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2015-6-18 Chanhassen VOP Retail - Civil SetA� D I I �7; L 1 I I I I I I I I I AMP TT ANDSCAPE AREA ♦ �/ r /SMS GR0.4EL PARKING' _ J •i,•L. • v v , ,•.,. $0664''VC R: �BD , 1\`. _ 101 a e / PDw ,ureAaklm Torr aelnruseucnr o J I PER DOC. AGZOaSr9 new 11.4 - o FD L 515612 mos FT w a cOR"E�L — — / J �,— f � PROMENADE 0 _ l 4�r1�1/ ,1 cenvEL PARKING \�___._� Tom\ \ _ OmFNN:953.5$L _ -_ -. �-- -- 6 I PVC PIPE 1.f L i — — r GO PRYING \ y / / / / I _ _ _ _tel \1 \\1 \ \ GRPNELP / p U 17'o' I I � i —_ IIII /IIII II I 40/ •I;,;S`1;-A \� Air 41 V4 I dIX \ / i.. l \\SIR \/o/ j/ VXJZR LEVEE ON Da/19/%m4: 9w.a i�� /l l //A/ `� \ : 10 ?a A,@i-iREYEBI£0-@/r eA.SEMFNT,ADI „I �y \\ NIP /IEM ll.} �y m F .EDGE �_�_—_ —�\_—_ \ C AB�.� �� o o i �� LAP i MAP D M� A 1 \/V\ iS:9q.6R� l ; 44 d6'CMP 44 44 D 44 / E:931.67 flE'9M.BR s 4�4 4�4 4 4 4IE 93a 311 AIR AOL° a As �e LAKE DRIVE OUTLOTA IRA, VOIV / / /S / / / / LU LU / o z Kao of / V T Vzto 44 Y v0 AB I BI II Ilii'_i_il11 l _.7 _ '• T'{.�l TNH.949.9 / o / l \ 00A _ LANDSCAPE '. PKIBERS (TYP) I" /11 LAL11I 11,14 LEGEND / 0 FOUND MONUMENT MM—I---� WATERMAIN ----- EASEMENT LINE n SETMONUMENT G—» SANITARY SEWER ---- \ I ELECTRICMETER (}»--4 STORM SEWER —A— RIGHT OF ACCESS yD4� Urr LIGHT I—»--< FLARED END SECTION CONCRETE CURB ® AIR CONDITIONER (} W -M ELECTRIC TRANSFORMER BUILDING LINE _._. , .L_•, GUYANCHOR _ •, 19.64 AMP TT ANDSCAPE AREA ♦ �/ r /SMS GR0.4EL PARKING' _ J •i,•L. • v v , ,•.,. $0664''VC R: �BD , 1\`. _ 101 a e / PDw ,ureAaklm Torr aelnruseucnr o J I PER DOC. AGZOaSr9 new 11.4 - o FD L 515612 mos FT w a cOR"E�L — — / J �,— f � PROMENADE 0 _ l 4�r1�1/ ,1 cenvEL PARKING \�___._� Tom\ \ _ OmFNN:953.5$L _ -_ -. �-- -- 6 I PVC PIPE 1.f L i — — r GO PRYING \ y / / / / I _ _ _ _tel \1 \\1 \ \ GRPNELP / p U 17'o' I I � i —_ IIII /IIII II I 40/ •I;,;S`1;-A \� Air 41 V4 I dIX \ / i.. l \\SIR \/o/ j/ VXJZR LEVEE ON Da/19/%m4: 9w.a i�� /l l //A/ `� \ : 10 ?a A,@i-iREYEBI£0-@/r eA.SEMFNT,ADI „I �y \\ NIP /IEM ll.} �y m F .EDGE �_�_—_ —�\_—_ \ C AB�.� �� o o i �� LAP i MAP D M� A 1 \/V\ iS:9q.6R� l ; 44 d6'CMP 44 44 D 44 / E:931.67 flE'9M.BR s 4�4 4�4 4 4 4IE 93a 311 AIR AOL° a As �e LAKE DRIVE OUTLOTA IRA, VOIV / / /S / / / / LU LU / o z Kao of / V T Vzto 44 Y v0 AB I BI II Ilii'_i_il11 l _.7 _ '• T'{.�l TNH.949.9 / o / l \ 00A _ LANDSCAPE '. PKIBERS (TYP) I" /11 LAL11I 11,14 PIN _. I - -4 INGRES EGRESS i0 LAKE DRIVE 055 OUROT A — DESCRIPTION OuNot B, VILLAGES ON THE POND 4TH ADDITION, Carver County, Minnesota. PROPERTY SUMMARY 1. SUM ECF PROPERTY'S ADDRESS IS NOT ASSIGN ED, ITS PROPERTY IDENTIFICATION NUMBER IS 258460030. 2. THE GROSS AREA OF THE SUBJECT PROPERTY 152.713 ACRES OR 118,173 SQUARE FEET. 3. THE SUBJECT PROPERTY IS ZONED PUD -PLANNED UNIT DEVELOPMENT, PER CITYOF CHANHASSEN ZONING MAP DATED 01/14/2014. —BENCHMARKS 1. THE VERTICAL DATUM IS BASED ON NAVD88. THE ORIGINATING BENCH MARKS ARE MNDOT 1002 AWl AND MNDOT 1002W, BOTH REFERENCED FROM THE MNDOT GEODETIC DATABASE BENCHMARKKI TNH on south side of Pond Promenade, as shown. ELEV.953.58 BENCHMARK N2 TNH in southwest quadrant of Take Dr and Main St., as shown. ELEV. 949.94 SURVEY NOTES 1. THE BEARING SYSTEM IS BASED ON THE PLATOF VILLAGES ON THE PONDS. 2. FIELDWORK WAS COMPLETED ON 08/19/2014. t NORTH 0 30 60 SCALE IN FEET &$wbatek 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Envlramemal Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 MA TUREe PASS ePARTNERS Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification Summary Designed: MGB Drawn: mw 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 C17SUBMI7AL 06/18/2015 CITY RESUBMITTAL Sheet Title EXISTING CONDITIONS Sheet No. Revision ULM Project No.VEN20145.01 LEGEND / 0 FOUND MONUMENT MM—I---� WATERMAIN ----- EASEMENT LINE n SETMONUMENT G—» SANITARY SEWER ---- SETBACK LINE ELECTRICMETER (}»--4 STORM SEWER —A— RIGHT OF ACCESS yD4� Urr LIGHT I—»--< FLARED END SECTION CONCRETE CURB ® AIR CONDITIONER (} W -M ELECTRIC TRANSFORMER BUILDING LINE �I I GUYANCHOR UT 0 TELEPHONE PEDESTAL --------- BUILDING CANOPY A HANDICAP STALLC�wC) GAS METE0. O BITUMINOUS SURFACE Yi UTILITY POLE —av— OVERHEAD WIRE CONCRETE SURFACE • GUARDP05T DECIDUOUSTREE i CONCRETE PAVER SURFACE • BOLLARD -w SIGN , CONIFEROUSTREE GRAVEL SURFACE PIN _. I - -4 INGRES EGRESS i0 LAKE DRIVE 055 OUROT A — DESCRIPTION OuNot B, VILLAGES ON THE POND 4TH ADDITION, Carver County, Minnesota. PROPERTY SUMMARY 1. SUM ECF PROPERTY'S ADDRESS IS NOT ASSIGN ED, ITS PROPERTY IDENTIFICATION NUMBER IS 258460030. 2. THE GROSS AREA OF THE SUBJECT PROPERTY 152.713 ACRES OR 118,173 SQUARE FEET. 3. THE SUBJECT PROPERTY IS ZONED PUD -PLANNED UNIT DEVELOPMENT, PER CITYOF CHANHASSEN ZONING MAP DATED 01/14/2014. —BENCHMARKS 1. THE VERTICAL DATUM IS BASED ON NAVD88. THE ORIGINATING BENCH MARKS ARE MNDOT 1002 AWl AND MNDOT 1002W, BOTH REFERENCED FROM THE MNDOT GEODETIC DATABASE BENCHMARKKI TNH on south side of Pond Promenade, as shown. ELEV.953.58 BENCHMARK N2 TNH in southwest quadrant of Take Dr and Main St., as shown. ELEV. 949.94 SURVEY NOTES 1. THE BEARING SYSTEM IS BASED ON THE PLATOF VILLAGES ON THE PONDS. 2. FIELDWORK WAS COMPLETED ON 08/19/2014. t NORTH 0 30 60 SCALE IN FEET &$wbatek 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Envlramemal Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 MA TUREe PASS ePARTNERS Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification Summary Designed: MGB Drawn: mw 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 C17SUBMI7AL 06/18/2015 CITY RESUBMITTAL Sheet Title EXISTING CONDITIONS Sheet No. Revision ULM Project No.VEN20145.01 Mw- 4St7 '914Q6 0 . ,'� VA ......, ,d .................... I I I I .. I 1 _ „ I PROTECT EXISTING LIGHT POLE LIGHT TO STAY FUNCTIONAL DURING CONSTRUCTION �A DEMOLITION NOTES 1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR TH E 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 UN DERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PIAN ARE BASED UPON ALTA AND TOPOGRAPHIC PREPARED BY SAMBATEK, INC DATED 08-28-2014. 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 INA LOCATION APPROVED BY ALL GOVERNING AUTHORITIES AND IN ACCORDANCE WITH APPLICABLE CODES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAG E STRUCTURES UTI UTIES ETC SUCH THAT THE I MPROVEMENTS 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 15 RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS INA 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 MAYBE 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 15 RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO THE EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS. 7. THE CONTRACTOR 15 SPECIFICALLY CAUTIONED THAT THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PIAN 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 3802, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIORTOTHESTARTOFANY 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 SW -252-1166 OR 651-054-0002. 8. ALL EXISTING SEWERS PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRET ED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFYEXISTING 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 PROTECT EXISTING LIGHT POLE LIGHTTO STAY FUNCTIONAL DURING CONSTRUCTION —\ J PROTEBLVD 4 TREES (TYRPICAL) E DRIVE 4 I ROI — mi LEGEND ♦ FOUND MONUMENT cc I--�- WATERMAIN ----- EASEMENT LINE O SET MONUMENT G—» SANITARYSEWER —--— SETBACK LINE O ELECTRIC METER @—»---e STORM SEWER —A— RIGHTOFACCESS 'J, -LIGHT D --»--<J FLARED END SECTION CONCRETE CURB © AIR CONDITIONER UE -(E ELECTRIC TRANSFORMER BUILDING LINE E—GUYANCHOR UT --0 TELEPHONE PEDESTAL --------- BUILDING CANOPY b u HANDICAP STALL ctr ung GAS METER BITUMINOUS SURFACE EU UTILITY POLE —ow— OVERHEAD WIRE O CONCRETE SURFACE • GUARD POST DECIDUOUS TREE GRAVEL SURFACE • BOLLARD i � SIGN �°CONIFEROUSTREE DEMOLITION LEGEND REMOVE EXISTING UTILITY LINE / REMOVE EXISTING CONCRETE CURB E— ME ME t' _ SAW CUT EXISTING BITUMINOUS PAVEMENT REMOVE EXISTING BITUMINOUS PAVEMENT 1 f I REMOVE EXISTING CONCRETE PAVEMENT � REMOVE EXISTING GRAVEL DRIVE T> REMOVE EXISTING — /\ PROTECT BLVD TREES (TYPICAL) ROTECLVD TREES (TYPICAL) T 0 I i � D 44 44a I I I I A UTILITY COMPANY 15 NECESSARYTO 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 TI MES WITH FENCING, BARRICADES, ENCLOSURES, ETC., TO THE BEST PRACTICES. 11. CONLIN UOUS ACCESS SHALL BE MAINTAINED FOR TH E 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 U MIT SAW -CUT& PAVEMENT REMOVAL TO ONLY THOSE AREAS WH ERE 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 UTILITI ES (I 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 THATTHESE 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, 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 E%ITSIGNS ROOFTOP HVAC UNIT TRANSFORMER OILTANKS 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 MATERIALSTO 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. 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, PAINTS AND LEAKAGE OR SPILLAGE OF ANY TOXIC MATERIALS. O1TREE PROTECTION DETAIL N.T.S. (T NORTH 0 30 60 SCALE IN FEET N81 mbatek 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimlle Engineering I Surveying I Planning I Envlramemal Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 UE MTUREe PASS 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 dthat l am a duly) licensed Professional ENGINEER under the laws of the state of Minnesota _1 Michael G. B Reg straC 60 Date 06/01/2015 If small a ntazt us for a wet signed copy of this plan which is available upon request at Sambatek's Minnetonka, MN office. Summary Designed: MGB Drawn: Mw Approved: EwM Book/Page: Phase: PRELIMINARY Initial Issued: o6/ol/2o1s Revision Hi Rstory 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 C2.02 Project NO.VEN20145.01 25MB0010 570 POND PROMENADE NORTHCOTE COMPANY 1..i ILL.':. \ ADDRESS NOT ASSIGNED VILLAGES ON THE PONDS ASSN INCA'' 258620010 •,L_L_i .."L_v .",• ,,,L_ .",. PROMENADE vv 530PONETAURATG ''_ II ` / YMEATSTONE RESTAURANT GROUP NORTH SB9°55'O7°W 156.33, m LSV48J5_ :. ;:1 '1:1:'es „'L'1 1`: x.QU% rcoo 00 'W 71 emr-----ae�ru sumry usEnr---rd110 >sn W I . II IN �5612 ='e_� —= J / PROMENADE ---- X ao/ Si Zi`�— -- —� r s \ 1 64 t \ ss.c° ..see -�-- �911'36w x98.65 §z\I y `. RE 9sz.ss =, T.n ..�,i e�a0 p qEAV— ?Fal o -D" "aMp NANe U------`'�------------ Yn \ au bb % DD 20. a 4 �i" I BMa1 \ — — — — >1992 e 1621: L=T2170 R _�i,�D�\ mmH:9s3sa — L ` / ` — — — — — A ` 4 rs' n Ala d� v . _ — _ -EA L96.2Q = — o / 1-- r ^_fnuea �1¢,.>z'W71— t�0 O/UTLOTA--/ /�----- 0 PO 0.930 AC �J i _ / / ewe — _ _ _ \ \ J y:aN�1//' .. . ;^•. ..L 405165EAs 40 P \ a333E aNgp•p915"E _ = = �tN �g6 c� I t=94 7-R=�3D6 7 s•E,'-� \\ / // (I 11 I I I I I I �✓a # L 525.152\g5 LOT 8��0 —/ 1.783 AC I`I b✓ �I I 1 B,N `-—77,6575Fi� $ i "� / NR,3 /--_� _F —�— �_,` 1111 I11I �I I Ill W us LABS BLOCK 1 III Ill / �/ c �� V =I= -- �w \YI �/ II IIS IId o -Z_ I# L.. I "S� V I, q$ J \�� \\ / ts P� /, \- \ -7/�� 11 WATER Lea °gee/19/zou:e -- // /// �\ Ifo `�44":w so \1\, 5�wp// nub' _—� — — `,-------"� 1 �, \3 All ,�ti7_ _ y f° IS \\\\ \^ \\\\ %m"433 \— =189° 45'07NE 118.62—---- smoi` ° aesas6244 4I 44 ,.p 44 14 �g�-44 as rte\ 9y Yp \ \� a 8\los :i s ��4 4 h ds3zs7 4�4 0 4 4 4�1A '& 4 4s 44— \\ ° �\ \ g. \ Or, # 4 / I��a7 — D4 e LAKE DRIVE OU Y�' aq to ss tto IV M TL�TA e '•' c r\ \Y/ ail e i A ,y '„� ; `, 'I , L_ ” ." i . -,= �'B�\\ — .., .: wHaa-gar r� / eek/ 25836001oEy ` . _ 501 LAKE DR IE PHM/CHANHASSEN INC I I / I ' giiiiiiiiiiiiiiiiiiiiLEGEND Lot 1: 77,657 S.F. Outlet A. 40,516 S.F. \, \ EASEMENT LINE \\ \ \\ \ \ MARKED LS 21729 to —A— RESTRICTED ACCESS N ELECTRIC METER I "S� V I, q$ J \�� \\ / ts P� /, \- \ -7/�� 11 WATER Lea °gee/19/zou:e -- // /// �\ Ifo `�44":w so \1\, 5�wp// nub' _—� — — `,-------"� 1 �, \3 All ,�ti7_ _ y f° IS \\\\ \^ \\\\ %m"433 \— =189° 45'07NE 118.62—---- smoi` ° aesas6244 4I 44 ,.p 44 14 �g�-44 as rte\ 9y Yp \ \� a 8\los :i s ��4 4 h ds3zs7 4�4 0 4 4 4�1A '& 4 4s 44— \\ ° �\ \ g. \ Or, # 4 / I��a7 — D4 e LAKE DRIVE OU Y�' aq to ss tto IV M TL�TA e '•' c r\ \Y/ ail e i A ,y '„� ; `, 'I , L_ ” ." i . -,= �'B�\\ — .., .: wHaa-gar r� / eek/ 25836001oEy ` . _ 501 LAKE DR IE PHM/CHANHASSEN INC I I / I ' giiiiiiiiiiiiiiiiiiiiLEGEND Lot 1: 77,657 S.F. Outlet A. 40,516 S.F. ♦ FOUND MONUMENT e�l� WATERMAIN ----- EASEMENT LINE SET MONUMENT 0— D � SANITARYSEWER ---- SETBACK LINE MARKED LS 21729 �DD� STORM SEWER —A— RESTRICTED ACCESS N ELECTRIC METER ADD—� FLARED END SECTION CONCRETE CURB #LIGHT �uB —0p ELECTRIC TRANSFORMER BUILDING LINE �IT� TELEPHONE PEDESTAL --------- BUILDING CANOPY �uB� GAS METER R3 (t NORTH 0 30 60 SCALEIN FEET ® DESCRIPTION 11111111 Oudot B, Villages on the Ponds 41h Addition, Carver County, Minnesota. Abstract Property PROPERTY SUMMARY Lot 1: 77,657 S.F. Outlet A. 40,516 S.F. Total Area 138,173 S.F. CONTACT INFORMATION is000l 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 N.Es. /A=17°40'28' '+ C.Brg =N80°09'15 -E IN C=94.19 1\ 'S25%62,9 a' airs \ \ DETAIL A NOT TO SCALE VICINITY MAP 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 Envininnentsl Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 Project CHANHASSEN RETAIL Location CHANHASSEN, MN Certification I hereby really that this survey, plan or rep in os prepared by me or under my direct sureLLL and that I am a duly Licensed LAND SUFE}P under the laws of the State of Min l�`� contact us for a wet signed copy of this is available upon request at Sambal Summary Designed: Drawn: DL Approved: RMB Book/Page: 1012/21 Phase: Initial Issued: ospe/2ots 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 6 BLVD PP00PE<e A� ti SITE o'er SITE 4p 3 0?" a° R3 WPO 212 N.T.S. 18 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 Envininnentsl Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 Project CHANHASSEN RETAIL Location CHANHASSEN, MN Certification I hereby really that this survey, plan or rep in os prepared by me or under my direct sureLLL and that I am a duly Licensed LAND SUFE}P under the laws of the State of Min l�`� contact us for a wet signed copy of this is available upon request at Sambal Summary Designed: Drawn: DL Approved: RMB Book/Page: 1012/21 Phase: Initial Issued: ospe/2ots 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 gis0000000LEGENE PROPOSED EXISTING PROPERTY LIMIT CURB & GUTTER STANDARD DUTY EASEMENT ------ ------ ASPHALT PAVING BUILDING RETAINING WALL ooa0000w WETIAND LIMITS HEAVY DUTY ASPHALT PAVING TREELINE- SgWCUT LINE SIGN T CONCRETE PAVING PIPE POLLARD Q NUMBER OF PARKING O STALLS PER ROW KEY NOTE O PARKING SUMMARY PROVIDED PARKING SPACES 165 PROVIDED BICYCLE SPACES 6 A. ALL DI MENSIONS ARE ROUNDED TO TH E NEAREST TENTH FOOT. B. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB TO BACK OF CURB UNLESS OTHERWISE NOTED. BACK OF CURB 15 SHOWN GRAPHICALLY ONLY. C. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. D. ALL PARKING STALLS TO BE 9'IN WIDTH AND 18'1 N LENGTH UNLESS OTHERWISE IN DILATED. 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 ARCH ITECTURAL PLANS FOR PYLON SIGN DETAILS G. SEE ARCH ITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE, H. REFER TO FINAL PUT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS, I. ALL G PATIENTS ON SIDEWALKS ALONG TH E AOA ROUTE SHALL HAVE A MAXI MUM LONG ITU FINAL SLOPE OF 5% (130), 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%11:48). 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 ISA 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. X STREET NAMES ARE SUBIECTTO APPROVAL BY THE CITY. L DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGEANDUTILITY EASEMENTS WILL BE PROVIDED OVERALL 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-6186CONCRETE CURB AND GUTTER D. BEGIN FLAT CURB SECTION E. ACCESSIBLE RAMP F. ACCESSIBLE PARKING SIGN G. ZEBRA CROSS WALK H. BICYCLE RACKS (SEE ARCHITECTURAL PUNS) I. BENCH (SEE ARCHITECTURAL PUNS) J. CART STORAGE(SEE ARCHITECTURAL PLANS) K. TRASH ENCLOSURE (SEE ARCHITECTURAL PUNS) L. TRANSFORMER PAD M. LOADING DOCKWALLW/ RAILING(SEEARCHPECTURAL PLANS) N. 6" ROUND BOLLARD (SEE SHEET ULN) NORTH 0 30 60 SCALE IN FEET Z'�Samwww.sbatek 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering l Surveying l Planning l Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 MTUREe PASS 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. ��NyA/� Michael G. B 4 Registrati0o 60 Date: 06/01/2015Date: 06/01/2015 If applicaN, clilintact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office, Summary Designed: MGB Drawn: lMW 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 RESUBMILTAL Sheet Title CIVIL SITE PLAN Sheet No. Revision C3901 Project No,VEN20145.01 y- 947 45 9. 47 I I / LSF ' I I I I I I II I yb'\ IN, / I I I a r� a n / / / / / / / / ACCORDING LITTLE MIIDELI ASOFAMEMSRTmED.pANDARDVIDmNE FOR mEGMECTIOHA~IDEP,mONOFEXI.TINQ SUBSURFACE n DATA -THE CO FREEZE sOewNmpnOu yALL DETERMINE FILE EXACT LOCATION OF ALL EXlsnna UTILITIES BE wYOU BY CONTRACTOR THE NOTIFICATION CENTER (GOPHER STATE ME MR MINN FBI THE "AREOEORSUU �RMkAGREEToBEFULLYRESPONSIBLE FOR MyAND ALL DRAMEE,WHICH MIGHT BEDE TONED BY HIS OR HER FAILURE TOEXACTLY LANE RED PREICRVEAWARD +LL UTILITIES (UNDERGROUND AND OVERHEAD) IF THE W�UOR ENMU�� ANY DRAIN FEE SIXTH IN THE SHIC HE OR SHE ABLE NOTIR HE ENGINEER SIXTH THE WASTION, SIZE, INVERT AND IF THE FIX FINE IS ACTIVE, NO ACTIVE VAR FILE SHALL BE MODULES W�O��PRM� FROM THE NERNME FEET NEER FAA AN s / - PEI ,44 N _4 A1A 14 CA FRY III •� 4 / / J REP — $ AEV ACC PROMENADE 952 < !P 946 951 / 9M— ///�-- \\ EV 44 I / 1 1 IN, I . 11 CC PIEI \ PROPOSED BUILDING \ I I I ^. I 1 J I, \19,909I � FEE=951.551.5 0 1 11 l 11 I •� 1 ll� I I 44 I ILII II 0 1J FAA FEE I I II W FE G K I I I I I ,j J I 3 z Q QA7 Ads st 4 it 2186 • v �' •, /< / 5 / X49 95 \ / / �� ❑ IN / 948 ry ND e 9 ON 4: 9403 / A / Vy� W 1! : g�4 t� 44 WATER LEVEL ON 08/ / .>t I• (44 111 / � •� � 94 .30 1 9 _ \ 947. O D n R 44 e 4d 44 D M"GNP #'.9K B2 7"67 4: LAKE DRIVE I I� CRT 49,9 � 1NH 9499 P \ I I I I LEGENE PROPERTY LIMIT CURB & GUTTER STORM SEWER DRAINTILE BUILDING RETAINING WALL WETLAND LIMITS TREPHINE SPOTELEVATION CONTOUR RIP RAP OVERFLOW ELEV. SOILBORINGS PROPOSEDCRYEXISTING CRY 0— ►► --a 0-- - FIE — FFF — ARE PRE a000ca000co 962.5 962.5 O ST S 902.5 0 A Y1042 56 v000000000GRADING NOTES A. PROPOSED CONTOURSARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. B. COWRACTORSHALLREIIEW PAVEMENT GRADIENT AND CONSTRUCT"GUTTER OUT" WHERE WATER DRAINSAWAY FROM CURB. ALLOTHERAREAS SHALL BE CONSTRUCTED AS "GUTTER IN' CURB. C. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5%1120), EXCEPT AT CURB RAMPS (1]2), AND A MAXIMUM CROSS SLOPE OF 208%11681. THE MAIDMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2D8%Il'.441. 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 ISA 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 UTUTY QUALITY LEVEL .THISQ UALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CIASCE 38-02 TITLED 'STANDARD GUIDELINES FOR THE COLLECTION AND DEPUOFTES BEFORE RE COMMENCING INGW DATA°. THE CONTRACTOR AND IC SUBCONTRACTORS SHALL ATEDETERMINE FOR EXACT MINNESOTA LOCATION OF ALL EXISTING UTUTES BEFORE COMMENCING WORK, NBY MACORCONETACEING AGREES TO NOTIFICATION F LLL RESPONSIBLE EGOPHER STATE ONE FOR WHICH MIGHT 5-8002SIONE 6. THE CONTRACTOR ANT OR EXACTLY L TRARAND PRESERVE RV BE FULLY RESPONSIBLE FORDERGRO ALL DAMAGES 1 / ANY WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO E%PREY LOCATE AND PRESERVE ANYPND ALL UTILRIES (UNDERGROUND AND 1 ovERxuD). Tr SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PIANS. E. THECONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE COMPACTOR WILL BE HEIR SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. F. SAFETY NOUCETO CONTRPRORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THEJOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT W ILLAPPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER ORTHE 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 SOILTESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FP COORDINATING ALL REQUIRED SORTESTS 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: 651487-7011 DATED: 10/08/21014 THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. H. THE CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. L PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE THECONTRAROR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BEAT THE DIRECTION OF THE SOULS ENGINEER AND SHALL BE COMPLETED IN AREASAS DIRECTED BYTES SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGMDE 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 POLL REMOVE UNSUITABLE SOIL FROM THE SHE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL C05TTO 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 VEGEfATON 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 15 NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO PRESS. 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 LISTING 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 REGMOED 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 ESTABUSHEO, TOA DEPTH CHIPS INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4INCHES. O. TRENCH BORROW CONSTRUCTION: IF ALLOWED BYTHE OWNER THE CONTRACTOR MAY COMPLETE TRENCH BORROW" EXCAVATION IN AREAS DIRECTED BYTAE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. WITHIN FRENCH BORROW EXCAVATION SHALL L COMPLETED IN GREEN SPACE AREAS. TRENCH BORROW CONSTRUCTION SHALL BE COMPLETED ONLY WITHIN TITS PLAT BOUNDARIES. TREES SHALL NOT BE REMOVED OR DAMAGED ASIT OFTETOFTHE ILDING PAD. THN, UNLESSE ION FROM BY THE ENGINEER. THE EXCAVATION SHALLCOMMENCE OF OT HOEVZO OF 10 FEET FROM THE LIMIT OFTHE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND ATA MINIMUM SLOPE OF 1 FOOT EXCAVATION SHA1 FOOT VEIEDTOha l DOWNWARD AND O UTWARDFROM THE FINISHED SURFACE GRADE IN ACCORDANCE THE TRENCH BORROW EXCAVATIO NSHALL BE COMPACTION TO THE PROPOSED FINISHED GRADES LEVATION,ANDSMLLBE COMPACTED I NACCORDANCEWITH REQUIREMENTSOFTHE PERIMETER CO MPACTIONH BORROASOUTLINED IN MN/WTSPECIFICATION FOOT SNOW FENCE SHALL TIFURNISHED AND PLACED ALONG THE PERIMETER OF THE TRENCH BORROW AREA WHERE THE SLOPES EXCEED 2FOOi HORIZONTAL TO 1FOOT VERTICAL LOU. P. FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY MANOR 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 PUTTED 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 0.3D FOOTABOVE, OR GLEN FOOT BELOW, THE PRESCRIBED ELEVATION ATANY 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 MOT 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 MINT 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. S. TOPSOIL SHAILBE 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 SHF TO AN AREA SELECTED BY THE CONTRACTOR OR IMPORT SUITABLE MATERIAL TO THE SHE. S. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GOADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL 'SITE MAP'. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING ALETHORRY 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 TLE WITHIN THE SITE, HE OR SHE SHALL NOTFY THE ENGINEER WRH THE LOCATION, SIZE, INVERT AND PIPETTES LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFIRED WITHOUT REVIEW, DISCUSSION AND APPROVAL FROM THE PROJECT ENGINEER. U. IMPORTED FILL SHALL BE SELECT GRANULAR BORROW IN ACCORDANCE TO MNDOT SPEC. 3149.28. 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 EnvlraLmantal Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 MA TUREe PASS PARTNERS Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby CLOTHES that Obs plan specification Or report was prepared by me Or under my direct Supervision and that I am a duly licensed professonal ENGINEER under the laws of the state of Minnesota. 0._1 �y♦/` Michael G. B Regis traC 60 Date 06/01/2015 Ifo Iia ntant us for a wets signed of this PP 8 PY plan which is ova table upon request LSI Sambatek's, Minnetonka, MN oe-rn. Summary Designed: M6B Drawn: mw Approved: SWM Book IF Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date BY Submittal ir Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMOTAL Sheet Title GRADING PLAN Sheet No. Revision C4.01 Project No.VEN20145.01 i BAS / Fes+ / 1 ✓. — pd / rc IP -1 00 / -- f----- PROMENADE \ /pTm Set so /� //// `� ___ VIh i A nA Build —\ TNR 953.58` _ _ _ _ — CIA 1 1F_- --- POND �sD� / _� /�•_-- —__ <_/ Via— — V y vp = / SEE \ /It SSA PSS i So It 'oh 1 —\ / ASS Al Ar \ \ / j i i / POND \SSE oiSSE — 08/19/2014 9403 / // / (\ `\�� / ♦ 1 \/�// WATER LEVEL ON —..—.. _.— AA 6 /9 MAP RE:945834a4 4V M.�P 44 4J 0 / ♦ i �.s.. e:wl a] / � ♦ IPI VF� � � � � d. — Irecbv�9—� •' / / LAKE DRIVE 1 BMp2 1NH:949.9 -rl'°. -. /ASS I UNIT QUANTITY SILT FENCE I LINEAR FEET 1540 SILT DIKE I LINEAR FEET W BIO -ROLL I LINEAR FEET 10 CONSTRUCTION ENTRANCE UNIT I I INLET PROTECTION DEVICE (IPI UNIT Il INLET PROTECTION DEVICE (UP -2) UNIT N STRIP & STOCKPILE TOPSOILT Z ROUGH GRADE DI CONTROL TEMPORARY CONSTRUCTION ROADS J FOUNDATION / L . . SITE CONSTRUCTION �9,e P1 A,'9, �— as PERMANENT CONTROL STRUCTURES i / —SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE as000000LEGEND PROPOSED EXISTING CURB &GUTTER aI� STORM SEWER 0— ►►-------- N o--hb6 DRAINTILE—FFF—FFF——HF—IH— CONTOUR X902 —902 RIP RAP OVERFLOW ELEV. EDF 902.5 SRT FENCE---SF---SF— SILT DIKE AMAMANSDAMAMANSDAM U MITS OF DISTURBANCE SOIL BORINGS Qi!)ST-9 Qii)PA-10 DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION —y DITCH CHECK DAM LIMITS DRAINAGE SUB -BASIN N BIO -ROLL INLET PROTECTION DEVICE I ®IP -1 INLET PROTECTION DEVICE 2 ®I1 TEMPORARYSTONE CONSTRUCTION ENTRANCE DD TEMPORARY SEDIMENT BASIN SO TEMPORARY STORAGE AND PARKING AREA TS TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETSAS SM OUTLINED IN THE SW PPP) SEQUENCE OF CONSTRUCTION PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING ANDSTORAGEAREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. HALT ALL ACrIVITIES AN D CONTACT THE CIVI L ENGI NEERING CONSU LTANT 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 STRUCrURES. 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 MPGA, THE CONTRACTOR MUST UPDATE THE SW PPP, INCLUDING THE EROSION CONTROL PIAN 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 SW PPP, 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 I UNIT QUANTITY SILT FENCE I LINEAR FEET 1540 SILT DIKE I LINEAR FEET 1680 BIO -ROLL I LINEAR FEET 10 CONSTRUCTION ENTRANCE UNIT I I INLET PROTECTION DEVICE (IPI UNIT Il INLET PROTECTION DEVICE (UP -2) UNIT 0 NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE t NORTH 0 30 60 SCALE IN FEET & batek 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 feosimlle Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 Vol U i v E''ITURE• PASS •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 Michaele B Regestrati 60 Date 06/01/2015 If appliI cbmtro us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: M68 Drawn: rnw 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 RESUBMDTAL Sheet Title EROSION CONTROL PLAN — PHASE I Sheet No. Revision C5.01 Project No.VEN20145.01 TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOILT ROUGH GRADE DI CONTROL TEMPORARY CONSTRUCTION ROADS FOUNDATION / L . . SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES LANDSCAPING/ SEED/ FINAL STABILIZATION STORM FACILITIES NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE t NORTH 0 30 60 SCALE IN FEET & batek 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 feosimlle Engineering I Surveying I Planning I Environmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 Vol U i v E''ITURE• PASS •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 Michaele B Regestrati 60 Date 06/01/2015 If appliI cbmtro us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: M68 Drawn: rnw 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 RESUBMDTAL Sheet Title EROSION CONTROL PLAN — PHASE I Sheet No. Revision C5.01 Project No.VEN20145.01 aiiiiiiiiiiiiii-EGEND \ PROPOSED EXISTING CURB &GUTTER III aq� STORM SEWER 56—►I•---- N o-- W --6 DRAINTILE — FFF FFA — AFA — AAF — Asp/ / y CONTOUR 902 —9@-- / RIP RAP OVERFLOW ELEV. COE 902.5 SILT FENCE VA V SFVAVA VA$FAA i SILT DIKE AN AN ANSDAN AN ANSDAN _ OF DISTURBANCE ACC — p : � SOIL SOIL BORINGS Qi!I ST -9 QiiiI PA -10 DIRECTION FLOW OW I epO — TEMPORARY DIVERSION —y / i I DITCH CHECK DAM f PROMENADE 952 t LIMITS OF DRAINAGE SUB -BASIN BIO -ROLL i ge y4 Ng•, ee -00 ' �i 951 ;Sz I— —h INLET PROTECTION DEVICE I ®IP -1 I aux I 1. ' a - INLET PROTECTION DEVICE 2 ®IP -2 TEMPORARYSTONE CONSTRUCTION ENTRANCE 1951 . I TEMPORARY SEDIMENT BASIN SB qA // I l/ 11`1\II as TEMPORARY STORAGE AND PARKING AREA TS /.•`•• TEMPORARY MULCH, MITSOR BLMEASURES f� 9d8• , •• ,/w // ' —� III11111 \\ IIVIII OUTLINED IN THE SWPE) ANKETS AS JM �� ' / 11111 \ III �SEQUENCE OFCONSTRUCTION I _ .`• \ PROPOSED BUILDING I I —A` v / �. — / --_ 19,909 SF 1 /� III \✓� 50 FFE-951PHASE I: • I 1 = „ A • \, '•• — - / ., f / 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. II I •%„ _ •/ III III 2. PREPARE TEMPORARY PARKING ANDSTORAGEAREA. it •• ^ i /'• _ I I ' qy • H 3. CONSTRUCT THE SILT FENCES ON THE SITE. ♦ o,• •• �i III �II W 4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS. ♦ ,p?p/• /•• ` ` I /I K pn 5. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM •• •• INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER ( �t ,•�•a/ / I PRE -CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS II I ♦ ,\ L/ z BEFORE cQ 6. CLEAR ANDOGRUB THE SITE.CEEDING WITH CONSTRUCTION. ♦ \ • , / — _� w.l / / / I I I C ts Air 7. BEGIN GRADING THE SITE. Cl�♦ 1 •� '.� •• •" —�/ d / / // I I ( 8. START CONSTRUCTION OF BUILDING PAD AND STRUCrURES. "•� /— _ / a / / / I \ 9a J PHASE II: i \ / Pp♦ 1 " = --_ /D \ 1. TEMPORARILY SEED DENUDED AREAS. \ / ♦ - _ 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. �9.0 % \ \ `• - -- a {❑ 1 / 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. .•` ' 1 V 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. • �♦ `\ f i .•' 948 ND 5. PREPARE SITE FOR PAVING. 1 J I ..x.<s an PAVE 9403 /�/ 6. INSTAL IN vEL E. M+ Dg/19 D14 / / "', 44 7. INSTALL TELET GRADING AND I DEVICES. `\\\ /♦♦� ) �• '�> WATER LE ==_l // 1 IPI 8. COMPLETE GRADING ANDINSTALLPERMANENT SEEDING AND PLANTING. _ / ( 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS ♦ _ I I 1 STABILIZED), IF REQUIRED BY THE CONTRACT ♦- \...N — — — — — 9481 1 I ' ( - _ NOTE TO CONTRACTOR THE EROSION CONTROL PUN SHEETS ♦ — / \ — THE NOTICE OF TERMINATION IS FILED AWITH HE MPCA,LONG WITH THE THE CON RACTOR MUST UPDATE THE SIWEPPUP TIL INCLUDING THE EROSION CONTROL PIAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, \ I ♦ ��--/ \ r SUCH AS AUDIT IONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFT ER FILING THE ♦ _ _�.I� NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL \ --ice ,•$�' T0J 44 REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE - 04 �'�5i / "°''F.2 / 4a x"wv d4 4d o0.Ei91figJ1 d� Q4 \\\�Ip� RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. L 96 AM W5T 1 LAKE DRIVE I � ao BMp2 s-1 /3 ALL ACCRAVAR A4 o I— EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 540 / SILT DIKE I LINEAR FEET 1680 BIO -ROLL I LINEAR FEET 10 CONSTRUCTION ENTRANCE UNIT 11 INLET PROTECTION DEVICE (IP -1) UNIT Il INLET PROTECTION DEVICE (UP -2) UNIT 0 —SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE t NORTH 0 30 60 SCALE IN FEET &Swbatek 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsir lle Engineering I Surveying I Planning I EnvlraLmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 Vol UIC i v E''ITURE• PASS •PARTNERS Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby ready that Obs 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. B Regst ti 60 Date 06/01/2015 If appl' t t for a wet signed copy of this plan wh'M1 is availablepan request at 5ambtak's, Minnetonka, MN office. Summary Designed: MGB Drawn: rnw Approved: Ewso Book/Page: Phase: PRELIMINARY Initial Issued: o6AT/2o1s Revision History No. Date By Submittal/Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMDTAL Sheet Title EROSION CONTROL PLAN . PHASE II Sheet No. Revision C5.02 Project No.VEN20145.01 TEMPORARY CONTROL MEASURES STRIP& STOCKPILE TOPSOIL RA GRADEDI TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES LANDSCAPING/ SEED/ FINAL STABILIZATION STORM FACILITIES NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE t NORTH 0 30 60 SCALE IN FEET &Swbatek 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsir lle Engineering I Surveying I Planning I EnvlraLmental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 Vol UIC i v E''ITURE• PASS •PARTNERS Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby ready that Obs 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. B Regst ti 60 Date 06/01/2015 If appl' t t for a wet signed copy of this plan wh'M1 is availablepan request at 5ambtak's, Minnetonka, MN office. Summary Designed: MGB Drawn: rnw Approved: Ewso Book/Page: Phase: PRELIMINARY Initial Issued: o6AT/2o1s Revision History No. Date By Submittal/Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMDTAL Sheet Title EROSION CONTROL PLAN . PHASE II Sheet No. Revision C5.02 Project No.VEN20145.01 EROSION & SEDIMENTATION CONTROL NOTES & DETAILS/ "SITE MAP" or 42. 4lof At . EPP Wit v W. ]6th TA FE TR, w � Oq yq` 0 4 D. Mw zo A ST P U r W V fl y ILL PCE D. o w ¢ t• LL li ih ST. C Ra 38. o City IDI CHAR a 5 LHAN YIaaT V ❑I O c W 78th � St' W Titin ST. 0 v: PIC HA DR. m ¢ 0 a K i • p<Vp w � mM4RKET ST. j. _ Ol9ih 5T. a DR. w W n Pic o�CH1U L CTR. ar O Y ro> Jp 2 OR. PpE w m P 80 M1 W w 6T. ¢ 4i OMEN LpY•E � o P0. 101 �o. '~' 9: S 2 4e` Je OF DR.w a E N Q K P - N V >o E CT, ani DAA W I GO w Re y a Lake Saran 0 F123W u M?SS/ON 4 Rice MaTdh 14 13 Lake IIY/ S -- 'QCT. - 2324 -__ . CIE s PN I K P 9 r ! C Val99 L Q WN O35 9 i• 9 101 8 6Y M1 5T: 12 V RILLS OR Pr 5 --- 2 I. m R[LE CT. W y y �a ms Sip �R I�I� 46. p IR �A e�CEY B RA R� S'44 P I w"; OR. 2 J ANNIMMINCE SITE LOCATION MAP NOT TO SCALE e 1 I \ .2' J CHANHAg9F4N'r-. 4� 1 :J• I , lie i• I Jl�il, FIE ydC H l I_ % _ v U RAI l 4 h C 7 If G Lokl SM&an�/ �. i�&76h t , cA/') -r>, 124 B L \ /P,\_. 1 0 r ll.. ANN H 400 1 �N USGS MAP NOT TO SCALE LJONCRI STEEL POST ClEcTortc FABRIC AT a 7. MAX SANCING / 5 TO "x uxem sea ws.� LEN TH STREET ROPp lWILTEECT nenlc n, a rT., JC P N l< "�G NIP LA BOOMS WOE / 1--2- CLEAN CRUSHED ROCK wpfr°i LOCe CATm.x /JO imAlFn TUM '8& "" zaxE �#n 6"MI%DEPTH FOR ROOK OR /,. OPE, �WRALM IB'MIN.DEPTH FEAR AS CHIPS p.ROWMIN IB" MINIMUM CUT OFF SRM �a TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC L NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK vi I+� TO STOP MUD MIGRATION THROUGH ROCK. EYE sOBE SOF ROCK CONSTRUCTION am= ENTRANCE ENGINEERING DEPARTMENT I'doe 5301 e 1 I \ .2' J CHANHAg9F4N'r-. 4� 1 :J• I , lie i• I Jl�il, FIE ydC H l I_ % _ v U RAI l 4 h C 7 If G Lokl SM&an�/ �. i�&76h t , cA/') -r>, 124 B L \ /P,\_. 1 0 r ll.. ANN H 400 1 �N USGS MAP NOT TO SCALE LJONCRI STEEL POST ClEcTortc FABRIC AT a 7. MAX SANCING AT a FNMAK. SPACING 5 TO "x uxem sea ws.� LEN TH STREET 75 FEET lWILTEECT nenlc n, a rT., Mean N l< "�G NIP LA BOOMS WOE / "Eve ON TI wpfr°i LOCe CATm.x EGGS imAlFn TUM '8& "" zaxE �#n SOL �WRALM _ p.ROWMIN fit A1. L vi I+� EYE sOBE a - is REPA r SILT FENCE MACHINE SLICED I SILT FENCE HEAVY DUTY I 5 ff. MIN. LINGTH STEEL MST ClEcTortc FABRIC AT a 7. MAX SANCING INS LEFT S A 75 FEET - UP 10 20 X 15 FEET GREATER MOH 20% 15 EAST ME - FOR SEDIMENT CONTROL EGGS ON OEM[6' mSILT FENCE TO BE A AN CONTOUR, °[/mAOT - SEIN. SM CO TERIA BELOW MW IT STORE C VAGRANOLE SILT WSILT FENCE, PREASSEMBLEDI� VAR�STOPE norz�� Manor AREAS, ANUMBE _ SEE mets. FF257C A CROPS A 0 m .. All. Sh..t PENN NOM GRAM OF MAX ��NG� "ASTHAN PC INS LEFT S A 75 FEET - LOCATON OF SILT FENCE 10 20 X 15 FEET GREATER MOH 20% 15 EAST LOCATION OF SILT FENCE FOR SEDIMENT CONTROL SILT FENCE BEAR VARIABLE All ii OUTSIDE W� CONSTRUCTION LATS LOCATON OF SILT FENCE FOR PEREMITLR CONTROL CMOF I SILT C91NRs$$EN FENCE aLvsm: a -az ENGINEERING DEPARTMENT wAtE NU 5300 FEE IprEQ C ECS ECM MIRAR FF101�o� � • NEENAH R-3067 • NEENAH R3512 BROAD DRAIN INLET PROTECTION (IP -1) SEMBLY K SIGN TO INDICATE THE LOCATIONOFTHECONCRETE WASHOUTAREA GROUND SURFACE r- BERM AROUND PERIMETER 12'110IN� 1 !z T -0 -MIN COMPACTED EMBANKMENT) WAS MINOR AS MATERIAL (TYP.) REQUINWAS COCAIN WASTE 3a 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 UNED WITH MINIMUM IO MILTHICK PLASTIC LINER. 3. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESSTO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 4. SIGNS SHALL BE PLACED ATTHE CONSTRUCTION ENTRANCE, AT THE WASHOUTAREA, AND ELSEWHERE AS NECESSARYTO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREATO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. S. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 6. AT THE EN D OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. T WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE Cm. 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 VERDE STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND/OR ELEVATIONS OF EXISTING IRILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE MEASUREMENTS TAKEN IN THE FIELD. THE SUBSURFACE UTILITYINFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL T THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF QASCE 39-02 ENTRLED"STANDARD GUIDELINES FOR THE COLLECTION AND Q DEPICTION OF EXISTING SUBSURFACE UTILITYDATA."THE INFORMATION IS NOTTOTO REQUEST EXACT FIELD EXACT OR COMPUTE. THE CONTRACTOR MUSTCONTACT OF TTHE HE APPROPRIATE UTILITY CATS ANIFSAT LEAST UFFU HOURS BEFORE ANY WITH THE PRO REQUEST R ACT FIELD LOCATION OF UTIUTI INS. T SHALL BE LOCATIONS RESPONSIBILITY UES SH CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITHTHE LL AT 8EDIMPROVEMENTSSHOWN ON THE PLAINS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTO0. BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 000.252-11660fl 651-05443002 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 TOPWRAPHIC SURVEY PREPARED BY DATEDXX-%X-XXXK. IF CONTRACTOR MFS NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, THEY SHALL HAVE MADE, AT THEIR EXPENSE, ATOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT BE TO THE OWNER FOR REVIEW. SEE ATTACHED SURVEY SHEETS. T THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASESOFTHIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. S. THE STORMWATER POLLUTION PREVENTION PLAN(SWEEP) IS COMPRISED OF THIS DRAWING EROSION& SEDIMENTATION CONTROL PLAIN ESC PIAN THE STANDARD DETAILS THE PIAN 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 ACOPY OF THE SW PPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (KNOBS 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 BMPS AS REQUIRED BY THE SWPPP&PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION& MAINTENANCE OF TERMINATION ATIO AND EROSIONPREVENTIONFROM BEGINNING OFCONSTRUCTION AND UNTIL C ASAPPROVED IS COMPLETED, ITIONALAPPROVED BYHAALL AUTHORITIES, THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR OF CONSTRUCTION. T I PERMIT. ADDITIONAL BMP 'SSHALL BE IMPLEMENTED AS DIRAIEO BY CONDITIONS AT NO ADDRIONALCOST TOOWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. S. CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART IIIA.20F THE GENERAL PERMR 9. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL,STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLSAS DIRECTED BY PERMITTING AGENCY OR OWNER. 10. ESC PIAN 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 PMCTICAL OR AS REQUIRED BYTHE 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 AR EMPLOYEE PARKING AR AND AREA FOR LOCATING PORTABLE FACILITIES OFFICE MAILERS AND TOILET FACILITIES. EA Eq 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 PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO U FUZE 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 5UPPRESSION 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 WRH 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 PIAN, 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 DSJ SEED MIXTURE NUMBER 1CO OR 110 DEPENDING ON THE SEASON OF PIANTING ( SEE MN/OOT SPECIFICATION SECTION 2575 3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/MT SPECIFICATION SECTION 2575.3. TEMPORARY MULCH SHALL 0E APPLIED IN ACCORDANCE WITH MWOOT SPECIFICATION SECTION 2575.3F1 AND 2575.36. ALTERNATIVELY, HYDRAULIC 50IL STABILIZER IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.311 MAY BE USED IN PEACE OF TEMPORARY MULCH. 21. DISTURBED PORTIONS OFTHE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE TIMETABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. 22. 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 TH E 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 CONDORS & 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, TH E CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES(SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.I TO PREVENT EROSION. 27. ALL CONSTRUCTION SHALL BE STARI LIZED AT TH E END OF EACH WORKING DAY, TH IS INCLUDES BAIXFI LUNG OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. essimmil MAINTENANCE NOTES: ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PIAN AND IN THE STORM WATER POLLUTION PREVENTION PIAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR ACOMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PIAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER RAINFALL EVENT GREATER THAN 05 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. ALL SI LT FENCES MUST BE REPAI RED,REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFU NOTIONAL OR THE SEDIMENT REACHES 1/4 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 AN D PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AN D 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 LVA. OF THE GENERAL PERMITI. 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 PEACE 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 PEACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. THE CONTRACTOR 15 RESPONSIBLE FOR CONTARING ALL LOCAL, REGIONAL. STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPUCABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF -SRF SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF -SRF PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN ASHORTER TIME TO COMPLY WITH PART I 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 PERMITTEES) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL ACCORDING TO PART 11.B.5 OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, ANDA 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 ATA 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 HALING TO USERS OF PUBLIC STREETS). 7. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES 15 REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA. -'Swbatek www.sambatek.com 12800 Whitewater Drive Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering l Surveying l Planning l Envibon nental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD MN 55331 Vol U i v E 1' REe PASS PARTNERS EVLOPMENT COMPANY Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that QX plan, Specification Or report was prepared by me Or under my direct superyS on and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota elr/ Michael G. B 4 T 1 r Registrati60 Date: 06/01/2015 If appliesintact us for a wet signed copy of this plan which is a salable upon request at Sambatek's, Minnetonka, MN office, Summary Designed: MGB Drawn: rnw Approved: EWM Book/Page: Ph ase: PRELIMINARY Initial Issued:06/01/2015 Revision Histo ry 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 C5e03 Project No.VEN20145.01 mob— b I I I I I I I I I I I I I I j� II 22 LF -6 DALE •.I HDPE @ 0.00% 17 SUMP ligHlai I W/SAFE 6AFFLE' IE -9494 E 6NW 4 NW I IE -942 SDMPIE 159LF 12" IHDPE@ 2.0000, A a STMH 103 RE=947.54 IE=942.34 IS Is , I aO' �ite 136 LF -OPER 0. IL \ HDPE00' \ a\158HE- HDEE I T \ a\ C A R CONNECT TO EXISTING SANITARY SEWER MANHOLE _ IE=942.78 /— \ 8 LF 12" T� HOPE @1.00% c O �m 2c ov a A.as CONTECHJEMWISH FI TEIa (REFERTOSHEETC7.03) - RE IE 938.65\,/y / N / EMS IF 1I T 1 F-12" F IT E In 100%, WET TAP EXISTING Be WATERMAIN WITH 8" GATE VALVE BU: 25p6gN� / _ IB, "X6" X6 TEE — wH}B M REDUCER ILS riLIE -6"DVCVC idr :` r V7 un PROMENADE W1 HYDRANT ATI IT W/HYDRANT 26 L12 Do LOT DRE @ 1. D% RE=950.35 IE=946.7 _(...' LI -4 VIA 1°. FIRE DEPARTMENT CONNECTION 6"SANITARY SEWER SERVICE IE=944.50 15 LF - 6" PVC SDR 25 @ 2.00% 6" CLEANOUT E=944.20 PROPOSED BUILDING 19,909 SF ABOTTOM OF FFE-951.50 DRAINTILE IE=942.34(TYP) 'OVO 16 LF TRENCH ,o DRAIN IE -94514 �pDNOQ"` RN °NOp% 6" DIP 'APIA°I2)6 95°BEND 40 LF -8" oa e0° °°°° ° PVC @ 2.00% SUMP MH 109 136 LF 12 DRAINTILE W/SAFE BAFFLE 260 LF -12" HDPE @ 0.00% RE -949.43 CBMH 108 DRAINTILE HDPE@ IEINW, N)=944.34 RE=946J0 0.00% IE=942.34 STMI! 102 IE=942.34 RE=945.84 -�3,�. 4 IQSW,NW,SE)=942.34 99 $g IE=939.26 °X " „ " „ " „ "end °°a°"°a°P°2iA ° °O°RI 6" COMBINED WATER SERVICE REFER TO MECHANICALPLANS ROOF DRAIN FE=945.00 TRANSFORMER TRANSFORMER 33 UT 10" " \1= FIVE @200% 1R 13 LF -10' \�°o��- Ed CBMH 2O2 CURB & GUTTER RE=946.14 RE=945.81 a— HIT ---- M SANITARYSEWER ►---I F---------0 FORCEMAIN (SAN.) � WATERMAIN ►4I—I --+MI---� eoe9eoe^ TONSrRUCTO DRAINTILE EEE va 36 ° PIPE UL UE °° 3LF-12 (FIELD VERIFY 12 LF -12" HDPE @ 1. o 44 44 HQBE 2.00% 44 Res,53z44 mzm M,m P IS 4�4 4 4 4 d 4— e925.By9 D4 LAKE DRIVE — 1I I I DUII 106-12" / HDPE @ 1.009 �� STIM •� — _ REVISEl%ISTING GRATE -# 105 UD LID �' :• •° IE IN) =938.55- IE=938.15 HE ' RELOCATE IRRIGATION SERVICE TO HERE CONTACT IRRIGATION SUPPLIER FOR DETAILS gis000000ni-EGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER a— HIT ---- M SANITARYSEWER ►---I F---------0 FORCEMAIN (SAN.) 11A Fit 11A ----Q 0 TO D ---0 WATERMAIN ►4I—I --+MI---� EASEMENT — — — — — — — ------- DRAINTILE —FFA—FFR—— "A —AaA— GASLINE ¢ a ELECTRIC UL UE TELEPHONE UT —UT FUTILITY 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 WI LIE BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. D. SAFETY NOT CE 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 15 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 61NCHES 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. (OPTIONAL) H. THE TREES AND OTH ER NATURAL VEGETATION WITH IN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT OPERATED TREES WHICH ARE TOBE SAVED EX BE SURE THAT EQUIPMENT 15NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION T, THE TREE BRANCHES REQUIREREMOVALTOPERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR RESULT IN BEGINNING OF THE OPERATION. SHOULD THE REMOVEDCONTRACTIORS'OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED MINIMIZE DAMAGE. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADIDI NG CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MAGE. 1. THE CONTRACTOR AND THEIR SUPPLIER SHALL DETERMI HE THE MI NIMUM DIAMETER FEEL IRED FOR EACH STORM SEWER STRUCTURE. STORM SEWER STRUCTURE SCHEDULE NUMBER* TYPE CASTING" "INDICATES NEENAH FOUNDRY CASTING NO., OR APPROVED EQUAL Fo sla "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. THE SURCURFACE UTUTY INFORMATION VOo a2,TITLED-nANDAROMOI UN�w LEVEL MERo .� ImONO DETERMINED tD SUBMI n DAE SU,wNm.CIN I yA,r DETERMINE THE OP.r<,Gunpn Or al ENSURE UTILITIES BEEMEry 09iMINGOEM BY CONTunxG THE NOTIFICATION CENTER (GOPHER STATE ME MR MiNNEs A). THE oEORM:U�,�R MkAGREEroBEFULLYRESPONSIBLE FORMyANDALL A E:.WHNH MIGHTBEINTEMonED BY NORTH HIS OR HER EuwR TO EXACTLY LOCATE ADD PRESERVE AWARD But UTILITIES (UNDERGROUND AND OVERHEAD) 0 30 60 IF THE W�UOR ENCOUNIFEED ANY DRAIN TIN VVITHIN THE III HE OR SHE SHALL FOUR THE ENGINEER RUTH THE LOCATION, SIZE, INVERT AND IF THE FILE LINE IS ACTIVE, NO EMPIRE DRAIN FEE SHALL BE RACKFULEO Wn OUr PRMFROM THE NeaECT ENGINEER. SCALE IN FEET Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Mlnnetgnka, MN 55343 763.476.6010 telephone 763.476.8532 facsimlle Engineering I Surveying I Planning I Fn ilramental Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 Vol ME i v E''ITUREe PASS 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. 4M.Na Nw/` Michaele B Registrai 60 Date: 06/01/2015 If applHICHN, clismact us for a wet signed copy of this plan which is ava fable upon request at Sambatak's, Minnetonka, MN office. Summary Designed: MGB Drawn: rew Approved: EWM Book/Page: Phase: PRELIMINARY Initial Issued: 06/01/3015 11 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 C6.01 Project No.VEN20145.01 mob— b I I I I I I I I I I I I I I I I I I �I 22L-6"DRAINTI HDPE @ O.q 1 I tFSUMP MH W/SAFL BA RE=94 i IE=942.64 1] LE -1L HDPE L00O a STMH 103 on RE=947.54 IE=942.34 5 �� 136 LF-6"DR IN It \ HOPE @0.00' \ a\ItF 158 HE -E OF H DEEPET a\ i a\ C R CONNECT TO EXISTING SANITARY SEWER MANHOLE _IE=942.78 PI EMS 1 F-12" \ 100%, WET TAP EXISTING Be WATERMAIN WITH 8" GATE VALVE BUK 25p6gN� / o4 INDIA` RCT X6" — wH}aMREDUCER -P" ILS riLIE -6"DVCVC idr —/'J BM III I X 6 rEE _ 6" GATE VALVE W/HYDRANT PROMENADE ,\IDPE�@L�046 IRE=950.35 T C FIRE DEPARTMENT CONNECTION 6" SANITARY SEWER SERVICE IE=944.50 15 LF - 6" PVC SDR 25 @ 2.00% 6" CLEANOUT IE=944.20 PROPOSED BUILDING 19,909 SF BOTTOM OF FFE-951.50 DMINTILE IE=942.34ITYP) ° +b� OF 6 N r N ate. oa 11 LET "'OE _ °(0^ran °°6e°�O de'°�°OEN P��O°dT° bO° °Doo° — 16 LF TRENCH STy6 °d^E=0° 04, DRAIN PF 0 uYAb ° ° °fie DRAIN @ 0.50% °'°iF'6o°Se-° \VENOgA'LY"" IE=945.14 \f °aIV ;S 6pVt1t..en`k e@b' Y 0. N F F ^°off 1° V A 4 �0 •1 °\� 6" DIP O \ S\ IVF°(2)6"-95'MEND pVC@20090 FF SUMP MH 109 °6 \ °136 LF 12 DRAINTI LE W/SAFL BAFFLE HDPE 000% 260 LF -12" @ RE -949.43 CBMH 108 DRAINTILE HDPE@ IEINW, N)=944.34 BCEC�!6!.7!O 0.00%IE=942.34 �STMII 102 4 \••o " ., ;awl � RIESWN W SE =942310 1 DO 010, 010 100 0,0,0 ., -3f=45.84 4•°°Oi „ °P, IE=939.26 „„ A� \ 8 LF 12” �t Hove@I.W% ?y o F 00 < A.as CONTECIIJELLYFISH FI TER (REFERTOSHEETC703) RE 943 00 •% . IE 93865�,/yy^1 / N / 6" COMBINED WATER SERVICE REFER TO MECHANICAL PLANS ROOF DMIN FE=945.00 TRANSFORMER TRANSFORMER — \ ° 0 0��- ° o�PIEIPI, mn zul CBMH 2O2 DO Yeo 00 ° ° RE=946.14 STORM SEWER RE=945.81 UP1 ►---I(g�--k—gg FORCEMAIN (SAN.) � 11 WATERMAIN I �� ° TONSrRURO DRAINTILE IRA Pit, —"A "A GAS LINE 36 PPIPE UE UE TELEPHONE (FIELD VERIFY 12 LF -12" HDPE @ 1. o 44 44 HQBE 2.00% 44 REs,5RzIF M,m IE 91 S 444— e925.By9 LAKE DRIVE 106-12"/ HDPE @ J.ol 100 REVISE %ISTING GRATE -# •� — _ O SOLID LID �':••" A,p IE(N)=938.55 i /,e':3 IE=938.15 HE ' 33 LF -10" PVCq @ 2. 13 LF -10" RELOCATE IRRIGATION SERVICE TO HERE CONTACT IRRIGATION SUPPLIER FOR DETAILS / gis000000nLEGEND PROPOSED EXISTING XS.J gis000000nLEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER �1►� �W� MNITARYSEWER ►---I(g�--k—gg FORCEMAIN (SAN.) Iii a Iii ----Q ()— D TO D WATERMAIN I �� EASEMENT — — — — — — — --- DRAINTILE IRA Pit, —"A "A GAS LINE ¢ a ELECTRIC UE UE TELEPHONE U7 —UT FUTILITY 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 DO RING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR W ILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. D. SAFETY NOT CE 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 61NCHES 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. (OPTIONAL) H. THE TREES AND OTH ER NATURAL VEGETATION WITH IN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT OPERATED TREES WHICH ARE TOBE SAVED EX BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION T, THE TREE BRANCHES REQUIREREMOVALTOPERMIT OPERATION OF THE SERVICE TRIM EQUIPMENT,HESHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICETOHIS THE TREES RESULT IN 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 INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MAGE. I. THE CONTRACTOR AND THEIR SUPPLIER SHALL DETERMI HE THE MI NIMUM DIAMETER FEEL RED 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. VO0 a2,TITLED-nANDAROMOI UN�w LEVEL OUERo .� ImONO DETERMINED SUESURI nDAESU,wNm.Cf SHUT DETERMINE TH(Y.R,GanpnOFAIEASTMAN UTILITIES BEENEnWE LNVM BYCONTiaI.GTHE NOTnI�TnNCENTm(GOPHER STATE MEMRMINNgITHE DPOR":U�,�RMkAGREEroBEFULLYRESPONSIBLE FOR MyAND ALL aE:.Werra MIGHT BEAGE ORNED By NORTH HIS OR HER FAILURE TO EXACTLY LOCATE ADD PRESERVE AWARD IRA UTILITIES (UNDERGROUND AND OVERHEAD) 0 30 60 IF THE W�UOR ENCHOUNIFEED ANY DRAIN TIN PRITHIN THE SHE, HE OR SHE SHALL I THE ENGINEER RUTH THE LOCATION, SIZE, INVERT AND IF THE nU UNE IS ACTIVE, NO ACTIVE DRAIN FEE SHALL RE RACKEnuD Wn OUr PRMFROM THE NFL(= ENGINEER. 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 Vol U i v E''ITUREe PASS PARTNERS Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that HIS 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. Michaele B NET Reg st C 60 Date 06/01/2015 If applHICHN, climact us for a wet signed copy of this plan which is annalable upon request at 5ambatak's, Minnetonka, MN office. Summary Designed: M6e Drawn: 1MW Approved: EWM Book/Page: Phase: PRELIMINARY Initial Issued: 06/01/1015 11 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 M01 Project No.VEN20145.01 See City Plate No. 3107 for riprap placement. el_�Tle e joints.lt fastenersstall ator bottom 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. QFIOF FLARED END SECTION ANDY RPaADDED o:z-10 ENGINEERING DEPARTMENT No.. 3108 FILE NAME: G: ENG SPECS 3108 24"x36" slab opening for Neenah R3067—V or equal ote: 1— V Grate shown 2— W Grates shall be used at all low points. Neenah R3067—V casting and grate or equal. PLAN /Minimum of 2 maximum of 5-2" Cone. collar f/ concrete adjustment rings with full beds of mortar. Precast concrete or HDPE adjusting rings. I DROP LID NEENAH R-4342 GRATE OR Tyler Varies APPROVED EQUAL 59 Bibby—Ste—Croix GONG. ADJUSTING RINGS (2") No. 60 MIN. 2 Mueller No. MAX. 4 14" 5" 40. all 1/4" MORTAR BETWEEN 6" THICK CONC. 6„ CASTING. RINGS & STRUCTURE. COLLAR TTP. ( ) MORTAR SHALL MEET MnDOT VB520 No. SPEC 25D6.213. 9" 31" NOTE 58 9bIA RONFORCING TO CONSIST OF No. 59 5" ,4 BARS AT S' O.C. Boni WAYS VB523 sE WALLS TO BE PRECAST SECTION 26" MnDOT 8612 OR GONG. SEWER BLOCK M PRE—CAST OPENING AS REQUIRED " — .. \NOTE: 8��e 12„ 3. GOING. BASE SHALL BE 6" S-7' DIA POURED IN PLACE OR 5" PRECAST SLAB CATCHBASIN (27" DIA.) DESIGN SPECIAL 2 CfffOF TYPICAL 27" DIAMETER Raw o 1/2' CATCH BASIN REMSED.z to f DEC ENGINEERING DEPARTMENT 3103 FILE NAME C: C SPECS 3103 See City Plate No. 3107 for riprap placement. el_�Tle e joints.lt fastenersstall ator bottom 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. QFIOF FLARED END SECTION ANDY RPaADDED o:z-10 ENGINEERING DEPARTMENT No.. 3108 FILE NAME: G: ENG SPECS 3108 24"x36" slab opening for Neenah R3067—V or equal ote: 1— V Grate shown 2— W Grates shall be used at all low points. Neenah R3067—V casting and grate or equal. PLAN /Minimum of 2 maximum of 5-2" Cone. collar f/ concrete adjustment rings with full beds of mortar. Precast concrete or HDPE adjusting rings. I 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. Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for (o each ei o depth greater than 14', 1 and reinforce with greater 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2" toward invert. affOF I TYPICAL 49 DIAMETER CATCH BASIN MANHOLE REMSED: 2-10 ENGINEERING DEPARTMENT No.. 3102 7E NAME: C:\ENG\SPECS\3102 DROP LID E E Tyler Varies Mueller 59 Bibby—Ste—Croix 4'-0:. Typ No. 60 24" Mueller No. 58 14" 5" 40. No. 59 6„ 7; Bi VB520 No. 57 9" VB521 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. Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for (o each ei o depth greater than 14', 1 and reinforce with greater 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2" toward invert. affOF I TYPICAL 49 DIAMETER CATCH BASIN MANHOLE REMSED: 2-10 ENGINEERING DEPARTMENT No.. 3102 7E NAME: C:\ENG\SPECS\3102 No. 6860 7.5' Minimum cover required No. H-10361 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 DROP LID wATIR Tyler Bituminous Material Mueller 59 Bibby—Ste—Croix R,r® No. 6860 7.5' Minimum cover required No. H-10361 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" Bituminous Material No. 59 18" PITY AS NEEDED PER No. 60 24" Mueller No. 58 14" or No. 59 20" Bibby—Ste—Croix Bi 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. V8516 60" 60" Valve and Box to be r: plastic wrapped per Iv�l 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, T-6 extended, /j6 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 C-515-80 Standards With All Stainless Steel Nuts & Bolts. 18"X18"X8" Concrete Block C[FIOF I TYPICAL GATE VALVE CM AND BOX INSTALLATION ANCEN REMsm:2 ENGINEERING DEPARTMENT PUTS No.. 1006 FlLE NAME G: C SPECS 1006 HYDRANTS SHALL BE CLOW MEDALLION OR WATEROUS WB -67-250 ALL HYDRANTS MUST BE APPROVED BY CITY 6" 1 Distance to CE variable 1/2"r 3slTop Bituminous Material MOUNT APPLICATION, USING RED & WITE REFLECTIVE 1STAIA. BOX (SNAKE COR 1/2"r PITY AS NEEDED PER slope DETAILS `O 3 4!ft WIRE OR CUTTER ONE PER 9=ClI0N 2.03a. HYDRANT or M N n Bi 8"• 18" MnDOT B618 Concrete Curb and Gutter 6" 1 Distance to variable 1/2"r—\3r /2"r Top Bituminous Material slope �1 m 3�4 Pef MnDOT 8612 Concrete Curb and Gutter " .. \NOTE: 8��e 12„ 7 -or Dse Only with Private Driveways, ar Pking Lots, or Metlians. 28"R 12"R 16" Top Bituminous Material 68"R r � o 1/2' ac + f 17 1/2" 101/2" Surmountable Concrete Curb and Gutter 28" 4" 4" 1 1/8"r � Bituminous Surface Bituminous Curb eT 6" Shoe Formed N} aff OF TYPICAL CURB CM AND GUTTER REwseO: 3-10 ENGINEERING DEPARTMENT PUTE 5203 FILE NAME:G\ENG SPECS 520.3 HYDRANTS SHALL BE CLOW MEDALLION OR WATEROUS WB -67-250 ALL HYDRANTS MUST BE APPROVED BY CITY VALVE BOX/ STREET 24" MIN. HYDRANT 910E PND THE HYDRANT MARKER SHALL BE A SPRING MOUNTED 3' FIBERGLASS ROD 5' IN OVERALL LENGTI, FOR SIDE IN STALL MAGNETIZED MOUNT APPLICATION, USING RED & WITE REFLECTIVE 1STAIA. BOX (SNAKE COR TAPE WRAPPING OVER THE FLI LENGTH OF THE PITY AS NEEDED PER Rte' DETAILS EXISRNG OR FUTURE 5550,5501,5502 WIRE OR CUTTER ONE PER 9=ClI0N 2.03a. HYDRANT VALVE BOX/ STREET 24" MIN. HYDRANT 910E PND 3' 2' BARREL 91ALL BE AS REQ IRED PLASTIC WRAPPED E PER 9=ClI0N 2.03a. or i n Bi 'n 1 CUBIC YARD OF � GATE VALVE TEE 1 1/2" CLEAR ROCK WTH ADAPTER AND 2 LAYERS OF POLYETHYLENE (4 MIL) B=%18=X5" SOLD 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 NA 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 MTX PLASTIC WRAP OR BAG TO INDICATE THAT IT IS OUT OF SERVICE ClFI OF I TYPICAL MMSC�� HYDRANT EN REVISED: 3-1 ENGINEERING DEPARTMENT PUTE No.. 1004 FILE NAME: G: NC SPECS 1004 b 1k Snbatek 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Envlramemal Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 MTUREe PASS 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. e �tw Michael G. B Registratt 60 Date: 06/01/2015 If applil 01muct us for a wet signed copy of this plan which is available upon request at Sambatek's Minnetonka, MN office. Summary Designed: MGB Drawn: rnw Approved: Ewho Book/Page: Phase: PRELIMINARY Initial Issued: os/o1/zols 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 Use MINUET 3149.2A Granular Borrow -1 VARIES : Use MNDOT 3149.2H Course Filter Agg. (Pipe Foundation Material if .. Required) The bottom of the trench shall be shaped to fit the pipe barrel for at least 50% of the outside diameter Pipe Dia. X 0.5 Min. "Dia" Denotes outside diameter of pipe 1.TES- When en existing soil conditions are not acceptable for backfill 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 embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. CfffOF PIPE BEDDING IN POOR SOILS REVISED: 1-10 ENGINEERING DEPARTMENT Pure 7072 2 �01 FILE NAME: Be G SPECS NOTE: ANY SIGN FREE PAR STANDING IN ASPHALT PARKING VEHICLE ID LOT SHALL BE REQUIRED MOUNTED AS UP TO $200 FINE SHOWN. FOR VIOLATION 111 VAN ACCESSIBLE STANDARD MNDOT SIGN NO. Il ACCESSIBLE SIGN AT PLACE CASTING R-19]600.00000 I wo� RIGHT HAND U.� DUCTILE IRON DISCHARGE PARKING ++++++++++++++++ 000 SPACES THREADED PLUG ++++++ 4"x4"STEEL TUBE + + + + + + + (SEE SIGN DETAILS _ IN PAVED AREAS + + + + + + Bc + + THIS SHEET) + + FINISHED GRADE + + + + + SBC + + + in 6" BACK OF CURB 5"0 SCHAO STEEL + + + + + + + + + FEMALE ADAPTOR PIPE -FILL WITH CONC. n A� PLAN VIEW OF RAMP ROUND ALL PAVING 0.08 FT./FT. SLOPE OF FLARED SLOPED INTERSECTIONS ONE WRAP OF #30 J 6" D.I.P. CLEANOUT STACK ROOFING FELT FT./FT. - 0.08 Fi./FT. SLOPE) _. ... ,.. ILIIan !15 _.. GRANULAR BASE CONCRETE IT "Bc" Denotes outside diameter of pipe Embedment Material Foundation - If Required (see Note 1) NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.211 course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.2B select granular borrow with 100% passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. CITIUF I PIPE BEDDING IMMM FOR P.V.C. PIPE 11REMBEJr. z -1a ENGINEERING DEPARTMENT IFIA� 2203 RLE NAME llACCE7 I I NGNSPECSNPY03 ENING 3 OPI I . O1 02 ACCESSIBLE PARKING SIGN CURB CUT N.T.S. N.T.S. SECTION a� ��g�e,. ��••�•rY�t�i2it• RIPRAP Af INV ...;•. REQUIREPLAN RIPRAP PIPE DIA. RIPRAP REQUIRED GRANULAR FILTER REQUIRED TO UNDER RIP RAP I TO • CY CL.3 LAYERS OF •I TO OR EQUAL 54" AND UP 62 CY and up CL.4 • - cubic yard is approximately 2,800 c, 2' RIPRAP Granular Filter n / (MNDOT"• SECTION NITS RIPRAP •••,•��1�•{%tom•.• a • •.••• SECTION Granular Filter (MNDOT 3601.2B) NITS RIP RAP DETAIL aTTIIIIIIII1 3'-8" 3'-B" 50%-65%OF BASE DIAMETER / ^ O] ^ NR DESIRED MINIMUM ]/g.co CONCRETE WALK OUTER LIMITS OF CONCRETE WALK A� > �vd DOME SECTION / 'yil, 4._0.. 651 \ 1-5/8"-2-3/B" 1-5/B"-2-3/8" 5.$,. 5.$.1 000000 T o 0 O 15/I6"(TYPJ 5/8"MIN rv5/8"MIN O N I ) T1 DOME SPACING DOME(TYP) PLACE CASTING R-19]600.00000 wo� wo�0°0�0 DUCTILE IRON ++++++++++++++++ 000 THREADED PLUG ++++++ + + + + + + + + + + + IN PAVED AREAS + + + + + + Bc + + + + + FINISHED GRADE + + + + + SBC + + + 6" BACK OF CURB + + + + + + + + + + FEMALE ADAPTOR FRONT FACE OF CURB A� PLAN VIEW OF RAMP "Bc" Denotes outside diameter of pipe Embedment Material Foundation - If Required (see Note 1) NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.211 course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.2B select granular borrow with 100% passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. CITIUF I PIPE BEDDING IMMM FOR P.V.C. PIPE 11REMBEJr. z -1a ENGINEERING DEPARTMENT IFIA� 2203 RLE NAME llACCE7 I I NGNSPECSNPY03 ENING 3 OPI I . O1 02 ACCESSIBLE PARKING SIGN CURB CUT N.T.S. N.T.S. SECTION a� ��g�e,. ��••�•rY�t�i2it• RIPRAP Af INV ...;•. REQUIREPLAN RIPRAP PIPE DIA. RIPRAP REQUIRED GRANULAR FILTER REQUIRED TO UNDER RIP RAP I TO • CY CL.3 LAYERS OF •I TO OR EQUAL 54" AND UP 62 CY and up CL.4 • - cubic yard is approximately 2,800 c, 2' RIPRAP Granular Filter n / (MNDOT"• SECTION NITS RIPRAP •••,•��1�•{%tom•.• a • •.••• SECTION Granular Filter (MNDOT 3601.2B) NITS RIP RAP DETAIL aTTIIIIIIII1 3'-8" 3'-B" 50%-65%OF BASE DIAMETER / ^ O] ^ NR DESIRED MINIMUM ]/g.co CONCRETE WALK OUTER LIMITS OF CONCRETE WALK A� > �vd DOME SECTION / 'yil, 4._0.. 651 \ 1-5/8"-2-3/B" 1-5/B"-2-3/8" 5.$,. 5.$.1 000000 T o 0 O 15/I6"(TYPJ 5/8"MIN rv5/8"MIN O N I ) T1 DOME SPACING DOME(TYP) XX" (DIP OR FIVE) WYE NOTE: CLEANOUT FITTINGS, INCLUDING THE WYE AND STACK SHALL BE DUCTILE IRON, ONLY IF THEY ARE PLACED IN PAVED AREAS. 03TYPICAL CLEANOUT N.T.5. ELEVATION OF RAMP CURBORCURB SA" (D ANDGUTTER PEOR FIATTTR OpBTi YHlFTSI.O- .: CONCRETE WALK 1 SECTION A 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. lO. 1/2 INCH PREFORMED JOINT FILLER MATERIAL AASHTO M 213. O VARIES WITH CURB HEIGHT. EXAMPLE SHOWN IS FOR B' CURB HEIGHT. 0 6"TO8" IS THE REQUIRED OFFSET OF THE DETECTABLE WARNINGS/TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB, OR PLACE THE DETECTABLE WARNINGS ATTHE BACK OF CURB. O ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2'0"MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH IT 0" OR 4'0" VP.) OF THE CURB RAMP. THIS 2' 0" BY T 0" OR 4' 0" WIDTH (TYPT TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BEA LIGHT COLOR (LIGHT GRAY, WHITE, OR YELLOW) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BEA DARK COLOR (RED, BLACK, DARK GRAY, OR BRIGHTYELLOW) WHEN THE ADJACENT SIDEWALK IS A NAI OR LIGHT GRAY CEMENT COLOR. O THE TRUNCATED DOME AREA MAYBE 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. 4'0" FOR NEW CONSTRUCTION. 3' 0" ALLOWED FOR RETROFITS OR PRESERVATION PROJECTS. ]O WHEN POSSIBLE, PROVIDE A PATH OF TRAVEL 4'0" WIDE BEHIND THE PEDESTRIAN RAMP. ARELATIVELY FLAT (2% MAXIMUM SLOPE( 4' X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. 04PEDESTRIAN CURB RAMP N.T.S. Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 faoelmlle Engineering I Surveying I Planning I Envlramentel Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 MTUREE PASS 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. Michael G. B Registrati 60 Date: 06/01/2015 If applies ntact us for a wet signed copy of this plan which is available upon request at Sambatek's Minnetonka, MN oeice. Summary Designed: MGB Drawn: rnw Approved: Ewho Book/Page: Phase: PRELIMINARY Initial Issued: 06/01/3015 Revision History No. Date By Submittal/Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMDTAL Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C7,,02 Project NO.VEN20145.01 PLACE CASTING R-19]600.00000 wo� wo�0°0�0 DUCTILE IRON 000 THREADED PLUG APPROVED EQUAL ON CLEANOUTS00000 IN PAVED AREAS 6. FINISHED GRADE 6'3" BACK OF CURB 3 FEMALE ADAPTOR FRONT FACE OF CURB A� PLAN VIEW OF RAMP ROUND ALL 0.08 FT./FT. SLOPE OF FLARED SLOPED INTERSECTIONS SIDE (IF EXISTING CONDITIONS DO J 6" D.I.P. CLEANOUT STACK NOT PERMIT, MAY USE OFE) FT./FT. - 0.08 Fi./FT. SLOPE) _. ... ,.. _.. ....-.:. ,.. ....:... CONCRETE5 3" MINIMUM ` 6' 3" lD 4 (D 6 3" (D 45' LONG RADIUS 16'-6" BEND IN XX" (DIP OR FIVE) WYE NOTE: CLEANOUT FITTINGS, INCLUDING THE WYE AND STACK SHALL BE DUCTILE IRON, ONLY IF THEY ARE PLACED IN PAVED AREAS. 03TYPICAL CLEANOUT N.T.5. ELEVATION OF RAMP CURBORCURB SA" (D ANDGUTTER PEOR FIATTTR OpBTi YHlFTSI.O- .: CONCRETE WALK 1 SECTION A 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. lO. 1/2 INCH PREFORMED JOINT FILLER MATERIAL AASHTO M 213. O VARIES WITH CURB HEIGHT. EXAMPLE SHOWN IS FOR B' CURB HEIGHT. 0 6"TO8" IS THE REQUIRED OFFSET OF THE DETECTABLE WARNINGS/TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB, OR PLACE THE DETECTABLE WARNINGS ATTHE BACK OF CURB. O ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2'0"MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH IT 0" OR 4'0" VP.) OF THE CURB RAMP. THIS 2' 0" BY T 0" OR 4' 0" WIDTH (TYPT TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BEA LIGHT COLOR (LIGHT GRAY, WHITE, OR YELLOW) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BEA DARK COLOR (RED, BLACK, DARK GRAY, OR BRIGHTYELLOW) WHEN THE ADJACENT SIDEWALK IS A NAI OR LIGHT GRAY CEMENT COLOR. O THE TRUNCATED DOME AREA MAYBE 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. 4'0" FOR NEW CONSTRUCTION. 3' 0" ALLOWED FOR RETROFITS OR PRESERVATION PROJECTS. ]O WHEN POSSIBLE, PROVIDE A PATH OF TRAVEL 4'0" WIDE BEHIND THE PEDESTRIAN RAMP. ARELATIVELY FLAT (2% MAXIMUM SLOPE( 4' X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. 04PEDESTRIAN CURB RAMP N.T.S. Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 faoelmlle Engineering I Surveying I Planning I Envlramentel Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 MTUREE PASS 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. Michael G. B Registrati 60 Date: 06/01/2015 If applies ntact us for a wet signed copy of this plan which is available upon request at Sambatek's Minnetonka, MN oeice. Summary Designed: MGB Drawn: rnw Approved: Ewho Book/Page: Phase: PRELIMINARY Initial Issued: 06/01/3015 Revision History No. Date By Submittal/Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMDTAL Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C7,,02 Project NO.VEN20145.01 HEAVY DUTY PAVEMENT STANDARD DUTY PAVEMENT BITUMINOUS WEAR COURSE BITUMINOUS BASE COURSE CLASS 5 AGGREGATE BASE, MN/DOT 3138• 12" SELECT GRANULAR MATERIAL 3149.26 WITH LOUIS PASSING THE 31NCH SIEVE AND LESS THAN 5% PASSING THE 200 SIEVE GEOFABRIC, NPLE OTTYPE V, MIRAFI SOON BITUMINOUS WEAR COURSE BITUMINOUS BASE COURSE CLASS X AGGREGATE BASE, MN/DOT 3138* SELECT GRANU LAR MATERIAL, MN/DOT 3149.20* (FABRIC, MN/DOTTYPE V, MIRAF15WX NOTES 1. THE PAVEMENT SECTIONS SHALL BE CONSTRUCTED IN e (DEG.) MIN. MAX. ACCORDANCE WITH MNDOT "STANDARD SPECIFICATION Ys FOR CONSTRUCTION", AND ALSO THE REQUIREMENTS OF 12 THE OWNER'S SOIL ENGINEER. 2. ALLTHICKNESSES, AS SPECIFIED,ARE TO BE CONSIDERED *REFER TO MN/DOT SPECIFICATIONS MINIMUM DEPTHS, AFTERCOMPAC10N. 3. MN/DOT SPEC. 2357 BITUMI NOUS TACK COAT SHALL BE 34 130 230 12 PLACED BETWEEN SUCCESSIVE BITUMINOUS LIFTS AND 34 130 230 12 AGAINST ABUTTING CONCRETE CURB EDGES. 4. RECYCLED BITUMINOUS WEAR COURSE MIX WILL NOT BE 44 140 220 12 ALLOWED. 44 140 220 12 30 OS BITUMINOUS PAVEMENT SECTIONS N.T.S. 54 150 210 12 of (IN.) H (IN.) e (DEG.) MIN. MAX. y (IN.) Ys D 12 34 130 230 12 LL y Z U_Nj j 15 34 130 230 12 18 34 130 230 12 21 44 140 220 12 24 44 140 220 12 27 44 140 220 12 30 54 150 210 12 36 54 150 210 12 18" or 24" 0 0 0 000 AFL( 000 H 000 C/L 0 0 0 O FRONT SIDE SAFL BAFFLE PANEL 3%F DIA. ANCHOR BOLT 2"EMBEDMENT 1"x 1"STEEL TUBEFRAME (4t NUT W/LOCK WASHER DETAIL A HEAVY DUTY CONCRETE PAVEMENT 7" CONCRETE 6" CLASS X AGGREGATE BASE, MN/DOT 3138• 12" SELECT GRAND WR MATERIAL GEOFABRIC, MN/DOTTYPE V, MIRAFI SOON APPROVED SUBGRADE NOTES 1. THE PAVEMENT SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NANDI "STANDARD SPECIFICATION FOR CONSTRUCTION", AND ALSO THE REQUIREMENTS OF THE OWNER'S SOIL ENGINEER. 2. ALLTHICKNESSES, AS SPECIFIED,ARE TO BE CONSIDERED REFER TO MN/DOT SPECIFICATIONS MINI MUM DEPTHS, AFTER COMPACTION. 06 CONCRETE PAVEMENT SECTIONS N.T.S. TOP VIEW OF SUMP CASTING 27' INSIDE DIA. I I� IHI� I I OUTLET y rINLET Ys D U strea Pstre logiv SIDE VIEW OF SUMP TechnUPSTREAM TECHNOLOGIES INC. IS THE EXCLUSIVE LICENSEE OF THE SAFE BAFFLE his wnp<III heSAIFsnmaeMYMgsllw loe,erO is ppltraGllryolrhe Ones not en b, pal No sc pmFN. Rd SAFL BAFFLE STRUCTURE 4• t57 STONE BASE reaporei6uilvorllw eesipn eremeena eea�re Pel He &sign an compliance mlh all appliqule lees and STANDARD SUMP MANHOLE W/BAFFLE SAFL fY,U A,y,rM a.Aw,JUW r,Tech�oosa; FLOW MTExIGMFLo10RFIN WAH Rc BAFFLE (GRADES SPECIFIED Neither Me Joeof minnell rurUq ora eRealsin wnolo0iss apposes pan., grana or system desi9ng. ®2011 UPSTREAM TECHNOLOGIES INC. ON SHEET C-4.01) GL 4" P.C. CONCRETE 2.00% _ 4" CIA53 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 MI NI MUM DEPTH OF INCHES AT DRIVEWAY CROSSINGS. 07CONCRETE SIDEWALK NTS. URTRIIXiE DRAwOowE MNXTENINCE ACCESS WALL — L FLOW _C CONIMCTgi TOGROUT MFIN191EDGRACE GRADE RIN33R15ERS WIX NU ACCESSWAU (MAW INIETFIFE (STANDNATABWE OURIL .rMYVARY) BEPAMTO $NIRA G IME DECK CMG XgV1rtIIX£ aTEPs RnrATON IMYVARl1 PLAN VIEW SECTION A -A JellyBsh"Filter NAMPA BITUMINOUS PAVEMENT PERVIOUS SECTION SECTION APPROMED SUBGRADE\ \ \ \ \ \ \ \ \ \ \ \ \ \ 11 GEOIEXTILE FABRIC BETWEEN ,2 STONE AND APPROVED SUBGRADE PERFORATED HDPE SIZE AND EL. VARIES 2,75 FT MIN. STORAGE RD PERVIOUS PAVEMENT INFILTRATION AREA W/DRAINTILE N.T.S. 09 ROCK INFILATRATION BASIN ,92 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 1)" 5-20 1° 0-5 4A ABRASION < 10 REQUIRED LIMESTONE NOT PERMITTED JELLYFISH DESIGN NOTES 4• t57 STONE BASE IOIR lR DEP w• I W 9r to LAYER OF OPEN—GRADED, CRUSHED AND EL VARIES FLOW MTExIGMFLo10RFIN WAH Rc WASHED AGGREGATE PLACED IN 1 LIFT, (GRADES SPECIFIED 11PWT CURB (TV) COMPACTED USING MIBRATORY 10-15 ON SHEET C-4.01) TON SMOOTH—DRUM ROLLER PIPE DATA 3 IF PERVIOUS PAVERS ASTM SIEVE SIZE PERCENT PASSING DNMETER INLET PIPEpt it 100-100 ' IXLETPIPER 1° 90-100 2" 18 AGGREGATE BEDDING COURSE F LAYER OF OPEN—GRADED. CRUSHED AND RIM ELEVATION 48-90 WASHED AGGREGATE. PROVIDE A DEPTH EL VARIES HEIGHT ',- �" 27-48 AFTER COMPACTION OF THE PAYING }" 12-27 UNITS OF 2' THE CONTRACTOR SHALL 2.75 FT MIN. No. 4 0-12 SCREED THE BEDDING COURSE USING STORAGE ROCK ° EITHER MECHANICAL SCREED METHODS *LA ABRASION < 40 REQUIRED OR BY SCREED GUIDES AND BOARDS, EL 941.50 LIMESTONE NOT PERMITTED BEDDING AGGREGATE SHALL NOT BE SUBJECTED TO ANY TRAFFIC (BY j2 STONE SUBBASE (DEPTH VARIES) MECHANICAL EQUIPS OR PEDESTRIAN) LAYER OF WEN—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 if 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 W-100 3' IM -1003° PERFORATED HDPE 23° 50-80 94-100 SIZE AND EL VARIES 2' 20-50 }° 39-94 IF 5-20 Na. 4 23-39 1• 0-5 No. 8 8-23 Na. 16 0-8 *LA ABRA90N < 40 REQUIRED PERVIOUS PAVEMENT INFILTRATION LIMESTONE NOT PERMITTED *LA ABRASION < 40 REQUIRED AREA W/DRAINTILE LIMESTONE NOT Ogi1E0 PERVIOUS PAVEMENT SECTION N.T.S. BITUMINOUS PAVEMENT PERVIOUS SECTION SECTION APPROMED SUBGRADE\ \ \ \ \ \ \ \ \ \ \ \ \ \ 11 GEOIEXTILE FABRIC BETWEEN ,2 STONE AND APPROVED SUBGRADE PERFORATED HDPE SIZE AND EL. VARIES 2,75 FT MIN. STORAGE RD PERVIOUS PAVEMENT INFILTRATION AREA W/DRAINTILE N.T.S. 09 ROCK INFILATRATION BASIN ,92 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 1)" 5-20 1° 0-5 4A ABRASION < 10 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 JEILYFIBHMR TMEMCAPACRYISAFUNCTIMWO EGaA1HIGC£BEIE MMDEXLMBEROFC IIMEB. THESTANNWOMNJHGE SME IS SHOWN Own MANHOLE JELLYFISH PEN! HYCMULIC UP IW ISI NCR. IF THE SITE CONDITIONS EXCEED 108 CR AN UPSTREAM BYPAB$ STRUCTURE IS REQUIRED CMTRIDGE MLEC M IOIR lR DEP w• I W 9r to IX TINWWMSTRUCTUREIM'EIrI Ts I Ba I 4'.S I Win FLOW MTExIGMFLo10RFIN WAH Rc oro0151001101310.Momlow, 1 0.0610132 MAX. 1'ARiB HIGHFLO I UMINW 1 1012 FRAME AND COVER HATCH (DIAMETER VARIES) (72" x 72" CAST INTO SLAB) N.T.S. N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURE to WATEROIIPLUTM.OW MTE(�) PEA( FLOW MTE cY RETURNMRIMOFFEN(FLOW poFCARTRIDGESREwIREo F1m •1• DNR lm sm PIPE DATA IE. rMTERIK DNMETER INLET PIPEpt ' IXLETPIPER ournal PIPE RIM ELEVATION ANT -FLOTATION MW WIDTH HEIGHT NMT PMREOUIREMENR: • PER ENGINEER OF RECORD GENERAL NOTES 1. CONTECHTOPR lMI LMATERASUNLMSN DWHERWISE 2 FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEEKS, PIEABE CONTACT YOUR CCNIECH ENGINEERED SOLUTIONSLLCREPRESENTATIYE! ww.Ca hEB.mn 3. JELLYFISH WATER WALITY STRU M SHALL. MIN ACECYidWCE WITH ALL DESIGN WTAAND INFORMATION CONTAINED IN THIS DRAWING 4. STRMWRESHKLMEETA/SHFOH&OLOADMTING.MWMIN3WA COVEROFO'-VMDGRWNGWATERELEVATIMATIMBELOW THEOUr1ETHFEINVERTE(EVATON. MGINEEROFRECMMCMFIRAACTIIALGMUNDWAMRFIEVATHIN. CABTINWSH MEET M MOMaw INDMCARTW1 THECCNIEGHLO".A. S. JEMWIMWRUCNRESINLLBEPRECA3TCOXCR WNF INGTOA41M"MMON HTOIDAOFA MRDMIGNME 00. IN ANYSJB4 NOTES A. ANY&1B Y ENGINEER DEPTH. M'0.M1Mi ANTIfLOTATION PROV181ONBME 811E SPECIFIC DESIGN CONSIOEMTION8AH031WL BE SPECIFIED BY ENGINEER OF RECORD. D. 2fRMCTORM PFOVIDE INSTPL.. MDOIWT INMTMD OURET PIPH8). MATCH PIPE INVEIRS WITH ELEVATIONS SHOWN ONSRE SPMIFICDMWINGS. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGM, HOLDING WATER TO FLOALNE INVERT MINIMUM. IT ISSUGGESEDT TALLJOINTSIULOwc,Mi,RIDWOECKAREGRonrm. F GARINIOGE INSTALLATION. BY CONTEGH. SLWL OCCUR ONLY AFTER SITE HAS BEEN STABILIZED AND SHE JELLYFISH UNIT IS CLEAN AND FREEMDEBRIS. CCNTACTCMTMHT3MINAME RTRIDGEINSTAUTON. le*S =batek 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 fie simile Engineering I Surveying I Planning I Envlramentel Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 MTUREe PASS "PARTNERS Project CHANHASSEN SPECIALTY RETAIL Location CHANHASSEN, MN Certification I hereby certify that this plan, specification Or report was Prepared by Ane 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 Registrati 60 Date: 06/01/2015 If applifirgiN, climact us for a wet signed copy of this plan which Is available upon request at Sambatak's Minnetonka, MN office. Summary Designed: MGB Drawn: Jaw Approved: Evi Book/Page: Phase: PRELIMINARY Initial Issued: 06/01/2015 Revision History No. Date By Submittal/Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 C17SUBMI7AL 06/18/2015 CITY RESUBMITTAL Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C7e03 Project NO.VEN20145.01 6" SCH. 40 STEEL PIPE FILLED W/GONG. WITH TOP ROUNDED. _ DESIGNED BY CHECK I CHEI10 PAVEMENTOR FINISHED GRADE v 00 SIP COVER �' D OVER FOOTI NG F-0 ' '2 0 FILL POST w/ ¢ z CONCRETE F T 3500 PSI P.C. CONCRETE "' 3 MINIMUM TYP. 4 g NO 11 6 ALL PI PES SHALL BE PAINTED TRAFFIC YELLOW 02 CONCRETE PIPE BOLLARD N.T.S. m,arms..p26.m.p..,s4zL.WRD,ECAVEN.0145.01 �. CInnPmllmi°.nv°r4sn.DETt.e.a VIC batek 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 faoelmlle Engineering I Surveying I Planning I Envlramentel Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 ILI MTUREe PASS 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. Michael G. B Registrati 60 Date: 06/01/2015 If appliplaX, cltntact us for a wet signed Copy of this plan which is a quiable upon request at Sambatek's, Minnetonka, MN office, Summary Designed: MGB Drawn: jaw Approved: EwM Book/Page: Phase: PRELIMINARY Initial Issued: o6/o1/m15 Revision History No. Date By Submittal/Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMDTAL Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C7.04 Project NO.VEN20145.01 mplslrinac.��.i PROJECT LOCATION: BCNE =Ec DMWNaY �re:nre Royal ATE: PrzurACrureEre. ooncT p6smwnax: � �w�x0 Poo nrveions Vertical Inlet Type Standard eco Storm Peak TreaMent Top Slab weirdims. Fiberglass 45° ecoSlprm FMC flowrate flowrele D1 dia. D2 dia. D3 dia. hickness TCON H1 H2 Palladium ptc Weir Bend no. OL.k(Dts �r,xM(c1s) (R) (R) (in.) (in.) T(in) 4 18.9 7.8 12.00 8.00 12 3 13.1 5.3 10.00 4.00 72 2 8.4 3.4 8.00 3b0 10 8 1.5 6.4 2.8 7.00 3.00 8 1 4.7 7.8 8.00 2.50 I� 1 E°ak.n WYr -i F -x2 A n.i.° 6 J aux � -� n- I fRVIE ! COVER Smrvw CALL N'T2nEO TYP.) AS RE°Mflp) - e.�a Ty Me. � T I an e.nv PM. re]IERK xoTs o� a 'M x.. MNIHdE Ctld EPECInCAnONS 6N— IFF —ISI ^.I .L., --r— igiM TO LATEBi ASTM. m� Cl]R SPEC. MV RRE— CASi fQlNigiC£L C°NCFETE MANNIXE SEC11M°. .96�h1 CESGX LA.WIXG M91R1 .bs. L55 XBRO—M PROPRIETARYINFORMATION PATENT PENDING DESIGN.ALLINTELfCTUAL RIGHTS RESERVED -ROYAL ENwRONMENrAL SYSTEMS 6" SCH. 40 STEEL PIPE FILLED W/GONG. WITH TOP ROUNDED. _ DESIGNED BY CHECK I CHEI10 PAVEMENTOR FINISHED GRADE v 00 SIP COVER �' D OVER FOOTI NG F-0 ' '2 0 FILL POST w/ ¢ z CONCRETE F T 3500 PSI P.C. CONCRETE "' 3 MINIMUM TYP. 4 g NO 11 6 ALL PI PES SHALL BE PAINTED TRAFFIC YELLOW 02 CONCRETE PIPE BOLLARD N.T.S. m,arms..p26.m.p..,s4zL.WRD,ECAVEN.0145.01 �. CInnPmllmi°.nv°r4sn.DETt.e.a VIC batek 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 faoelmlle Engineering I Surveying I Planning I Envlramentel Client VENTURE PASS PARTNERS, LLC 19620 WATERFORD COURT SHOREWOOD, MN 55331 ILI MTUREe PASS 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. Michael G. B Registrati 60 Date: 06/01/2015 If appliplaX, cltntact us for a wet signed Copy of this plan which is a quiable upon request at Sambatek's, Minnetonka, MN office, Summary Designed: MGB Drawn: jaw Approved: EwM Book/Page: Phase: PRELIMINARY Initial Issued: o6/o1/m15 Revision History No. Date By Submittal/Revision 06/01/2015 WATERSHED SUBMITTAL 06/05/2015 CITY SUBMITTAL 06/18/2015 CITY RESUBMDTAL Sheet Title CONSTRUCTION DETAILS Sheet No. Revision C7.04 Project NO.VEN20145.01