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Civil Plan Set Sep 05, 2014 - 10:29am - User:576 L:\PROJECTS\VEN20145\dwg\Civil\Preliminary & Final Plans\20145-C1-TITLE.dwg C1.01 COVER SHEET Project Location Certification Sheet Title Summary Revision History Sheet No.Revision Project No. Date Submittal / RevisionNo.By Designed:Drawn: Approved:Book / Page: Phase:Initial Issued: Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 CHANHASSEN SPECIALTY GROCERY CHANHASSEN, MN MCB RCB MCB PRELIMINARY 09/05/2014 VEN20145 Registration No. 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Date:42661 MIKE C. BRANDT 09/05/2014 PREL I M I N A R Y NOT F O R CON S T R U C T I O N GEOTECHNICAL BRAUN INTERTEC 1826 BUERKLE ROAD SAINT PAUL, MN 55110 TEL 651-487-7011 FAX 651-487-1812 CONTACT: STEVE MARTIN DEVELOPER/OWNER VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 TEL 612-801-4313 CONTACT: RANDY RAVWERDINK ARCHITECT TUSHIE MONTGOMERY ARCHITECTS 7645 LYNDALE AVENUE SOUTH, SUITE 100 MINNEAPOLIS, MN 55423 TEL 612-861-9636 CONTACT: ANDY KRENIK CIVIL ENGINEER SAMBATEK INC. 12800 WHITEWATER DRIVE, SUITE 300 MINNETOKNA, MN 55343 TEL 763-476-6010 FAX 763-476-8532 CONTACT: MIKE BRANDT SURVEYOR SAMBATEK INC. 12800 WHITEWATER DRIVE, SUITE 300 MINNETOKNA, MN 55343 TEL 763-476-6010 FAX 763-476-8532 CONTACT: MARCUS HAMPTON SHEET INDEX SHEET DESCRIPTION C1.01 COVER 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 for Site Development Plans Chanhassen Specialty Grocery Venture Pass Partners, LLC Chanhassen, Minnesota Presented by: NO SCALE VICINITY MAP CONSULTANT CONTACT LIST: SITE LANDSCAPING TUSHIE MONTGOMERY ARCHITECTS 7645 LYNDALE AVENUE SOUTH, SUITE 100 MINNEAPOLIS, MN 55423 TEL 612-861-9636 CONTACT: ANDY KRENIK O U T L O T B LAKE DRIVE MA I N S T R E E T POND PROMENADE OUTLOT A OU T L O T A 6 LFWRCRAB"APP 5 FLWRCRAB"APP 6"BASS 7"BASS 7"BASS 7"BASS 7"BASS 7"BASS 7"BASS 7"BASS 6"BASS 6"BASS 8"ASH 6"MAP 6"MAP 8"MAP 5"S.BRY Registration No.Date: I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LAND SURVEYOR under the laws of the State of Minnesota. This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek's, Minnetonka, MN office. 09/05/201447481 Marcus F. Hampton Sep 05, 2014 - 10:30am - User:576 L:\PROJECTS\VEN20145\dwg\Civil\Preliminary & Final Plans\20145-C2-EXCND&DEMO.dwg C2.01 EXISTING CONDITIONS 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. Outlot B, VILLAGES ON THE POND 4TH ADDITION, Carver County, Minnesota. 1.THE BEARING SYSTEM IS BASED ON THE PLAT OF VILLAGES ON THE PONDS. 2.FIELD WORK WAS COMPLETED ON 08/19/2014. FOUND MONUMENT SET MONUMENT ELECTRIC METER LIGHT SANITARY SEWER STORM SEWER WATERMAIN FLARED END SECTION ELECTRIC TRANSFORMERAIR CONDITIONER GUY ANCHOR HANDICAP STALL UTILITY POLE GUARD POST BOLLARD SIGN TELEPHONE PEDESTAL UE UT UG GAS METER OVERHEAD WIREOW EASEMENT LINE SETBACK LINE RIGHT OF ACCESS BUILDING LINE BUILDING CANOPY CONCRETE CURB BITUMINOUS SURFACE CONCRETE SURFACE CONCRETE PAVER SURFACEDECIDUOUS TREE CONIFEROUS TREE 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 Dr and Main St., as shown. ELEV.=949.94 LEGEND DESCRIPTION PROPERTY SUMMARY BENCHMARKS Project Location Certification Sheet Title Summary Revision History Sheet No.Revision Project No. Date Submittal / RevisionNo.By Designed:Drawn: Approved:Book / Page: Phase:Initial Issued: Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 CHANHASSEN SPECIALTY GROCERY CHANHASSEN, MN MCB RCB MCB PRELIMINARY 09/05/2014 VEN20145 PREL I M I N A R Y NOT F O R CON S T R U C T I O N SURVEY NOTES GRAVEL SURFACE 0 SCALE IN FEET 30 60 LAKE DRIVE MA I N S T R E E T POND PROMENADE Sep 05, 2014 - 10:30am - User:576 L:\PROJECTS\VEN20145\dwg\Civil\Preliminary & Final Plans\20145-C2-EXCND&DEMO.dwg C2.02 DEMOLITION PLAN Project Location Certification Sheet Title Summary Revision History Sheet No.Revision Project No. Date Submittal / RevisionNo.By Designed:Drawn: Approved:Book / Page: Phase:Initial Issued: Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 CHANHASSEN SPECIALTY GROCERY CHANHASSEN, MN MCB RCB MCB PRELIMINARY 09/05/2014 VEN20145 PREL I M I N A R Y NOT F O R CON S T R U C T I O N LEGEND FOUND MONUMENT SET MONUMENT ELECTRIC METER LIGHT SANITARY SEWER STORM SEWER WATERMAIN FLARED END SECTION ELECTRIC TRANSFORMERAIR CONDITIONER GUY ANCHOR HANDICAP STALL UTILITY POLE GUARD POST BOLLARD SIGN TELEPHONE PEDESTAL UE UT UG GAS METER OVERHEAD WIREOW EASEMENT LINE SETBACK LINE RIGHT OF ACCESS BUILDING LINE BUILDING CANOPY CONCRETE CURB BITUMINOUS SURFACE CONCRETE SURFACE DECIDUOUS TREE CONIFEROUS TREE GRAVEL SURFACE 1.DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL EXISTING ON-SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. 2.THE DESIGN SHOWN IS BASED ON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON ALTA AND TOPOGRAPHIC PREPARED BY XXXX DATED XX-XX-XXXX. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES AND IN ACCORDANCE WITH APPLICABLE CODES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE 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 PER THE SPECIFICATIONS. 4.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 5.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 6.THE CONTRACTOR IS RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO THE EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS. 7.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION FOR ON-SITE LOCATIONS OF EXISTING UTILITIES. 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. 8.ALL EXISTING SEWERS, PIPING, AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED SHALL BE REMOVED IF UNDER THE BUILDING INCLUDING 10' BEYOND FOUNDATIONS. 9.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. 10.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., TO THE BEST PRACTICES. 11.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 12.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 13.CONTRACTOR SHALL LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 14.CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 15.EXISTING ON-SITE UTILITIES (INCLUDING MANHOLES) THAT ARE NOT TO REMAIN IN SERVICE SHALL BE REMOVED. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD LIMITS WITH AN EXCESS OF 3' COVER MAY BE DECOMMISSIONED AND ABANDONED IN PLACE, PROVIDED THAT THESE ABANDONED UTILITIES ARE GROUTED AND CAPPED. ALL EXISTING WATER SERVICES ARE TO BE ABANDONED AT THE GATE VALVE. SANITARY SERVICE SHALL BE ABANDONED AT THE LOT LINE. ALL STREET RESTORATION SHALL BE COMPLETED IN COMPLIANCE WITH LOCAL STANDARDS. REMOVE EXISTING UTILITY REMOVE EXISTING REMOVE EXISTING BUILDING REMOVE EXISTING CONCRETE PAVEMENT REMOVE EXISTING BITUMINOUS PAVEMENT SAW CUT EXISTING BITUMINOUS PAVEMENT REMOVE EXISTING CONCRETE CURB REMOVE EXISTING UTILITY LINE 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. HAZARDOUS BUILDING MATERIAL NOTES REMOVE EXISTING GRAVEL DRIVE REMOVE EXISTING LANDSCAPING DEMOLITION NOTES 0 SCALE IN FEET 30 60 DEMOLITION LEGEND I \ \ iii.i i iii - \ —� 258680040 / ADDRESS NOT ASSIGNED VILLAGES ON THE PONDS ASSN INC zsafizoDlo NORTH < / / i♦ i L_ L_ i •. �.: �_ .. �.: i`i i �� i_ i' �.: i`i ii a 530 POND PROMENADE FD 1$118]5 a LSL48)5 WHEATSTONE RESTAURANT GROUP 19.64 „ - •0TW FY - - $` ♦ -0 .:t:L.0 $110 L. J1 ON 11: °'fOa 03•Eo col -- -- aeAavae[�- urgrrvcesevnvr - --' I �>M22 � oN Or --- _, "' PROMENADE ✓ ' III r4i � >s o � 70 !-- I s�Ca 05 r w OF DUi�J /— — PR----- - - - - -- I ^ - c( % says/:s'w )vxcs —� to oKeBSa.ss \ D4 N4 p4B a • ob ° 2,eK� TI — —= — TI IcevaD //� -J __\ ..._.. ..�. t I gilt _� W -p¢I `- °��rWO -Q, �� - - -- Sa901 J5'W 18A59 \ - -- — IR Em EAST � :YLL70 _��n TMH9sa.s6 \ — t I \" e 18.20' / w 4 © N89 °45'07 °E 187.54 / R K38 ^III • 1� °'fir / •1z'J2'" _ 107 RE ;e PE:95:� , —'S� PONS 69 °Ap11°, / Nor 092] AC 1 0, I 39°454 — 1\ / // 1(11 �/ _ - -�, lllllll lll� ♦n 1 ea9czs" \ v Nor — / IV / L=96.78 Ra274.67 Da20°t1 \ Q OT p��l-��W /LOT 1____— _���` -�-�;, 1 ll�l'�ll ✓� ••_ p 1 P p 1.236 AC �\ 1 1 I 1 p a'wd Z I 1,e .� 10% - -� - - -/ -- 53.8515E ' 1 I 1 1 II ^ Y II ap Ira It - \I z °e ;a L1� \ • \ \'� \,��- -- \ ^` \\ \ 1 / \ \ ._ 589 °45'07 °W 78.92 \°L 'gZ�— /— .(,L,.�LrL— Z ' L:: F- r,i. \\ I / I GJ / / �\ ♦r; __• R4A1 x � b / \ � NE aaaaaa��dll /=— �045p7Y OUTLDrP p • <y^ 4` o Q \ \ \1LI \ \\ ". / /j -- i �s\` CL550 SF`v / � 4 /�f i((`I '/ N �`rc:s.aw - `�', c S$$ {� J \ 4 �// 1.910.3 \ i// / / \\ n • =1 44 <;1�`P t \.� ,EB \ \ ` � LEsA DH 08/391 T,WAL�k//IM/iylca.�rvr< \I J \ \Y ( i- wA / L RE .5. \, \\ / \ _ —i —� • [ :151] :_/ ' -`'S- \ \� \/ • / D 1RE, 946)]°4 49� -44 ]a -WP qa 44 D U4 tq 44 44T NUUM es \ e IN, / s �4 a� a 4� a 4 a a °'Ba'$ 4 a s 4 4 \ �� �© \ \� ° zx —\ 4 Na LAKE DRIVE OUTLOTA a _ ° "B°'° IE:BD.81 � ^E� /SO \F' /- °/ I- :..,�r.. BM I�I ON t.s •'4y2 J a' \��� \YA D ° 'sz i {i_i•. w'On_.i '`— '` - -H —i_ L� =i`i Li NO 1NH:949.94 nit zk / / ° /'I\/ 258380010` . 11) I / — _ 501 LAKE DR l �• 1. c• wa c a PHM /CHANHASSEN INC �� / I I � I I eD I DESCRIPTION Outlot B, Villages on the Ponds 4th Addition, Carver County, Minnesota. Abstract Property PROPERTY SUMMARY Lot 1: 53,851 S.F. Outlet A: 40,373 S.F. Outlet e: 23,949 S.F. Total Area 118,173 S.F. CONTACT INFORMATION Owner: Northcutt 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. VICINITY MAP t 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 Project CHANHASSEN RETAIL Location CHANHASSEN, MN Certification I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LAND SURVEYOR under the laws of the State of Minnesota. Marcus F. Hampton Registration No.47481 Date: 09 /04/2014 If applicable, contact us for a we signed copy of this survey which is available upon request at Sambatecs, Minnetonka, MN once. Summary Designed: Drawn: DL Approved: Mfg Book /Page: 1012/21 Phase: Initial Issued: G9/oa/2o14 Revision History NO. Date By Submittal /Revision A 30/0812014 DL UPDATE LOT LINES ADD EASEMENR Sheet Title PRELIMINARY PLAT - VILLAGES ON THE PONDS 11TH ADDITION Sheet No. Revision C2e03 A Project No. VEN20145 LAKE DRIVE MA I N S T R E E T POND PROMENADE WB-67 AASHT O 2 0 1 1 ( U S ) WB-67 AASHTO 2011 (US) WB-67 AASHTO 2011 (US) PROPOSED BUILDING 14,000 SF FFE=951.50 SAND FILTER BASIN HWL=947.00 BOTTOM=941.50 R3.0 R5.0 R 2 . 1 R3. 0 R3. 0 R3.0 R3.0 R3 . 0 R5.0 R3 . 0 R3 . 0 R3. 0 R1 3 . 0R7 . 0 R3.0 R3 . 0 R3. 0 R 1 5 . 0 R3.0 R3.0 R3. 0 R 3 . 0 R3.0 R3 . 0 R3.0 9.0 (TYP.) 2 6 . 0 8. 0 8. 0 8. 0 16 . 0 8. 0 8. 0 8. 0 33.2 17 . 3 2 8 . 3 2 6 . 0 24 . 9 26.0 26 . 0 9.0 (TYP.) 9.0 (TYP.) 18 . 0 5.0 18 . 0 7. 0 5. 0 12.418.026.0 1 8 . 0 1 1 . 7 1 8 . 0 2 9 . 0 1 8 . 0 1 8 . 0 18.0 (TYP . ) 9.0 (TYP.) 1 8 . 0 2 3 . 0 6 . 0 18.0 6.7 9 . 0 ( T Y P . ) 9 . 0 ( T Y P . ) 18.0 (TYP . ) 6R3.0 AB B B B B B C C C C C G G E H F F F F D R 3 . 0 R2 5 . 0 R3. 0 R40 . 0 R3.0 R20. 0 R 3 . 0 CONNECT TRAIL TO EXISTING 10.3 10.3 Sep 05, 2014 - 10:30am - User:576 L:\PROJECTS\VEN20145\dwg\Civil\Preliminary & Final Plans\20145-C3-SITE.dwg C3.01 CIVIL SITE PLAN Project Location Certification Sheet Title Summary Revision History Sheet No.Revision Project No. Date Submittal / RevisionNo.By Designed:Drawn: Approved:Book / Page: Phase:Initial Issued: Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 CHANHASSEN SPECIALTY GROCERY CHANHASSEN, MN MCB RCB MCB PRELIMINARY 09/05/2014 VEN20145 Registration No. 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Date:42661 MIKE C. BRANDT 09/05/2014 PREL I M I N A R Y NOT F O R CON S T R U C T I O N 1.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 2.ALL DIMENSIONS SHOWN ARE TO THE GUTTER OF CURB TO GUTTER OF CURB UNLESS OTHERWISE NOTED. BACK OF CURB IS SHOWN GRAPHICALLY ONLY. 3.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. 5.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 6.SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS 7.SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE. 8.REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. 9.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. 10."NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. 11.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. LEGEND EASEMENT CURB & GUTTER BUILDING NUMBER OF PARKING STALLS PER ROW SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING HEAVY DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED KEY NOTE DEVELOPMENT NOTES KEY NOTES A.BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS) B.B-612 CONCRETE CURB AND GUTTER (SEE DETAIL SHEET C7.01) C.B-618 CONCRETE CURB AND GUTTER (SEE DETAIL SHEET C7.01) D.TRANSFORMER PAD E.FLAT CURB SECTION F.ACCESSIBLE RAMP (SEE DETAIL SHEET C7.02) G.BOLLARD W/ HANDICAP SIGN (SEE DETAIL SHEET C7.02) H.2' CURB CUT (SEE DETAIL SHEET C7.02) I.TRASH ENCLOSURE (SEE ARCHITECTURE PLANS) SCALE IN FEET 0 6030 LAKE DRIVE MA I N S T R E E T POND PROMENADE PROPOSED BUILDING 14,000 SF FFE=951.50 95 1 950 949 946 947 94 8 9 5 0 9 4 6 9 4 7 94 8 9 4 9 9 5 1 9 5 0 94 7 9 4 8 9 4 9 950.88 950.89 951.20 950.82 950.80 950.25 950.64 948.00 946.96 946.4 6 9 4 6 . 6 5 T C / G 9 4 6 . 5 3 9 5 0 . 2 6 950.45 950.55 950.44 949.72 949.80 950.11 949.96 950.09 949.80 947.56 947.88 947.66 946.99 947.40 947.30 947.54 948.09 9 4 5 . 8 3 9 4 4 . 8 5 9 4 5 . 6 6 9 4 4 . 6 4 9 4 8 . 7 9 9 4 8 . 2 3 948.78 948.84 948.53 950.52 949.80 951.15 952.00951.00 950.85 951.15 951.33 951.33 951.00 951.00 951.05 95 1 . 3 3 T C / G 950.83 951.14950.59 EX G 9 4 3 . 5 3 9 4 3 . 4 0 949.49 949.74 951.40 947.81 947.96 947.80 9 4 9 . 2 2 950.73 95 2 . 0 7 95 1 . 8 8 951.35 951.61 951.45951.19 951.50 951.50 949.71 949.55 949.14 950.26 949.84 - 1 . 6 % - 1 . 6 % -1.6% -1.8% -1.7% -1.9 % -1.3% -6.0% 949.25 -5.0 % 951.90 951.00 951.25 951.50 951.50 95 1 . 5 0 T C / G 9 4 7 . 0 5 948.25 948.17 - 2 . 0 % -1.8% -1. 6 % -2 . 7 % 949.34 949.34 - 1 . 8 % -2.5% -1.8% -2.0%-1. 1 % -2 . 3 % -2. 0 % -2.3 % 951.27 951.40 -1.7% -1.5% -1 . 9 % - 1 . 6 % 951.00 95 0 . 8 3 G 95 1 . 3 3 T C 9 4 6 . 7 7 T C / G 9 4 6 . 4 8 T C / G 9 4 6 . 5 8 T C / G 944 950.92 EX TC 950.40 EX TC 949.89 EX TC 949.36 EX TC 9 5 1 . 7 1 951.69 -2.1% 94 9 . 4 3 94 9 . 9 6 95 0 . 4 7 95 0 . 9 9 951.32 EX 9 4 3 . 3 8 E X G 94 8 . 7 2 94 8 . 9 8 94 8 . 5 8 E X 94 8 . 6 5 E X 948.93 EX TC 948.76 EX TC 951.27 EX 95 1 . 5 3 9 4 5 . 6 0 950 946 947 948 949 945 950 942943944 946947 948 949 951 951.66 951.80 95 1 . 2 5 T C 950.54 950.47 EX G 951.99 EX G 951.98 EX G 950.83 950.80 951.56 - 1 . 5 % SAND FILTER BASIN HWL=947.00 BOTTOM=941.50 951.50 951.20 951.50 95 0 . 7 5 G Sep 05, 2014 - 10:30am - User:576 L:\PROJECTS\VEN20145\dwg\Civil\Preliminary & Final Plans\20145-C4-GRDE.dwg C4.01 GRADING PLAN Project Location Certification Sheet Title Summary Revision History Sheet No.Revision Project No. Date Submittal / RevisionNo.By Designed:Drawn: Approved:Book / Page: Phase:Initial Issued: Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 CHANHASSEN SPECIALTY GROCERY CHANHASSEN, MN MCB RCB MCB PRELIMINARY 09/05/2014 VEN20145 Registration No. 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Date:42661 MIKE C. BRANDT 09/05/2014 PREL I M I N A R Y NOT F O R CON S T R U C T I O N SCALE IN FEET 0 6030 BUILDING PROPERTY LIMIT EXISTINGPROPOSED LEGEND STORM SEWER 902 SAWCUT EXISTING BITUMINOUS DRAINTILE D 962.5 EX X 962.5 X 902 SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. CURB & GUTTER A.PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. B.KEdZdKZ^,>>Zs/tWsDEd'Z/EdEKE^dZhd͞'hddZKhd͟t,ZtdZZ/E^tz&ZKDhZ͘>>Kd,ZZ^ ^,>>KE^dZhd^͞'hddZ/E͟hZ͘ 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.d,KEdZdKZ/^hd/KEd,d͞d,^h^hZ&hd/>/dz/E&KZDd/KE^,KtEKEd,^W>E^/^hd/>/dzYh>/dz>s> ͺͺͺͺͺͺͺͺͺͺͺͺ͘d,/^Yh>/dz>s>t^dZD/EKZ/E'dKd,'h/>/E^K&/ͬ^ϯϴͲϬϮd/d>͞^dEZ'h/>/E^&KZd, K>>d/KEEW/d/KEK&y/^d/E'^h^hZ&hd/>/dzd͘͟d,KEdZdKZEͬKZ^hKEdZdKZ^^,>>dZD/Ed,yd 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: ADDRESS: PHONE: DATED: 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, TO A DEPTH OF 4 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4 INCHES. O.dZE,KZZKtKE^dZhd/KE͗/&>>Ktzd,KtEZ͕d,KEdZdKZDzKDW>d͞dZE,KZZKt͟ysd/KE/EZ^ 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 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 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 IS 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 KE^dZhd/KEE^,>>/E/d,h>ZK^KEZK^/KEE^/DEdKEdZK>͞^/dDW͘͟d,KEdZdKZ^,>>KDW>zt/d,d, 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. GRADING NOTES LAKE DRIVE MA I N S T R E E T POND PROMENADE IP1 IP1 IP1 IP1 IP1 IP1 IP1 Sep 05, 2014 - 10:31am - User:576 L:\PROJECTS\VEN20145\dwg\Civil\Preliminary & Final Plans\20145-C5-EROS.dwg C5.01 EROSION CONTROL PLAN - PHASE I Project Location Certification Sheet Title Summary Revision History Sheet No.Revision Project No. Date Submittal / RevisionNo.By Designed:Drawn: Approved:Book / Page: Phase:Initial Issued: Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 CHANHASSEN SPECIALTY GROCERY CHANHASSEN, MN MCB RCB MCB PRELIMINARY 09/05/2014 VEN20145 Registration No. 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Date:42661 MIKE C. BRANDT 09/05/2014 PREL I M I N A R Y NOT F O R CON S T R U C T I O N SCALE IN FEET 0 6030 * REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPPP) TEMPORARY STORAGE AND PARKING AREA DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH LIMITS OF DRAINAGE SUB-BASIN INLET PROTECTION DEVICE 1 INLET PROTECTION DEVICE 2 TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN LIMITS OF DISTURBANCE OVERFLOW ELEV. 902902CONTOUR RIP RAP CHECK DAM PA-10 SILT FENCE SOIL BORINGS ST-9 EXISTINGPROPOSED STORM SEWER CURB & GUTTER DRAINTILE 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, 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 SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL ROUGH GRADE / SEDIMENT CONTROL TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING LANDSCAPING / SEED / FINAL STABILIZATION STORM FACILITIES NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE 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. TSM TS SB EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 340 CONSTRUCTION ENTRANCE UNIT 1 INLET PROTECTION DEVICE (IP-1)UNIT 6 SILT DIKE AREA SUMMARY IN ACRES PAVEMENT AREA ϭ͘ϱϰц BUILDING AREA Ϭ͘ϯϮц PRE - CONSTRUCTION IMPERVIOUS ϭ͘Ϯϳц POST - CONSTRUCTION IMPERVIOUS ϭ͘ϴϲц BIO-ROLL LEGEND SEQUENCE OF CONSTRUCTION NOTE TO CONTRACTOR D IP1 LAKE DRIVE MA I N S T R E E T POND PROMENADE PROPOSED BUILDING 14,000 SF FFE=951.50 95 1 950 949 946 947 94 8 9 5 0 9 4 6 9 4 7 94 8 9 4 9 9 5 1 9 5 0 94 7 9 4 8 9 4 9 944 950 946 947 948 949 945 950 942943944 946947 948 949 951 SAND FILTER BASIN HWL=947.00 BOTTOM=941.50 IP1 IP1 IP1 IP1 IP1 IP1 IP1 IP1 IP1 IP1 IP1 IP1 IP1 Sep 05, 2014 - 10:31am - User:576 L:\PROJECTS\VEN20145\dwg\Civil\Preliminary & Final Plans\20145-C5-EROS.dwg C5.02 EROSION CONTROL PLAN - PHASE II Project Location Certification Sheet Title Summary Revision History Sheet No.Revision Project No. Date Submittal / RevisionNo.By Designed:Drawn: Approved:Book / Page: Phase:Initial Issued: Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 CHANHASSEN SPECIALTY GROCERY CHANHASSEN, MN MCB RCB MCB PRELIMINARY 09/05/2014 VEN20145 Registration No. 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Date:42661 MIKE C. BRANDT 09/05/2014 PREL I M I N A R Y NOT F O R CON S T R U C T I O N SCALE IN FEET 0 6030 * REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL ROUGH GRADE / SEDIMENT CONTROL TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING LANDSCAPING / SEED / FINAL STABILIZATION STORM FACILITIES NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 580 CONSTRUCTION ENTRANCE UNIT 0 INLET PROTECTION DEVICE (IP-1)UNIT 13 AREA SUMMARY IN ACRES PAVEMENT AREA ϭ͘ϱϰц BUILDING AREA Ϭ͘ϯϮц PRE - CONSTRUCTION IMPERVIOUS ϭ͘Ϯϳц POST - CONSTRUCTION IMPERVIOUS ϭ͘ϴϲц TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPPP) TEMPORARY STORAGE AND PARKING AREA DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH LIMITS OF DRAINAGE SUB-BASIN INLET PROTECTION DEVICE 1 INLET PROTECTION DEVICE 2 TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN LIMITS OF DISTURBANCE OVERFLOW ELEV. 902902CONTOUR RIP RAP CHECK DAM PA-10 SILT FENCE SOIL BORINGS ST-9 EXISTINGPROPOSED STORM SEWER CURB & GUTTER DRAINTILE 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, 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 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. TSM TS SB SILT DIKE BIO-ROLL LEGEND SEQUENCE OF CONSTRUCTION NOTE TO CONTRACTOR D IP1 ECB Sep 05, 2014 - 10:31am - User:576 L:\PROJECTS\VEN20145\dwg\Civil\Preliminary & Final Plans\20145-C5-EROS.dwg C5.03 EROSION CONTROL DETAILS Project Location Certification Sheet Title Summary Revision History Sheet No.Revision Project No. Date Submittal / RevisionNo.By Designed:Drawn: Approved:Book / Page: Phase:Initial Issued: Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 CHANHASSEN SPECIALTY GROCERY CHANHASSEN, MN MCB RCB MCB PRELIMINARY 09/05/2014 VEN20145 Registration No. 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Date:42661 MIKE C. BRANDT 09/05/2014 PREL I M I N A R Y NOT F O R CON S T R U C T I O N ALL MEASURES STATED ON THIS EROSION 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, 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 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 MPCA. 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. 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 TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR 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, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO 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. (NOTE TO THE PREPARER: EDIT APPLICATION PROCESS PER PROJECT REQUIREMENTS) 7.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S 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. (NOTE TO THE PREPARER: REVISE INSPECTION RESPONSIBILITY PER OPTIONS IN SWPPP NARRATIVE (SECTION 02370)) 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 THE 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. (NOTE TO THE PREPARER: WHERE PERMANENT SEEDING IS NOT CALLED OUT IN THE GRADING AND/ OR LANDSCAPE PLAN, REPLACE THE LAST SENTENCE IN THIS ITEM WITH THE FOLLOWING: SEED WET PONDS WITH MN/DOT SEED MIXTURE 310 "NATIVE WET TALL" BELOW THE HWL. SEED ALL OTHER AREAS WITH SEED MIXTURE 260 "COMMERCIAL TURF". SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2573.3.) 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 BMP'S. 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. DEFLECTOR PLATE OVERFLOW 2 - TOP OF CURB BOX OVERFLOW 1 - CENTER OF FILTER ASSEMBLY 10" FILTER ASSEMBLY CURB CG 3067 HIGH-FLOW FABRIC MIRAFI FF101 ROAD DRAIN CASTING APPLICABILTY x NEENAH R-3067 x NEENAH R-3512 NOT TO SCALE 8' X 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA 2'-0" MIN BERM AROUND PERIMETER GROUND SURFACE 12" MIN 12" MIN COMPACTED EMBANKMENT MATERIAL (TYP.)3:1 OR FLATTER 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 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 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. 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. EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" SITE LOCATION MAP NOT TO SCALE USGS MAP GENERAL EROSION NOTES: MAINTENANCE NOTES: NOT TO SCALE CONCRETE WASHOUT AREA ROAD DRAIN INLET PROTECTION (IP-1) NOT TO SCALE GET MAP FROM HEREGET MAP FROM HERE PROPOSED BUILDING 14,000 SF FFE=951.50 SAND FILTER BASIN HWL=947.00 BOTTOM=941.50 OUTLOT A OU T L O T A CBMH 07 RE=946.43 IE=943.29 25 LF - 12" HDPE @ 0.50% CBMH 06 RE=946.63 IE=943.16 19 LF - 12" HDPE @ 0.50% CBMH 05 RE=946.29 IE=943.07 56 LF - 15" HDPE @ 0.50% CBMH 04 RE=947.34 IE=942.79 169 LF - 15" HDPE @ 0.50% CBMH 03 RE=950.83 IE=941.94 CBMH 08 RE=947.49 IE=943.94 15 LF - 12" HDPE @ 1.00% WET TAP EXISTING 8" WATERMAIN WITH 8" GATE VALVE 6 " D I P FES 01 IE=941.50 W/ RIP RAP 34 LF - 15" HDPE @ 1.00% ECOSTORM 02 RE=951.25 IE=941.84 10 LF - 15" HDPE @ 1.00% OCS 11 RE=942.00 IE=940.00 MH 10 RE=946.00 IE=937.89 47 LF - 12" HDPE @ 4.49% 6" COMBINED WATER SERVICE REFER TO MECHANICAL PLANS 6" SANITARY SEWER SERVICE IE=944.50 6" CLEANOUT IE=944.0982 LF - 6" PVC SDR 26 @ 1.76% CONNECT TO EXISTING SANITARY SEWER MANHOLE @ INLET 942.65 32 LF - 12" HDPE @ 1.00% CBMH 09 RE=949.69 IE=946.22 CONNECT TO EXISTING CATCH BASIN @ INLET=945.90 FIRE DEPARTMENT CONNECTION 6" GATE VALVE W/ HYDRANT 8" X 6" REDUCER ϲΗͲϰϱΣE ϲΗͲϰϱΣE CONNECT TO EXISTING STORM SEWER LINE RELOCATE IRRIGATION SERVICE TO HERE CONTACT IRRIGATION SUPPLIER FOR DETAILS 6" DRAINTILE SEE DETAIL SHEET C7.02 FES 12 IE=941.50 W/ RIP RAP 35 LF - 8" HDPE @ 13.16% 8" X 12" INCREASER ROOF DRAIN IE=946.50 Sep 05, 2014 - 10:31am - User:576 L:\PROJECTS\VEN20145\dwg\Civil\Preliminary & Final Plans\20145-C6-UTIL.dwg C6.01 UTILITY PLAN Project Location Certification Sheet Title Summary Revision History Sheet No.Revision Project No. Date Submittal / RevisionNo.By Designed:Drawn: Approved:Book / Page: Phase:Initial Issued: Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 CHANHASSEN SPECIALTY GROCERY CHANHASSEN, MN MCB RCB MCB PRELIMINARY 09/05/2014 VEN20145 Registration No. 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Date:42661 MIKE C. BRANDT 09/05/2014 PREL I M I N A R Y NOT F O R CON S T R U C T I O N SCALE IN FEET 0 6030 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 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, 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. H.THE CONTRACTOR AND THEIR SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. TELEPHONE ELECTRIC GAS LINE FORCEMAIN (SAN.) EASEMENT WATERMAIN SANITARY SEWER EXISTINGPROPOSED STORM SEWER CURB & GUTTER DRAINTILE D S S SLS LEGEND UTILITY CONSTRUCTION NOTES Sep 05, 2014 - 10:31am - User:576 L:\PROJECTS\VEN20145\dwg\Civil\Preliminary & Final Plans\20145-C9-DETAILS.dwg C7.01 CONSTRUCTION DETAILS Project Location Certification Sheet Title Summary Revision History Sheet No.Revision Project No. Date Submittal / RevisionNo.By Designed:Drawn: Approved:Book / Page: Phase:Initial Issued: Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 CHANHASSEN SPECIALTY GROCERY CHANHASSEN, MN MCB RCB MCB PRELIMINARY 09/05/2014 VEN20145 Registration No. 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Date:42661 MIKE C. BRANDT 09/05/2014 PREL I M I N A R Y NOT F O R CON S T R U C T I O N Sep 05, 2014 - 10:31am - User:576 L:\PROJECTS\VEN20145\dwg\Civil\Preliminary & Final Plans\20145-C9-DETAILS.dwg C7.02 CONSTRUCTION DETAILS Project Location Certification Sheet Title Summary Revision History Sheet No.Revision Project No. Date Submittal / RevisionNo.By Designed:Drawn: Approved:Book / Page: Phase:Initial Issued: Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 CHANHASSEN SPECIALTY GROCERY CHANHASSEN, MN MCB RCB MCB PRELIMINARY 09/05/2014 VEN20145 Registration No. 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Date:42661 MIKE C. BRANDT 09/05/2014 PREL I M I N A R Y NOT F O R CON S T R U C T I O N CONCRETE GRANULAR BASE PAVING ONE WRAP OF #30 ROOFING FELT ϲΗT^,͘ϰϬ^d> PIPE-FILL WITH CONC. 4" x 4" STEEL TUBE (SEE SIGN DETAILS THIS SHEET) STANDARD MNDOT SIGN NO. R7.8A 1.5' PROVIDE VAN ACCESSIBLE SIGN AT RIGHT HAND DISCHARGE PARKING SPACES N.T.S. 01 ACCESSIBLE PARKING SIGN SECTION N.T.S. 02 CURB CUT XX" (DIP OR PVC) WYE ϰϱΣ>KE'Z/h^ BEND CONCRETE 6" D.I.P. CLEANOUT STACK FEMALE ADAPTOR DUCTILE IRON THREADED PLUG PLACE CASTING R-1976 OR APPROVED EQUAL ON CLEANOUTS IN PAVED AREAS FINISHED GRADE N.T.S. 03 TYPICAL CLEANOUT A PLAN VIEW OF RAMP A ELEVATION OF RAMP SECTION A-A 0.08 FT. PER FT. S L O P E O R F L A T T E R 2 CONCRETE WALK DOME (TYP) 2' - 0 " 5/8" MIN5/8" MIN 1-5/8" - 2-3/8"1-5/8" - 2-3/8" 7/8" - 1-7/16" 1/ 5 " 50% - 65% OF BASE DIAMETER CONCRETE WALK 5'-4"CURB OR CURB AND GUTTER 16'-6" 6'-3"4'6'-3"2 6 2 BACK OF CURB FRONT FACE OF CURB 6'-3"4'-0"6'-3" 6 22 6" 5' - 4 " 2 4' - 0 " 4'-0" 4' - 0 " M I N 4'-0 " M I N 5'-8"5'-8" 3'-8"3'-8" C U R B R A D I U S N.T.S. 04 PEDESTRIAN CURB RAMP Sep 05, 2014 - 10:31am - User:576 L:\PROJECTS\VEN20145\dwg\Civil\Preliminary & Final Plans\20145-C9-DETAILS.dwg C7.03 CONSTRUCTION DETAILS Project Location Certification Sheet Title Summary Revision History Sheet No.Revision Project No. Date Submittal / RevisionNo.By Designed:Drawn: Approved:Book / Page: Phase:Initial Issued: Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 CHANHASSEN SPECIALTY GROCERY CHANHASSEN, MN MCB RCB MCB PRELIMINARY 09/05/2014 VEN20145 Registration No. 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Date:42661 MIKE C. BRANDT 09/05/2014 PREL I M I N A R Y NOT F O R CON S T R U C T I O N 2" BITUMINOUS WEAR COURSE N.T.S.N.T.S. 05 BITUMINOUS PAVEMENT SECTIONS 06 CONCRETE PAVEMENT SECTIONS A A 4" P.C. CONCRETE* *THE THICKNESS SHALL BE INCREASED TO A MINIMUM DEPTH OF __ INCHES AT DRIVEWAY CROSSINGS. 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. SECTION A-A 4" CLASS 5 4" P.C. CONCRETE 5'-0" MIN WIDTH 2.00% N.T.S. 07 CONCRETE SIDEWALK N.T.S. 24' 18 " (3) 6" PERFORATED HDPE PIPES IE=940.00 SAND FILTER MEDIA MN/DOT 3149.2B GEOTEXTILE FABRIC MNDOT TYPE V, MIRAFI 500X OUTLET CONTROL STRUCTURE RE=942.00 IE=940.00 SAND FILTER BASIN08