inc. J Q U Cz W V! Q G Z W W � r U) rr /�./Cz / a// `��..j� v _ U Z Z U PREPARED FOR: UC I.ENTURE, PASS �rARTNERS' ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: Gary Tu5h1e 51GNATURE: DATE: 0005015 LICENSE #: 1514G Drawn By: KK Checked By: GT Revisions R Addendum5 OG/05/15 City 5ubmlttal "PREL MF R N O O RUG1\O G 215027A LIGHTING PLAN L4.0 O 2014 T.h,e Montgo * 0. utcz. Inc. �o3 0 u FIRST FLOOR 3/3211 = 11-011 Q5/2015 8:36:03 PM l-,L 11V11V✓I VI\MLI\ (BY ELECTRICAL) 2 AI.0 <D I Ist01, II 000' 1- 0" CEDAR TRELLIS METAL POST METAL CAP FLASHING 4 CCENT BLOCK #3 AI.0 JS ?O�.:KFACE BLOCK # I 991-q. 201-011 22'-0" TRASh ENCLOSURE - SOUTH ELEVATION SCALL 1/4" = 1'-0" IAP TRELLIS -AL POST -AL CAP FLASHING :ENT BLOCK #3 ;KFACE BLOCK # I TRASH ENCLOSURE - WEST ELEVATION IRM93mm f ._RASH ENCLOSURE - EAST ELEVATION /GALE 1/4" = I' -U" 0 CEDAR TRELLIS METAL POST METAL CAP FLASHING SINGLE SCORE SMOOTH FACE PIGMENTED CMU (SEALED BOTH SIDES) ROCK FACE PIGMENTED CMU (SEALED BOTH SIDES) COURSING TO ALIGN WITH BUILDING STEEL REINFORCEMENT (SEE STRUCTURAL) CONCRETE FOOTING (SEE STRUCTURAL) TRELLIS POST CAP FLASHING OSITE SLATS 'AINTED STEEL SUPPORT Secation @Trash SCALE 114" = 1'-0" T U S H I E MONTGOMERY ARCHITECTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423-4084 G12.8G1.9G3G FAX: G12.8G1.9G32 WWW . TMIARCHITECTS . COM U zfr PREPARED FOR: A%ENTU RE PASS PARTNIRS aywmary. a a r v a M F, n 4a I n t 'I O n A w V.. W AZ.I LLLliil\I � DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF s RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- Z SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: Andrew Krenik SIGNATURE: DATE: OG/04/2015 LICENSE #: xxxxx VJ Checked By: AK Q � = RY' PRE��MF R N G 0 o Rio-��o 215027A U z Al .0 T� A U ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: Andrew Krenik SIGNATURE: DATE: OG/04/2015 LICENSE #: xxxxx Drawn By: SS Checked By: AK Revisions 6 Addendums OG/05/ 15 City Submittal RY' PRE��MF R N G 0 o Rio-��o 215027A FLOOR PLAN Al .0 O 2014 Tmn1c Mmtganay 4 Al ato, Inc. z'. 3 A B C D E FABRIC AWNING Roof Plan SCALE 3/32" = I I -0'I <D I Scghtline Diagram SCALE I/ I G" = I-0" ADHESIVE SEALANT —� DRAIN PIPE - INSULATE AT HORIZONTAL RUNS Roof Drain Detail SCALE 1 112" = 1'-0' ROOF DRAIN STAINER GRAVEL STOP CLIP RING ADHERED EPDM ROOF MEMBRAINE ROOF INSULATION METAL DECK RoofEquipment Su 5CALE I I/2'I= I I—on ATED ROOF HATCH ;ZED EPDM MEMBRANE ROOF _OCKING AS REQUIRED ME�SUPPORT ANGLE BY MECHANICAL PREFINI5HED METAL CAP FLASHING TRIPLE IAYERTREATED 2X WOOD BLOCKING - VERIFY HT.OF CURB W/TRADER JOE'S ELASTOMERIC MEMBRANE FLASHING: EXTEND OVER TOP OF CURB AS SHOWN E.P:D.M. MEMBRANE TREATED 2X WOOD BLOCKING AS SHOWN SECURE TO DECK POOP INSULATION ROOF DECK rt Curb Detail II IL-LANGLES Oa PERIMETER (BY STRUCTURAL) Roof Hatch Detail I/2" = I'-0" Roof Vent Detail SCALL 1 112" = 1 '-0" VENT STACK ELA5TOMERIC SEALANT STAINLESS STEEL CLAMPING RING PREFORMED PIPE PLASHING BOOT SPLICE ADHESIVE 4 SEALANT L11I' MEMBRANE RIGID INSULATION T U S H I E MONTGOMERY ARCHITECTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423-4084 G 1 2. 8G I. 9G3G FAX: G 1 2. 8G 1. 9632 WWW . TMIARCHITECTS . COM iCz 4-0 WLLI (DCz PREPARED FOR: I ENTU EnPASS�PARTNERE ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: Andrew Krenik SIGNATURE: DATE: 06/04/2015 LICENSE #: :000a Drawn By: 55 Checked By: AK Remsions 4 Addendums DG/05/15 City Submittal MFR` oR N 0GV_N�o G�`� I 215027A ROOF PLAN Al I 615/2015 8:36:04 AAA I ushie Mwtgomery socotn, Inc. — Q G Z � 1 U) v! = U z Q U ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: Andrew Krenik SIGNATURE: DATE: 06/04/2015 LICENSE #: :000a Drawn By: 55 Checked By: AK Remsions 4 Addendums DG/05/15 City Submittal MFR` oR N 0GV_N�o G�`� I 215027A ROOF PLAN Al I 615/2015 8:36:04 AAA I ushie Mwtgomery socotn, Inc. I EXTERIOR FINISH SCHEDULE ROCK FACE BLOCK: # I P FLASHING MANUFACTURER: AMCON FINISH: ARCHITECTURAL ROCK FACE (SEALED) COLOR: #349 ESPRESSO MORTAR: PRISM 4740 MUSHROOM ROCK FACE BLOCK: #2 U MANUFACTURER: AMCON FINISH: ARCHITECTURAL ROCK FACE (SEALED) COLOR: #31 1 GOLD LEAF MORTAR: PRISM 3420 BEACH SAND ACCENT BLOCK: #3 Q MANUFACTURER: AMCON FINISH: SINGLE SCORE BURNISHED (SEALED) COLOR: 504 CINNAMON MORTAR: PP15M 3420 BEACH SAND ACCENT BLOCK: #4 (WINDOW SILL) MANUFACTURER: AMCON FINISH: SINGLE SCORE BURNISHED (SEALED) COLOR: #349 ESPRESSO MORTAR: PRISM 4740 MUSHROOM ACCENT BLOCK: #5 (WINDOW SILL) MANUFACTURER: AMCON FINISH: SINGLE SCORE BURNISHED (SEALED) COLOR: #31 1 GOLD LEAF MORTAR: PRISM 3420 BEACH SAND CONCRETE UTILITY BRICK: #I MANUFACTURER: AMCON SPEK-BRIK SIZE: UTILITY COLOR: #939 PANAMA CITY BLEND MORTAR: PRISM 4740 MUSHROOM CONCRETE UTILITY BRICK: #2 MANUFACTURER: AMCON SPEK-BRIK SIZE: UTILITY COLOR: #921 FIREBRICK RED MORTAR: PRISM 3420 BEACH SAND EXTERIOR INSULATION FINISH SYSTEM EIFS: MANUFACTURER: DRYVIT FINISH: SANDBLAST COLOR: 1 13 AMARILLO WHITE PPREFIN15HED ALUMINUM CAP FLASHING: MANUFACTURER: UNA-CLAD FINISH: .032 ALUMINUM COLOR: CHAMPAGNE PREFINI5HED STANDING SEAM METAL ROOF: MANUFACTURER: UNA-CLAD TYPE: .032 ALUMINUM COLOR: CHAMPAGNE ALUMINUM STOREFRONT WINDOWS AND DOORS: MANUFACTURER: STANLEY STYLE: DURA GLIDE 3000 SERIES FINISH: ANODIZED ALUMINUM PAINTED METAL: MANUFACTURER: SHERWIN WILLIAMS TYPE: SEMIGLOSS HM DOOR * FRAME: SW G 109 HOPSACK TRASHGATE5 : SW 6109 HOPSACK BOLIARDS: SW G 109 HOPSACK TRASH AREA POSTS: 5W G 109 HOPSACK INSULATED COILING ROLL DOWN DOOR: MANUFACTURER: DYNAMIC DOCK 4� DOOR FINISH: MFG PREFINISH FABRIC AWNING: MANUFACTURER: SUNBRELIA COLOR: #5032 BLACK GREEN WALL: MANUFACTURER: MCNICHOLS ECO -MESH FINISH: JET BLACK POWDER COAT TRELLIS: TYPE: TREATED CEDAR WOOD FINISH: CLEAR WOOD SEALER SEE LIGHTING PLAN FOR FIXTURE TYPES W512015 9:3G:33 AM I NDING SEAM METAL ROOFING I CORNICE M CAP FIA9HING J SILL BLOCK #5 ITY BRICK # 1 PIERS 13C 127 J015 12-4 J015 qU 121 I st �J IOC I - - - _ - IJLLVVV IVILI ML VUU� \ G SA I ICE FLASHING ICK RELL15 .ND RECYCLING STANDING SEAM _ METAL ROOFING EIFS CORNICE —� EIFS � v 130'-0" n T.O.W. 127 Joist Ecariml A 1221-811 Joist Bearing E 121'-4" Level 12 IZ-8" CMU SILL ACCENT BLOCK #5 ACCENT BLOCK #3 SINGLE SCORE CMU BLOCK TYP. UTILITY BRICK # I ---� 15t Floor 100' - 0" I r�,.n✓ v - IVIU JILL ULUI1\ XV SCALE 1/8" = 1' -OI" 4 West SCALE BENCH ALUM CAP FLASHING EIFS CORNICE EIFS --- SIGN 'D' TENANT 51GNAGE 42" LETTERS ALUM CAP FLASHING rTOTAL WALL AREA: 4,158 SFT3 ALLOWABLE SIGNAGE: 208 SF (5%) STANDING SEAM (32'-O" x G' -G" SHOWN DASHED) METAL ROOFING -- 32' Oil EIFS ------ _ 77 �— WALL PAC LIGHT_ SCONCE ALUMINUM STOREFRONT UTILITY BRICK #2 m CMU SILL ACCENT BLOCK #4 --_— ROCKFACEBLOCK#I 5 ROCKFACE BLOCK #2 ACCENT BLOCK #3 SINGLE SCORE CMU BLOCK — Ty". — — ALUMINUM STOREFRONT SYSTEM ALUMINUM WINDOW ALUM CAP FLASHING EIFS CORNICE T U S H I E MONTGOMERY ARCHITECTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423-4064 G 12 . 8G I . 9G3G FAX: G 1 2 . 8G 1 . 9G32 WWW . TMIARCHITECTS .COM IG SEAM PREPARED FOR: COPING NICE .VMV t it W��ENTURE PASS fAIRTN[RS 61h Y0.t Sl Fgal Nl R. C}. Fn.HptA T' ALL ARCHITECTURAL AND ENGINEERING P FLASHING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE RICK WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW y RIGHTS OF COPYRIGHT AND OTHERWISE, U ARE HEREBY SPECIFICALLY RESERVED. -z W CORE SPECIFICATION, OR REPORT WAS PRE - C/ ♦ PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY Q G Z �W � W SIGNATURE: C� DATE: OG10412015 LICENSE #: xxxxx � Cz U)) Cz C) Z T� i U IG SEAM PREPARED FOR: COPING NICE .VMV t it W��ENTURE PASS fAIRTN[RS 61h Y0.t Sl Fgal Nl R. C}. Fn.HptA T' Drawn By: SS Checked By: AK RvAvons 4 Addendums. OG/05/ 15 City 5ubmlttal M1In: LIE 1 11,E'IIl�1° d1 CANVAS AWNING � • gi. 09 f I : C1 . • COILING POLL DOWN DOOR I I'CEDAR 215027A EXTERIOR ELEVATIONS (WITHOUT LAND5CAPING) A2.0 O 2014 Tushm Montgm < Asso *.. Inc. ALL ARCHITECTURAL AND ENGINEERING P FLASHING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE RICK WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW y RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 3LOCK#3 I HEREBY CERTIFY THAT THIS PLAN, CORE SPECIFICATION, OR REPORT WAS PRE - CK PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY :E BLOCK #2 LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. T BLOCK # I PRINT NAME: Andrew Krenik SIGNATURE: DATE: OG10412015 LICENSE #: xxxxx Drawn By: SS Checked By: AK RvAvons 4 Addendums. OG/05/ 15 City 5ubmlttal M1In: LIE 1 11,E'IIl�1° d1 CANVAS AWNING � • gi. 09 f I : C1 . • COILING POLL DOWN DOOR I I'CEDAR 215027A EXTERIOR ELEVATIONS (WITHOUT LAND5CAPING) A2.0 O 2014 Tushm Montgm < Asso *.. 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IPHtuue^: r ,,, pY s��,t4 it. !r><!>--'" v„�aP. rk+ # ; x [a'� ;=� f s -a + y p " •ie:. +. , a• *r - `'. �.: iF f�it"vdVal oeauvoaASoolow. t /fit t .., arm„ IP { s:' .r' ., , t^,'tutzm�tssnx.i:�e _C13�s '•.i:. I�iRl1. ,eoaeee nor nrc^.-,.�s�„- :.,- -,=-, ati, _v_ x:ra;;a:u _.,.: . -�.y X61• jig,; Ic y+ Lc&7:a : ,•,;,� ';;!uaiun"ane�m d 1. or"r s.. 71 t,� r 2 DRAFT VILLAGES ON THE PONDS 11TH ADDITION KNOW ALL MEN BY THESE PRESENTS: That Pond Promenade Ventures, LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlet B, VILLAGES ON THE PONDS 4TH ADDITION, according to the recorded plat thereof, Carver County, Minnesota. Has caused the same to be surveyed and platted as VILLAGES ON THE PONDS 11TH ADDITION, and does hereby dedicate to the public for public use the drainage and utility easements as created herewith. In witness whereof said Pond Promenade Ventures, LLC, a Minnesota limited liability company, Inc. a Minnesota corporation, has caused these presents to be signed by its proper officer this day of 20 Signed: as STATE OF MINNESOTA COUNTY OF \/ I I I /\% I11 1 F - The foregoing instrument was acknowledged before me this day of 20 by�- \J as of Pond Promenade Ventures, LLC, a Minnesota limited liability comlpany, on behalf of the company. Notary Public, My Commission Expires County, Minnesota I Rick M. Blom do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Rick M. Blom, Licensed Land Surveyor, Minnesota License No. 21729 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 20 , by Rick M. Blom, a Licensed Land Surveyor. Notary Public, My Commission Expires County, Minnesota CITY COUNCIL, CHANHASSEN, MINNESOTA hereby certify that on the day of By: Mayor By: COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA 20 the City Council of the City of Chanhassen, Minnesota, approved this plat. Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this John E. Freemyer, County Surveyor COUNTY AUDITOR/TREASURER, CARVER COUNTY, MINNESOTA I hereby certify that taxes payable in 20 Laurie Davies, County Auditor/Treasurer Clerk day of and prior years have been paid for land described on this plat. Dated this day of By: COUNTY RECORDER, CARVER COUNTY, MINNESOTA 1 hereby certify that this plat of VILLAGES ON THE PONDS 11TH ADDITION was filed this day of 20—,at o'clock .M. as Document No. John E. Freemyer, County Recorder r\ IN L \I I I` \J I Y L/ / I \ I I I I A r\ r— /. IN E I —r I I r— r\ IN L n r\ r` / _1_ I / \I I I` NORTH � A r♦ r— /\I�f— Y I L_ L_ I \ �/ L_ 11 PLAT FILE NO. C.R. DOC. NO. S89045'07"W 148.33 rN IN I rN r` I ♦/ I Y L/ \/ '/ I L_ L_ I , ,/ L_ ,J ,/ I \ I I I L_ 1 ., I \ L, ., 19.64 °_ r� —-------------- 1 \ 1 I , r\ r\ A r\ r♦ 1 —1— 1 r. L I / \ 101 -- < I- / I I / \ I I I I I I I I I I \ I / W ♦ o ' ` DRAINAGE & URLITY EASEMENT- - ' - \ 'I , L/ I—, L/ LI I I 1%/1 \'.,830O0'00"\. 71.44--. w 1 1 10 , >35.22 _ 49.76 o J ''°w,10�1� - FDLS15612 0—_ 6 \3 r=---- ------------ �- -00d - - - - - — — — — S89 41'J6"W 196.65 I ` i \ f S NP1V ITY EASEMENT - - -o - - - - - - o Ld .20.00 -_- MPG q! UTIL -�� I r- , 1° ' 3 FD DRAINAGE ��rr------- ---- S6 4136W18956 ------ --- 12 ---- 9 EAST 320.00 �'2 4 ----- — - j 1 ,>19.92 18.21 L=121.70 R= , ! \1 I FD MAG NAIL .4, 2'32 W 224.38Z6 1 O� r �' EAST 196.20 Ctv10.930 AC Zy l0 I r - 40,516 SF \Q0. -1.� I O 66"h� 1 CD CD I C.=g4.19 p=17°4028 00i 111 L=94.57 R=306.57 52�%6 1 _ 11 �• 00 I `t n I 1 I O -%p O 11 ar- LOT 1 o I Z 1 Z . ; " L _ 1.783 AC < O I 1 \+i IU\NPtm, 0 77,657 SF 1 o j tD. z N W o f � a li BLOCK 1 �w Ln 1 \ I J_ N z z< I N 1� 10 \ 10\ <� / POND -r / L. 08/19/2014: 940.3 WATER LEVEL ON / 10 % / ------------------------- �1 oN<�Lo; �a \\ \ ' / DRAINAGE UTIUN _ _ _ _ _ 0 0 0 1\ �E61 4"43 30n ' FD Ls 47481 ° \ ■ EA ir166 �4 �.2 \ - N89 45 07 E 118.62 Qs 00 x.30°1110 c p0 �� 6'. i i' 8,385' 20 TO \ I 1 I I A IN r— r` r\ L 1 —r 1 1 r— r\ IN L I r♦ /` I IF- I --\ \ \ /�. Y 1 L_ L_ I—\ ./ L_ .J ./ I `1 I 1 I L_ 1 .J I V L/ .. BENCHMARK TNH:949.94 � Y \ / R-306.57 \ / L=94.57 A-17°40'28" N.T.S. C-Brg.=N80009'15"E \ C.=94.19 - -'.41� / 0 Zr "% I --1�blb \Z�w16 N 9a 566 / \ DETAIL A NOT TO SCALD ipo LQ / Q / / O DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO. 21729. / NORTH 0 DENOTES 1/2 INCH IRON MONUMENT FOUND. 0 30 60 THE EAST LINE OF OUTUOT B, VILLAGES BY THE PONDS / 4TH ADDITION, IS ASSUMED TO HAVE A BEARING OF / SCALE IN FEET NORTH 00 DEGREES 14 MINUTES 53 SECONDS WEST. BENCHMARK: TOP NUT OF HYDRANT SOUTHERLY OF SOUTHEAST PROPERTY CORNER. ELEVATION=949.94 m I 1 I L1J -T- _1_ 1 r=: \_J I „ 1 1 1 L1J r r. \_J - 60 1 I L1J —T— / _1_ I / —T— \_J I r . J I r-- r-, - `-- L_.I - r\ Ll_ 1 I L1J —T— _1_ I —T— \_J I r SAMBATEK, INC. ENGINEERING, PLANNING AND LAND SURVEYING