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Item 4.1 ALDI Maps part threeT PROJECT ADDRESS / LOCATION: LEGEND EXISTING LOT 1 BLOCK 28 PARRISH MEADOWS 1=1 1=11 1101111 M CITY LIMITS I SECTION 22 T121N R23W SECILONLBIE QUARTER SECTION L14E OTSEGO, MN ROHTOFWAYLNE WRIGHT COUNTY PROPERTY ILOTUSE - - - —A—A— accEsscalTRa —W--- WATER EDGE =X WET— — WEI AND IMARSHBOUNDARY ,-�+�•' � �- 'icy ��'- i4 �` \YETLAhD/LWLSH —X—X— FENCE UNE SITE SUMMARY COLVERT CITYOF ' ZONING: BJ GENERAL BUSINESS DISTRICT --- <<--- STORM SEMER OTSEGO MN -- SANITARY SEWER I / _ SITE/LOT AREA: 121,704 SQ.TT/2.79AC. —_II = \BAUD SEWER FORCFMAIN . . IMPERVIOUS AREA: 68,495SO.FTi I.57AC. 5628% — — -- GAS OE — OVERHEAD ELECTRIC I•' �;' GREENSPACE ---UE -- UNDERGROUND ELECTRIC r� �D8 S0 FT1172 AD. 4332% -r PROVIDED: — U7 — UNDERGROUND TELEPHONE " )---UTV--- UNDERGROUND TV I ` PARKING REQUIREMENTS (PER CITY CODE) --OFF --- ovERHFAou nln UNDERGROUNDUTR.ITY TYPE UNITIAREA STALLSREQURED STAILSPROYIDED---FW-- UNDERGROUNDFIBEROPTIC { RETAIL 11200SF 103 98 ,<—�y 989 — — CWHWR IMA") �+ A TOTAL: 103 98 ( 5 DECIDUOUS TREE �/—ITEROUS TREE i SETBACKS TREE UNE A PARKING BUILDING O MANFWLEISTRUCTURE NORTH WAR YARD) 5-0' 10-0' 4 CATCHBAS14 �- HYDRA? EAST (FRONT YARD) 15-0' x4r oa VALVE COUNTY ROAD 39 NE SOUTH (FRONT YARD) 15-0' 30'4' ® CUReSTOP .,AN WEST(FRONTYARD) 20-0' 30-0' 0 POWER POLE D UTIUTY PEDESTAL I CABINET ABBREVIATIONS: AC ACRE a CONTROLJOINT ADA AMERICANS WITH DSABNTIESACT CL CENOUNE ADD ADDENDUM CMP CORRUGATED METAL PIPE AFF ABOVE FINISHED FLOOR CO CLEANOUT AGG AGGREGATE CONC CONCRETE APPROX APPROXIMATE CONST CONSTRUCTION ARCH ARCHITECT, ARCHITECTURAL CONT CONTINUOUS BEE BASEMENT FLOOR ELEVATION CY CUBICYARD BIT BITUMINOUS CBG CURBANDGUITER CAD COMPUTERAIDED DESIGN DEMO DEMOUHON CB CATCH BASIN DA DIAMETER CFS CUBIC FEET PER SECOND DIM DIMENSION CF CUSICFOOT DS DOWNSPOUT CICASTIRON FA EACH OP CAST IR IN PIPE ELEC ELECTRICAL CIPC CAST IN ME CONCRETE REV ELEVATION LOCATION MAP SCALE IN FEET 0 500 10DO PROJECT LOCATI( EDT EMEBGENCYOVERROW GLGUTTER UNE IPS IRON PIPE SIZE NWL NORMAL WATER LEVEL RCP REINFORCED CONCRETE PIPE THRU THROUGH EQ EQUAL GPM GALLONS PER MINUTE 1BOX JUNCTIOHBOX OC ONCEHTEX RO ROOF DRAIN THIN TOPNUTOFFIREHYDMNT EX DUSTING GV CATE VALVE R JOINT OCEW ON CENTER EACH WAY HEAR REINFORONGBAR TRAM$ TRANSFORMER FDC FIRE DEPARTMENT CONNECTION HOPE HIGH DENSITY POLYETHYLENE U UNEAR FEET OH OVERHEAD REM REMOVE TV TEIEVISIO19 FON FOUNDATION NO HEAVY DUTY UN UNEAR OHD OVERHEAD DOOR ROW RIGHTOFWAY T/W TOPOFWAIL FES RARWEHDSECTION HH HANDHOLE LPS LOWPRESSURESTEW OZ OUNCE R(W RK,HFOFWAY TYP TYPICAL FEE FINISH ED HOUR ELEVATION HOPE HORIZONTAL Is LUMPSUM PED PEDESTAL, PEDESTRIAN SAN SANITARY OT UOUTY,UNDERGROUND FPM FEET PER MINUTE HR HOUR LSO LOWEST STRUCTURAL OPENING PERE PERFORATED SCH SCHEDULE TELEPHONE FPS FEET PER SECOND HWL HIGHWATERLEVR MAX MAXIMUM R PROPERTY UNE SF SQUAREF00T VCP VITRIREDCIAY PIPE nFOOT,FEET FW Y HIGHWAY RIB MAILBOX PP POLYPROPYLENE SPEC SPECIFICATION W/0 WITHOUT FTG FOOLING HYD HYDRANT MECH MECHANICAL PSI POUNDS PER SQUARE INCH SQ SQUARE W/ WITH GA GAUGE I INVERT MH MANHOLE FVC POLIVINYLCHLORIDE STA STATION YD YARD CAL GALLON ID INSIDE DWAETFR MIN MINIMUM FYMT PAVEMENT ST SQUMEYARD YR YEAR GALV GALVANIZED IN INCH MISC MLSCRIANEOUS QTY QUANTITY TIC TOPOFCURB GC GENERAL CONTRACTOR INV INVERT NO NUMBER R RIM TEL TELEPHONE GFE GARAGE FLOOR ELEVATION IP IRON PIPE MS NOTTOSCAU RAD RADIUS TEMP TEMPORARY PROJECT GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE, BUT RE NOT LIMITED TO, THE OWNER- CONTRACTOR AGREEMENT, THE PROJECT MANUAL (WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA MODIFICATIONS AND CLARIFICATIONS ISSUED BY THE ARCHITECTIENGINEER. 2. CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT AND COMPLETE COORDINATION OF ALL WORK 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK 4. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.NOTIFY ARCHITECTIENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK 5. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED THROUGHOUT THE WORK DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECTIENGINEER BEFORE PROCEEDING WITH THE WORK 6. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED AND CONDITIONED ACCORDING TO MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEEN MANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFY ARCHITECTIENGINEER BEFORE PROCEEDING WITH THE WORK 7. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION. S. THE LOCATION AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION ONLY AND ARE ACCURATEAND COMPLETE TO THE BEST OF THE KNOWLEDGE OF I b S GROUP , INC. (ISG). NO WARRANTY OR GUARANTEE IS IMPLIED. THE CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 9. THE CONTRACTOR IS TO CONTACT'GOPHER STATE ONE CALL' FOR UTILITY LOCATIONS,MINIMUM 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION I CONSTRUCTION (1400-252_1166). SPECIFICATIONS REFERENCE ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF OTSEGO. MN REQUIREMENTS AND MWOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2018 EDITION, THE STANDARD SPECIFICATIONS FOR SANITARY SEWER, STORM DRAIN AND WATERMAIN AS PROPOSED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA 2013, AND CURRENT VERSION OF THE MINNESOTA STATE PLUMBING CODE UNLESS DIRECTED OTHERWISE PROJECT DATUM HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD63),1996 ADJUSTMENT (NAD83(19%)) ON THE WRIGHT COUNTY COORDINATE SYSTEM, IN U.S. SURVEY FEET. ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL AND VERTICAL COORDINATES FOR THIS PROJECT. TOPOGRAPHIC SURVEY THIS PROJECTS TOPOGRAPHIC SURVEY CONSISTS OF DATA COLLECTED IN SEPTEMBER 2022 BY ISG. CONSTRUCTION STAKING OWNER TO PROVIDE 10 TRIPS TO THE CONSTRUCTION SITE FOR STAKING PURPOSES. STAKING SHALL INCLUDEANY COMBINATION OF THE FOLLOWING: GRIDLINES WITH OFFSETS, ROUGH GRADE STAKING, UTILITIES, CURB & GUTTER, LIGHT POLES, SIGNS, SIDEWALK ANY ADDITIONAL SURVEY WORK NEEDED OR REQUIRED SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EMPLOY AND PAY ISG, INC. CONTACT RYAN ANDERSON WITH ISG, INC. AT (952) 4261699 FOR PRICING INFORMATION. B.M. ELEVATION =873.32' TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEW AVENUE AND PARK AVENUE NORTHEAST PROPOSED LOT LINE — — RIGHT OF WAY ----------- EASEMENT CULVERT STORM SEWER STORM SEWER (PIPE WIDTH) < SM41TARY SEWER SANITARY SEWER (PIPE WIDTH) I I— WATER G GAS of OVERHEAD ELECTRIC UE UNDERGROUND ELECTRIC ury UNDERGROUNDTV 1015 CONTOUR %MANHOLE CATCHBASN -�- HYDRANT H VALVE CIVIL SHEET INDEX C-010 SITE DATA SHEET C-020 SITE DETAILS C-021 SITE DETAILS C-022 SITE DETAILS C-023 SITE DETAILS C-024 SITE DETAILS C-025 SITE DETAILS C-026 PYLON SIGN DETAIL C•110 SWPPP NOTES G111 SWPPP NOTES G120 SITE EROSION CONTROL PLAN C-210 EXISTING SITE AND REMOVAL PLAN G310 SITE PLAN C320 UTILITY PLAN C-410 OVERALL GRADING PLAN C420 BUILDING GRADING PLAN CS10 SITE RESTORATION PIAN C520 SITE PLANTING PLAN 0530 PLANTING DETAILS AND NOTES C-610 SITE LIGHTING PLAN C520 SITE LIGHTING CATALOGUE PAGES Issued: Date: CITY SUBMITTAL it 1 09/29/22 Revisions: Date: I B.M. ELEVATION =873.32' TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEW AVENUE AND PARKAVENUE NORTHEAST REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ILIA A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA RYAN J. ANDERSON DATE LIC. NO. 55936 MANAGING LOCATION: MINNEAPOLIS / ST. PAUL OFFICE 790D INTERNATIONAL DRIVE INTERNATIONAL PLAZA, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 N /K 0 Inc. 4pFDnba(U t, NANnueNorth Ml s6si, aiN. ALDI Inc. Store #: 141 OTSEGO, MN 87TH ST NE & PARRISH AVE NE OTSEGO, MN 55330 WRIGHT COUNTY Project Name & Location: SITE DATA SHEET Drawing Name: ISG Project No. Type: V7.0 ER 21-25841 Drawn By: MJE MJE C-010 Reviewed By: RJA Z 0 I— U L�L I� Z 0 U N 0. 0 LL Z Ili Q Z 2 J LU {i a Z _0 U D IL 1rn v/ Z 0 LL Issued: Date: 'COORDINATE FINAL LOCATION WITH ALAN C04STRUCTION MANAGER A CITY SUBMITTAL 81 09/29/22 B C D E Revisions: Date: 1 2 3 4 30. V8,' t' SALSSURY R4325SLV MAILBOX B.nR• 5 6 A A 1/4'ALUMINUM BOLTS SIGN FACE WITH LOCK (JUTS � Frill: HANDICAPPED PARKING SIGN WHICH MEETS ADA & STATE OF REQUIREMENTS. 7 g 9 U -SECTION POST WITH 5/16' HOLES AT 1"O.C' )u2e/n.) srcN O" AS NOTED ON SECTION A -A 1i2 PLANS/SCHEDULE OT T O U -SECTION POST „O, �O SEE POST DT SALSBURYRi38SSLV IN GROUND MOLNTEO POST W o �o i - GTOB' — GRADE S PARKTT1. RAC% i` (TMO62) GRADE 36-3'4'±I'CHANN5/16STANDARDtexp1 2' 9 GALVANIZED STEEL POST _ CONCRETE FILLED 4 6' STEEL GUARD POST GRADEBRfIAWAY L? GALVANIZED OR ZINC PLATED SQUARE OR HEX HEADMACHINE BOLT 21/7' WITH Mur Y BREAK AWAY CHANNEL POST J, 1 12'CONCRETE usEGRADE o { CRE ROD ca4caeTE II ail 24'0 x 4'-0' DEEP - L( CONC. PLUG 12' CONCRETE WE GRANULAR / NATIVE SO4 24• I ' B.M. ELEVATION =873.32' HANDICAPPED SIGN TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEW POST MOUNTED SIGN IN GRASS AREA ALDI MAILBOX W/ POST N.T.S. PARK -IT BIKE RACK (5 BIKES) N.T.S. POST W/BOLLARD N.T.S. AVENUE AND PARK AVENUE NORTHEAST I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR RE ORT WAS PREPARED BY ME OR UNDER MY SUPERVISION AND THAT I AM A DULY LICENSEDDIRECT N.T.S. PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. RYAN J.ANDERSON _Ry -— DATE UG. NO. 55936 POLE OR WALL t4OUNfED RESERVED CURMIDE PARKWG SIGNS.SEE PIAN FOR LOCATION MID TYPE (TYPI EDGE OF CONCRETE WALK Q MANAGING LOCATION: n F s f/z• 4• t•_x• a t'� th' S RMEPARC@!G 7900 INTERNATIONAL DRIVE TOP CO"JCRETEWALK BUIIBIAG UTIE - .:. ' 1 TURIaGra COIICRETEWALK .;-IB S>/ K •� 31/2' - s/0• - / 1 xA• s 'n s/ T '" n PARK1140 STALL DEPTH IFYPI 2d'STRP TO BE PAIHIED•ALDISLUE WRHWHRELERERS Sm _TOMATCH S ACES RD PARK@IG INTERNATIONAL PLAZA, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 Q�� C°1dD� Inc. 4201 8ag17yAvenue North FDribavlt MN 55021 1/Y @` I' -C Y-, f/Y 1•-1 f/Y P' Pa• a 1'-x I/4' 0• 1'd 1/Y 3/ • t'-2Ih• f4 J/@' CURBSIDE CURBSIDE CUR SIDE lel i3T�ms ssµ' ss/,• sT/@• ' TURNDOflNWALKNT b PAVEMENT TRANSITION STORE ENIPAWESTRPM •'-' (ALwAY51'EllOAT DRIVEABLE IPI 12 LETTERS jTYPJ STALL WIDTH (ITP ALDI BLUE CUSTOM COLOR: ALDI Inc. Store #: 141 OTSEGO, MN - TOP PAVF1�'F11i1 CDEGDLDRANT BR �, , B L1ilUE OI 63 1 1 87TH ST NE & PARRISH AVE NE Y] -DEEP GOAD 1 -' OTSEGO, MN 55330 -ARNL BOND iOtR5HU10E US®FCR tAN18ERi PtD tkTERS -PMI( SW.LL PESEALhNSTERi'COIOR PAVF OR IIIXRD ItR:0.A1MU3DC tAfHC WRIGHT COU NTY STORE ENTRANCE NO PARKING STRIPING DETAIL IT.-. DORASAPPRO R—. dCIACOtdPCtROC RSTER RAC[CARY RM M4G P SB40RMx0 FOR YMBY & IT.-. COLORPAVESHALL6E EDFORIEW PAVVl b. LIOIIODBtMOPVST MLLBEUSEDFOROLDERPAW-9THATHASBE&—LOD Project Name & Location: N.T.S. ACEPRFPMATq S ULL COM1 RY IYRNIAA AFACNR R R OA¢ 'B D. ;GtGIUMBDlAtNWDRVG,DBE A=�DEHREO SITE DETAILS Drawing Name: Type: V7.0 ER ISG Project No. a PARKING DETAIL o m TURN DOWN WALKTRANSITION'X' (CURBSIDE 21-25841 Drawn By: MJE N.T.S. a Designed By: MJE C_020 Reviewed By: RJA I Drawing NO. Z 0 I— U L�L I� Z 0 U N 0. 0 LL Z Ili Q Z 2 J LU {i a Z _0 U D IL 1rn v/ Z 0 LL LOADING DOCK PAVEMENT SECTION N.T.S. BUILDING SIDEWALK DRAIN TILE SECTION N.T.S. t. HEAVY DUTY GRATE AND FRAME-NEENAH R-iB78S7G z z SEALWRHYIA7ERS70P SLOPE 3t. MAX. • 865.75 t(SEEGRADB:GPLAN) 865.75'Se. LOADING DOCK PAVEMENT SECTION . (SEEDETAL) MIN. 1%SLOPE ix � aaa sa aaaa; i:taisca;•: LOADING DOCK CATCH BASIN ST -6 DETAIL Q N.T.S. 12' MIN. NOTE: CONCRETE SHAll HAVE A NONSLIP BROOMFLNISH IIT EXPANSION JOINT TURNED DWI CONCRETE WALK,TYP. 1Y244 REBAR CONTINUOUS IF THICK CONCRETE SLAB WI §SS S THIG(OONC.WALK PSq 1S' O.OE.VI. IMINAND PSI) 12' FXPANSw:i JOINT Dz Fr \ EXPANSwNJORF d• . ELEVATIONPWV) S' WOOT CUSS 5 AGG RELATE BASE CONSTRUCT BOLLARD, TIP. 12' 11"T SELECT GRPIAAAR BASE (SEEARCH. PLANS FOR DETAIL) PAVEMENT SECTION (SEE DETAIL) CONCRETE WALK SECTION (SEE DETAIL) PAVEMENfliASE 2.00%SLOPE (SEE DETAIL) / (SEE GRADWGP1AH) T4' � p• COMPACTEDS. FJiE FILTERAGGREGATE WRAPPED LN \ / FILTER FABRIC,(MWFI 140N OR EOLW.), TYP. MIN.YHNERLTER AGGREGATE AROUND \ SUBDRAIN,AGGRECATEWRAPPEDN \ / FILTER FABRC(MIRVI 14ON OR EQUAL) 4'DA. PERFORATED PIPE, U44TAIIJ MN. 1% 4- PERFORATED HDPE SUBDPAI4.II0 SOCK (SEE PLAN 12' SLOPE, (SEE UHUTY PLAN FOR LOCATIONS) FORLOCATIONS) LOADING DOCK PAVEMENT SECTION N.T.S. BUILDING SIDEWALK DRAIN TILE SECTION N.T.S. t. HEAVY DUTY GRATE AND FRAME-NEENAH R-iB78S7G z z SEALWRHYIA7ERS70P SLOPE 3t. MAX. • 865.75 t(SEEGRADB:GPLAN) 865.75'Se. LOADING DOCK PAVEMENT SECTION . (SEEDETAL) MIN. 1%SLOPE ix � aaa sa aaaa; i:taisca;•: LOADING DOCK CATCH BASIN ST -6 DETAIL Q N.T.S. 12' MIN. NOTE: CONCRETE SHAll HAVE A NONSLIP BROOMFLNISH IIT EXPANSION JOINT TURNED DWI CONCRETE WALK,TYP. 1Y244 REBAR CONTINUOUS VARIES (SEE PIAN) S THIG(OONC.WALK PSq �(MJ.N.4000 12' FXPANSw:i JOINT Dz Fr \ ELEVATIONS DIFFERENCE VAF FROM RUSHTO 6' (SEE SPOT d• . ELEVATIONPWV) CURB FOUNDATION TURN DOWN CONCRETE WALK SECTION N.T.S. SEE PAVEMENT SECTION POUR CONCRETE COLLARARWND– _. HOUSLNG2B'MN.DVMETER, DEPTH / SUFFICIENTTO COYER HOUSING FLANGE `HEAVY DUTY CAST IRON CI.FM,'W F /7 HOUSING WI HEAVY DUTY CAST IRON i COVER THREADEDPLUGWITH INTERNAL NUT '-4' CLEANOUT PIPEW! PLUG FREE FLOATING INSIOEOF CLEM'OUTHOUSLNG LONG RADIUS BEND HEAVY-DUTY SANITARY CLEANOUT NTS SA201 NOTES: 1. FLOW UNE THROUGH CURB RADIUS AND VALLEY GUTTER IS TO MATCH CURB AND GUTTER FLOW LINE 2. THE CONCRETE VALLEY GUTTER SHALL BE CONSTRUCTED ON A MINIMUM OF 12' AGGREGATE BASE (INCIDENTAL TO CONCRETE DRIVEWAY PAVEMENT) 3. NO SEPARATE PAYMENT SHALL BE MADE FOR INTEGRANT CURB 4. INSTALL (2) #4 REINFORCING RODS CENTERED IN VALLEY GUTTER (AS SHOWN) FOR THE FULL WIDTH OF OF THE VALLEY GUTTER N.T.S. VALLEY GUTTER Issued: CITY SUBMITTAL 61 Revisions: Date• )9/29/22 Date: B.M. ELEVATION =873.32' TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEW AVENUE AND PARK AVENUE NORTHEAST 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 RYAN J. ANDERSON 'R7—a-� DATE NC. NO. 55938 MANAGING LOCATION: MINNEAPOLIS / ST. PAUL OFFICE 7900 INTERNATIONAL DRIVE INTERNATIONAL PLAZA, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 D�� ALDIInc. yy QQ,©Q 4pFoKbaull. MNnuMI ALDI Inc. Store #: 141 OTSEGO, MN 87TH ST NE & PARRISH AVE NE OTSEGOI MN 55330 WRIGHT COUNTY Project Name & Location: SITE DETAILS Drawing Name: ISG Project No. Type: V7.0 ER 21-25841 Drawn By: MJE Designed By: MJE C-021 Reviewed By: RJA I Drawing No. ►; m TI A � 11 MrDOTSPEC 2360, TYPESPNEB240B BITUMINOUSCWRSE IN'IDOTSPEC2350, TYPESPNWB2306 STANDARD BITUMINOUS PAVEMENT NTS T CATEGORY 3 TURF REINFORCEMENT MAT riWBTALLPERMM.UFACTURE5WSTRUCTI0115 Ib ANCHOR EDGE SECTION ANCHOREDGEW I1. STAPLE EVERY Z FT, iii;.(SEE EDGE ANDHOR DETAIL) HEAVY DUTY BITUMINOUS PAVEMENT NTS SEE STORM SCHEDULE FOR CASTING ATION CONCRETE ADJUSTING RINGS 3 MDI, 6 MAX WI MFRS SEALANT BETWEEN RINGS. PLACE BIIIR,BNOUS MASTIC BETWEEN BOTTOM RING AND TCP OF STRUCTURE& MFRS SEALANT BETWEEN JOINTS MANHOLE OR CATCH arsw Q SEES70RM-SCHEDULE B' CONCRETECOVER PROVIDE A FALL MORTAR BED CATEGORY 3TURF REINFORCEMENT" SPECffICEDw MYOOT MAT INSTALL PER MANUFACTURES �� STANDAROPLATE411OU INSTRUCTIONS BRICK 814ORTAR O I TAPER BACK OF CURBS �� DOWN TO GUTTER ELEVATION i A I BACK OF W7ORrl H R ♦•--�{ HR LINE PRECASTCW'CHETE 845E (SEE h1eDDT5T/J7)ARD PLATE 40 11) Z �� NOTES: NOTES: Ot WHEN USED ASA CATCH BMW AND REWIRIiGA RECTANGULAR OPENING, USE 4022 CONCRETE COVER L GRANU O NION 1 GRADE BEIOND CURB TWER THAN FLOW GRANULAR 1LLTER UNETOAILOW ROOMFORCEMENTMATAND OQ WHEN REFERWGTOACURB CATCH BASIN, USE TOP BACK OF CURB ELEVATION.GFORGFlSS TO NOTOBWRERLWE FILTER WALL CONSTRUCTION MAYBE CLASS I PRECAST PIPE (WWTSTAJIDkRD PLATE 3000Y. CASTN PLACE �a CONCRETE MEETING THE REWIREMiENTS OF CUSS IPIPE: OR MASONRY CWSTRUCT)ON, BRICK OR SECTION A -A SECTION B -B BLOCKPAMOT STANDARD PLATE4000} BAfX aF CAIRB PROVIDE MORTAR FILLETS TO FD BOTTOM PORTIONS OF PIPE TO DIRECT ROW TO OXTW. CURB CUT STORM OUTLET NTS ST280 4020 MANHOLE OR CATCH BASIN NTS SD101 NOTES: (D LONGH)DLNAL JONTWHEN ADJACENT TO RIGID PAVEMENT OR BASE O SLOPE 0.WTFT NORMWI, UlILESS OTHERWISE SPECIFIED. IFADIFFERENT GUTTER SLOPE IS PERMITTED, THE FORM IMY S E TILTED. O CURBAND GUTTER FWNOATIM SHALL CONSIST OF MINIMUM 6' THICK MWGOT GLASS AGGREGATE BASE, EX 06EDA MWIMUM OF 17 BEHIND THE BACKOFCURB. B618 CONCRETE CURB & GUTTER NTS -CONCRETE SLAB (MIN 4000 PSI) Drawn By: MJE AGGREGATEBASE L PIPE 0 (FEET) (INCHES) WDOTCLASS 5 12 FABRIC 12 TYPEN 8 30 �GEOTEXIILE COMPACTED SUMGRADE b : :IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�I� e 6 HEAVY DUTY 10 42 CONCRETE PAVEMENT 24 NTS TAPER BACK OF CURBS �� DOWN TO GUTTER ELEVATION i A I BACK OF W7ORrl H R ♦•--�{ HR LINE PRECASTCW'CHETE 845E (SEE h1eDDT5T/J7)ARD PLATE 40 11) Z �� NOTES: NOTES: Ot WHEN USED ASA CATCH BMW AND REWIRIiGA RECTANGULAR OPENING, USE 4022 CONCRETE COVER L GRANU O NION 1 GRADE BEIOND CURB TWER THAN FLOW GRANULAR 1LLTER UNETOAILOW ROOMFORCEMENTMATAND OQ WHEN REFERWGTOACURB CATCH BASIN, USE TOP BACK OF CURB ELEVATION.GFORGFlSS TO NOTOBWRERLWE FILTER WALL CONSTRUCTION MAYBE CLASS I PRECAST PIPE (WWTSTAJIDkRD PLATE 3000Y. CASTN PLACE �a CONCRETE MEETING THE REWIREMiENTS OF CUSS IPIPE: OR MASONRY CWSTRUCT)ON, BRICK OR SECTION A -A SECTION B -B BLOCKPAMOT STANDARD PLATE4000} BAfX aF CAIRB PROVIDE MORTAR FILLETS TO FD BOTTOM PORTIONS OF PIPE TO DIRECT ROW TO OXTW. CURB CUT STORM OUTLET NTS ST280 4020 MANHOLE OR CATCH BASIN NTS SD101 NOTES: (D LONGH)DLNAL JONTWHEN ADJACENT TO RIGID PAVEMENT OR BASE O SLOPE 0.WTFT NORMWI, UlILESS OTHERWISE SPECIFIED. IFADIFFERENT GUTTER SLOPE IS PERMITTED, THE FORM IMY S E TILTED. O CURBAND GUTTER FWNOATIM SHALL CONSIST OF MINIMUM 6' THICK MWGOT GLASS AGGREGATE BASE, EX 06EDA MWIMUM OF 17 BEHIND THE BACKOFCURB. B618 CONCRETE CURB & GUTTER NTS NOTES: REOUREMENTS FOR GEOTEXTRE TYPE, RIPRAP SIZE AM THICKNESS WILL BE DESIGNATED IN THE PLANS, PIPE SIZES LARGER THAN THDSESHOVN REOUIREASPECLAL DESIGN 1Q FOR PIPES GREATER THAN OR EQUAL TO W, USE 1.5 O GEOTEXTRE FILTER MMOTSPEC. 3733, SHALL COVER THE BOTTOM AND SIDES OF THE AREA EXCAVATED FOR THE RPRAP, GRANUAR FILTER IWTERIALS DIMENSION 'E' IS GIVEN ON V DOT STANDARD PLATES 3100AND 3110. O GRANULAR FILTER MIMOTSPEC. 3601, MAY BE USED ASAWSHKW LAYER PLACE FILTER PER SPEC. 2511. THE CUSHION LAYER IS INCIDENTAL GRANUM FILTER OR RIPRAP, SPEC. 3601. TO EXTEND UNDER THE ENTIRE OPEN PORTION OF PIPE © APRON. DEPTHOF MATERIAL UNDFRAPRW SHALL MATCH RIPRAP DEPTH. WHEN USING RIPRAP, INCREASE RIPRAP OUANTRYACCORDINGLY AJIDPLACEA T LAYER OF 1S" CRUSHED ROCK UNDER THE APRONTO AID IN GRADING FORAPRW PLACEMENT. CRUSHED ROCK IS INCIDENTAL RIPRAP AT RCP OUTLET NTS EC400 Issued: Date: AlCIIYSUBMrrTAL61 1 09/29/22 Revisions: Date: I B.M. ELEVATION =873.32' TOP NUTOF FIRE HYDRANTON THE NORTHWEST CORNER OF PARKVIEW AVENUE AND PARK AVENUE NORTHEAST 1 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 RYAN J. ANDERSON DATE UC. NO. 55938 MANAGING LOCATION: MINNEAPOLIS / ST. PAUL OFFICE 7900 INTERNATIONAL DRIVE INTERNATIONAL PLATA, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 QLOWInc. 4201 Bagleyy Avenue North �d®0 FOTibloulf, MN 55021 I'rJa s. ALDI Inc. Store #: 141 OTSEGO, MN 87TH ST NE & PARRISH AVE NE OTSEGO, MN 55330 WRIGHT COUNTY Project Name & Location: SITE DETAILS Drawing Name: Type: V7.0 ER DIMENSIONS Drawn By: MJE PIPE 0 (INCHES) L PIPE 0 (FEET) (INCHES) L (FEET) 12 8 27 12 15 8 30 14 11 1036 6 21 10 42 11 24 12 48 20 NOTES: REOUREMENTS FOR GEOTEXTRE TYPE, RIPRAP SIZE AM THICKNESS WILL BE DESIGNATED IN THE PLANS, PIPE SIZES LARGER THAN THDSESHOVN REOUIREASPECLAL DESIGN 1Q FOR PIPES GREATER THAN OR EQUAL TO W, USE 1.5 O GEOTEXTRE FILTER MMOTSPEC. 3733, SHALL COVER THE BOTTOM AND SIDES OF THE AREA EXCAVATED FOR THE RPRAP, GRANUAR FILTER IWTERIALS DIMENSION 'E' IS GIVEN ON V DOT STANDARD PLATES 3100AND 3110. O GRANULAR FILTER MIMOTSPEC. 3601, MAY BE USED ASAWSHKW LAYER PLACE FILTER PER SPEC. 2511. THE CUSHION LAYER IS INCIDENTAL GRANUM FILTER OR RIPRAP, SPEC. 3601. TO EXTEND UNDER THE ENTIRE OPEN PORTION OF PIPE © APRON. DEPTHOF MATERIAL UNDFRAPRW SHALL MATCH RIPRAP DEPTH. WHEN USING RIPRAP, INCREASE RIPRAP OUANTRYACCORDINGLY AJIDPLACEA T LAYER OF 1S" CRUSHED ROCK UNDER THE APRONTO AID IN GRADING FORAPRW PLACEMENT. CRUSHED ROCK IS INCIDENTAL RIPRAP AT RCP OUTLET NTS EC400 Issued: Date: AlCIIYSUBMrrTAL61 1 09/29/22 Revisions: Date: I B.M. ELEVATION =873.32' TOP NUTOF FIRE HYDRANTON THE NORTHWEST CORNER OF PARKVIEW AVENUE AND PARK AVENUE NORTHEAST 1 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 RYAN J. ANDERSON DATE UC. NO. 55938 MANAGING LOCATION: MINNEAPOLIS / ST. PAUL OFFICE 7900 INTERNATIONAL DRIVE INTERNATIONAL PLATA, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 QLOWInc. 4201 Bagleyy Avenue North �d®0 FOTibloulf, MN 55021 I'rJa s. ALDI Inc. Store #: 141 OTSEGO, MN 87TH ST NE & PARRISH AVE NE OTSEGO, MN 55330 WRIGHT COUNTY Project Name & Location: SITE DETAILS Drawing Name: Type: V7.0 ER ISG Project No. 21-25841 Drawn By: MJE Designed By: MJE C-022 I Drawing No. Reviewed By: RJA MANHOLE FRAME AND COVER PAVEMENT RUBBER SLEEVE STAINLESSSTEEL CN4NTY HEIGHT EXPANSION BANDS PRECAST CONCRFiE 3" MINIMUM ADJUSTING RINGS OR BRICK CHIMNEYS RUBBER EK ENSION Yt 0.PRECAST MANHOLE CONE 11.. ME AONSTNENT RINGS AND FRAME SHALL BE SEALED WITH AN 8.5" NIDE DOUBLE PLEATED, OR WIDE, A ID" WIDE TRIPLE PLEATED, INTERNAL CHIMNEY SEAL AS MANUFACTURED BY CRETE X SPECIALTY PRODUCTS. THE SAME EXPANSION BANDS AND CKIENTIONS ARE USED ON DOTH. 2. SCE CHIMNEY HEIGHT TABLE FOR SEAL AND EXTENSION COMBINATIONS NEEDED TO $PAN FROM THE FRAMC TO THE TOP OF THE CONE ON MANIIOLLS WDH VARIOUS CHIMNEY HOBHTS. FRAME OrEVIS OR DIAMETER DIFFERENTIALS MU. REDUCE THESE SPAN HEIGHTS. 3. INE TOP OF THE CONE MUST HAVE A MINIMUM T' HIGH VERTICAL SURFACE THAT IS SMOOTH AND FREE OF ANY FOR4 OFFSETS OR EXCESSIVE HONEYCOMB. IF A 3" HIGH VERTICAL SURFACE IS NOT AVAILABLE DUE TO THE EXISTING CONnwRATKIN OF THE EXISTING MANHOLE CONE, ONE WAY BE CREATED USING A CONE DISK FORM AND A NON SHRINK PATCHING MORTAR. PIANS FOR A FORM DISK CONE ARE AVAILABLE FROM CRCTEX SPECIALTY PRODUCTS. SEAL SELECTION TABLE g Rgry No �; INTERNAL CHIMNEY SEAL j NO SCALE F APPROYED CITY OF Y r .l pe`yryEO STANDARDPIN0. �E 3-19-13 � MIMM(,66JOTA(J COMBINATIONS OF MODOT 2573 CHIMNEY NEWNT MACHINE SLICED OR SEALS ANDE%TFNSIONS PREASSEMBLED W / WIDE SELL MIN. ABOVE GROUND OPTION SEAL ONLY AS APPROVEDBY 2"-].5" THE CITY ENGINEER. SEAL t ]" EXTENSION 6"X6' EARTH FILL II OYER ]3 FENCE SEAL F 1D" EXTENSION MATERIAL OYER 13.5"-18" 6" APRON SEAL f YVLT. EVERSION 5' POSTS - W MAX. ON CENTER OVER 16" MINIMUM 2' PENETRATION $ REF. MrIDOT 3686 DIAMETER dFFEREN7W3 AND OFFSETS ANLL REDUCE THESE COVERAGES A SILT FENCE NO SCALE a IS rvo MPROVED ITV OP STANDARD PLATE NO. �e O 501liEEGTt. MANHOLE FRAME AND COVER PAVEMENT RUBBER SLEEVE STAINLESSSTEEL CN4NTY HEIGHT EXPANSION BANDS PRECAST CONCRFiE 3" MINIMUM ADJUSTING RINGS OR BRICK CHIMNEYS RUBBER EK ENSION Yt 0.PRECAST MANHOLE CONE 11.. ME AONSTNENT RINGS AND FRAME SHALL BE SEALED WITH AN 8.5" NIDE DOUBLE PLEATED, OR WIDE, A ID" WIDE TRIPLE PLEATED, INTERNAL CHIMNEY SEAL AS MANUFACTURED BY CRETE X SPECIALTY PRODUCTS. THE SAME EXPANSION BANDS AND CKIENTIONS ARE USED ON DOTH. 2. SCE CHIMNEY HEIGHT TABLE FOR SEAL AND EXTENSION COMBINATIONS NEEDED TO $PAN FROM THE FRAMC TO THE TOP OF THE CONE ON MANIIOLLS WDH VARIOUS CHIMNEY HOBHTS. FRAME OrEVIS OR DIAMETER DIFFERENTIALS MU. REDUCE THESE SPAN HEIGHTS. 3. INE TOP OF THE CONE MUST HAVE A MINIMUM T' HIGH VERTICAL SURFACE THAT IS SMOOTH AND FREE OF ANY FOR4 OFFSETS OR EXCESSIVE HONEYCOMB. IF A 3" HIGH VERTICAL SURFACE IS NOT AVAILABLE DUE TO THE EXISTING CONnwRATKIN OF THE EXISTING MANHOLE CONE, ONE WAY BE CREATED USING A CONE DISK FORM AND A NON SHRINK PATCHING MORTAR. PIANS FOR A FORM DISK CONE ARE AVAILABLE FROM CRCTEX SPECIALTY PRODUCTS. SEAL SELECTION TABLE g Rgry No �; INTERNAL CHIMNEY SEAL j NO SCALE F APPROYED CITY OF Y r .l pe`yryEO STANDARDPIN0. �E 3-19-13 � MIMM(,66JOTA(J COMBINATIONS OF TO SPAN CHIMNEY NEWNT OF SEALS ANDE%TFNSIONS W / STANDARD SEAL W / WIDE SELL W /EXTRA WIDE SISI. SEAL ONLY 2"-].5" OYER B'-12' SEAL t ]" EXTENSION OVER 43"-10.5" OYER ]3 OVER 12'-ld" SEAL F 1D" EXTENSION OVER 10.5"-I3" OYER 13.5"-18" OVER IB" -203' SEAL f YVLT. EVERSION OVER 1]" OVER 16" OVER 20.5" ADD B" OF COVERAGE FOR EACH ADDITIONAL 7", INTENSION A00 B,5" OF COYEAAGE FOR EACH ADDITIONAL 0' EXTENSION DIAMETER dFFEREN7W3 AND OFFSETS ANLL REDUCE THESE COVERAGES HARD SURFACE PUBUC ROA. S, 1"-2" WASHED ROCK ROCK CONSTRUCTION ENTRANCE NO SCALE 1 C�tCITY OF se�'® STANDARD PLATE N0. RCYTSED dJ MANHOLE FRAME AND CASTING PER STD PEATE 307 _ _ PAV[YENT MAX 4 RINGS. NUMBER OF ADJU3IYMY RINGS SHALL BE YINIYIZEO TO THE EXTENT POSSIBLE, CHIMNEY HEIGHT I.E. USE (2) 4" RINGS MINIMUM 4'- MM 16' INSTEAD of (41 Y Rl1NG5 PLACE BUTYL SEALANT 27'3' MINIMUM AROUND EACH ANCHOR BMT W EACH ADJUSTMENT RUO. PRECAST MANHOLE CONE THREADED INSERT TO ACCEPT 1/2" BMT OR ROODINO. EMBEDDED INTO TOP OF CONCRETE MANHOLE CONE AT LEAST 3'. 4 EACH TO MATCH FRAME NUTS, BMTE. THREADED INSISTS, ANO RODDING WALL RE 319 STYMESS STEEL R 2. ADJUSTMENT RUGS SHALL BE HIGH DENSITY POLYETHYLENE RINGS AS MANUFACTURED BY LADTECH, INC OR APPROVED EOUAL 3. ALL RINGS SHAEL MEET OR EXCEED MDDOT HS -20 TRAFFIC LOADING. 4. AS DETERMINED BY TINE CITY MINED. PRECAST CONCRETE ADJUSTING RINGS OR BRICK g CHIMNEY WILL BE ALLOWED FOR ADAMING EXISTING MANHOLES. ~ S. CLEAN ALL SURFACES TO REMOVE SCALE OR LOOSE IMPEDIMENTS BEFORE PLACING NRI' MASTIC. SEAIMT, v'Y OR INSTALLATION OF FRAME AND CASTING SYSTEM. "g 5. PLACE TWO 1/2" BEARS OF BUTYL SEALANT SCIVECH FIRST MUSEUM FIND AND CONCRETE STRUCTURE ONE SCAD REDEEM UCH SUBSEWENT RMO AND DME. 3 MANHOLE ADJUSTMENT RINGS a No SCALE o � APPROVED CITY OP ED / ego STANDARD PLATE N0. 3-19-10 l �V 309 i Y MIXXBBOTA NATNE 1G T L"ATERIAL ••< s - MINIMUM 10-1,11 THICK PLASTIC SHEETING OR •��•.� APPROVED EQUAL SA1Dx3'CONCRETE - r,�42�i�I^4T•i:'`i'4'k• WASHOUTARFA V DEEP IMPERVIOUS MY UNER NOTES: CONTRACTOR SHALL INSTALL ASIGN INDICATING THE CONCRETE WASHOUT AREA CONTRACTOR SHALL MAINTAIN WASHOUT AREA TO REMOVE MATERIALS BEYOND 75% CAPACITY. WASHIXRAREA SHALL NOT BE PLACED WRHN 50' OF STORM DRAWS, OPEN DITCHES OR BODIES OF WATER CONTRACTOR SHALL INSPECT WASHOUT AREA AS NECESSARY TO PREVENT LEAKS AND OVERTOPPING. WASHOUT AREA SHALL BE REMOVED AFTER CONSTRUCTION IS CCAIPLETE. CONCRETE WASHOUT NTS EC500 ,,-INSPECTION TAB INFI-SHIELD EXTERNAL SEAL HDPE "PLASTIC" RINGS 1� HE ADJUSTMENT RINGS AND FRAME SHALL BE SEALED WITH AN EXTERNAL RUBBER SEALING SLEEVE, "INFI-SHIELD" AS MANUFACTURED BY SEALING SYSTEM, INC. OR APPROVED EQUAL. 2. THE SEAL SHALL BE MADE OF EPDM RUBBER WITH A MINIMUM THICKNESS OF 60 MILS AND SEALED WITH A NDN -HARDENING BUTYL RUBBER MASTIC. EXTERNAL CHIMNEY SEAL NO SCALE E s " ®�Cn F O STANDARDPLATEN0, D ie NOTES: 10 RUBBERORLNGGASKET 2 FLEMBLEWATER Taff PIPE BDOTAS APPROVED 0 BY THE ENGINEER SHAPED INVERT, TO BE APPROVED BY THE 0 ENGINEER A 4'TALLM]00TTY'PE'B'PRECASTCONCREM O ECCENTRIC CONE STEEL REINFORCED PLASTIC MANHOLE STEPS © (6ETDOTSTAM1DARD PLATE 418MSPACED AT 16'. POLYPROPYLENE PLASTIC AYITH NO 2 DEFORMED STEEL ROD REINFORCING, GRADE 60. PRECAST REINFORCED CONCRETE MANHOLE WIT, 0e GASKIFIED JOWTSANDINIEGRALBOTTOM (SEE MTDOTSTDPIATE4007C) 0i NASMADJUSTINGRINGS.&INOF3,MAXOF6. NEENAH HIM MTH TWO SELF CLEANING PKC( QB HOLES AND STAMPED WITH'SANDARY SEWER'0!I LIDS OB SEE PIAN FOR PIPES AND SIZES Q IT- 16' ADJUSTING SECTION D IMMELD YIRAP EXTERNAL MANHOLE SFAL OR 11 APPROVED EQUAL SHALL BE PLACED AROUND CASTING AND ADJUSTING RINGS. 0 1.112' ROCK EACKFT1(SICUENTAL) Q TRACER IT SECURED NSIDE)Q STRIPPED. TYPICAL SANITARY MANHOLE NTS SA100 A I� n N ' i 4 ...... ....... U B FACE OF CURB D PLAN VIEW OF RAMPb ROUND ALL SLOPED APPROX. 10+1 SLOPE INTERSECTgNi TOP OF CURB I So LBO ELEVATION OF RAMP CURB OR CURB -- - f' PG FF. OR LETTER DESIGN START MRER GRACE 1 2" PREFORMED COIICRETE WALK INT FRJCR '1110 W213 SECTION A -A I, ADA REQUIRED TRUNCATED DOME MEA SMALL BE CAST IRON INSERTS ANO $HALL COMPLY WITH IID/DOT STANDARD PISTE NO. Max >? PRECAST TPUNCAT[D DOME INSCRTS SHALL BE DANK DRAT IN COLOR TO d VISUALLY CONTRAST WITH THE ADJACENT SIDEWALK. THE CURB ADJACENT TO THE TRUNCATED DOME INSERTS SHALL BE HMO FORMED SUCH THAT NO CAP EXISTS AS A NEWLY OF THE CURVATURE OF TIRE BACK OF CURB. 2. VARIES WITH CURB HEIGHT. EXAMPLE SHOWN R FOR 6" CURB HEIGHTS. PEDESTRIAN CURB RAMP W SCALE - PR VED _ Clry OF �tTse O STANDARD N0. JG - ED r 6-18-15 -" P.1lINEd OTA Issued: Date: CITY SUBMITTAL Rl 09/29/22 Revisions: Date: B.M. ELEVATION =873.32' TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEW AVENUE AND PARK AVENUE NORTHEAST PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA. RYAN J. ANDERSON IDATE LICCG../ MANAGING LOCATION: MINNEAPOLIS / ST. PAUL OFFICE 7900 INTERNATIONAL DRIVE INTERNATIONAL PLAZA, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 R ZM D Inc. � 4�Fonba�g1f MNn55021 h 10�J33}3T9a SL ALDI Inc. Store #: 141 OTSEGO, MN 87TH ST NE & PARRISH AVE NE OTSEGO, MN 55330 WRIGHT COUNTY Project Name & Location: SITE DETAILS Drawing Name: ISG Project No. Type: V7.0 ER 21-25841 Drawn By: MJE Designed By: MJE C-023 Reviewed By: RJA DrawingNO. ADJUST TO FINISHED FIINSHED GROUND AS SPECIFIED GRADE VALVE BOX ASSEMBLY BASE, VALVE & BLOCKS TO BE WRAPPEDWITH 2 LAYERS OF 4 MIL i PLASTIC i WATERMAIN, VALVE BOX SIZE VARIES ALIGNMENT DEVICE SOLID CONCRETE BLOCKS MIN 4' THICK .IN 8"X 12' NOTES: R 1. ALL VALVES SHALL BE FITTED WITH EXTENSION STEMS. TO a BRING THE OPERATING NUT TO BE Z' FROM THE SURFACE. 2. ALL BELOW GROUND NUTS. BOLTS, AND RODDING SHALL BE CORE -BLUE OR 316 STAINLESS STEEL. s TYPICAL RESILIENT WEDGE VALVE & BOX INSTALLATION 10" & UNDER WATERMAIN A! NO SCALE emi E PRAPOVED lir Otse O STANDAR�OS 3 - LATE N0. •` B 19-1a JG UNDISTURBED SOIL PLAN Ar DFND u 0 n _ M r iii NOT LESS THAN 6' o SECTION 'B' AT BEND 6. iIN ' A f 'I UNDISTURBED SOIL PLAN •A' i r o NOT LESS THAN 6' a SECTION 'A' N0. 0 x NIMNC4oDA is FORD SERIES A LID COVER 8" FINISHED GRADE (BITUMINOUS) CLASS 5 s CURB STOP COVER FOR DRIVEWAY INSTALLATION ¢ NO SCALE E STANDARD Z.S. Qtffko 0ATE N0. STEEL POST CROSS W/ 2 PLUGS 0.e. 90° BEND) PAINTED BLUE 6" HEIGHT OF VALVE BOX 0.15 CuYda TO BE ADJUSTED TO g" FINISHED GRADE 0.29 CuYda 0.08 CuYda 10' EXTENSION ROD 10 it O.4B CuYda 0.14 CuYds 12' VALVE BO% 0.73 CUYda REACTION AUGNMENT DIP DEVICE STUB 6.0 FT MIN 16' BACKING 1.73 CuYda PLUG 20' DIP TEE SOUD CONCRETE BLOCK 3.36 CuYda TIE VALVE BACK MIN 4' THICK 24• MIN 8' X 12' 5.77 CuYda VALVE LOCATION ON PROPERTY LINE WHERE POSSIBLE OR IN BOULEVARD. MIN. 2 FEET FROM v WALK OR CURB i NOTE: 1. COVER FITTINGS ENCASED IN CONCRETE WITH S POLYETHYLENE OR BUILDING PAPER PRIOR TO GREATER THAN 2" SERVICES POURING. WATER SERVICE DETAIL R NO SCALE RE P D F LATE N0. STANDARD P201 e JG O O1�J Q 3. CONCRETE SHALL MEET THE REQUIREMENTS FOR iy s -19-u MIRIIE•--GIA GRADE B CONCRETE IN CONFORMANCE WITH MD/DOT ADJUST TO FINISHED FIINSHED GROUND AS SPECIFIED GRADE VALVE BOX ASSEMBLY BASE, VALVE & BLOCKS TO BE WRAPPEDWITH 2 LAYERS OF 4 MIL i PLASTIC i WATERMAIN, VALVE BOX SIZE VARIES ALIGNMENT DEVICE SOLID CONCRETE BLOCKS MIN 4' THICK .IN 8"X 12' NOTES: R 1. ALL VALVES SHALL BE FITTED WITH EXTENSION STEMS. TO a BRING THE OPERATING NUT TO BE Z' FROM THE SURFACE. 2. ALL BELOW GROUND NUTS. BOLTS, AND RODDING SHALL BE CORE -BLUE OR 316 STAINLESS STEEL. s TYPICAL RESILIENT WEDGE VALVE & BOX INSTALLATION 10" & UNDER WATERMAIN A! NO SCALE emi E PRAPOVED lir Otse O STANDAR�OS 3 - LATE N0. •` B 19-1a JG UNDISTURBED SOIL PLAN Ar DFND u 0 n _ M r iii NOT LESS THAN 6' o SECTION 'B' AT BEND 6. iIN ' A f 'I UNDISTURBED SOIL PLAN •A' i r o NOT LESS THAN 6' a SECTION 'A' N0. 0 x NIMNC4oDA is FORD SERIES A LID COVER 8" FINISHED GRADE (BITUMINOUS) CLASS 5 s CURB STOP COVER FOR DRIVEWAY INSTALLATION ¢ NO SCALE E STANDARD Z.S. Qtffko 0ATE N0. !PB SIZ SECTION 'AA' .3 "\ COVER FITTING ENCASED IN CONCRETE WITH POLYETHYLENE OR PLAN 'AA' BUILDING PAPER PRIOR TO POURING AP FD elrr oP IS RDPLATE O1�S8 TEB or PLUG CROSS W/ 2 PLUGS 0.e. 90° BEND) 1/g BEND (45'BEND) AND L16 BEND (223°) 6" (1,22 CuYda 0.15 CuYda 0.03 CuYda g" 0,27 CuYda 0.29 CuYda 0.08 CuYda 10' 0.32 CuYda O.4B CuYda 0.14 CuYds 12' 0.37 CuYda 0.73 CUYda 0.21 CuYda 16' 0.53 CuYda 1.73 CuYda 0.49 CuYda 20' 0.82 CuYda 3.36 CuYda 0.95 CuYda 24• 1.34 CuYda 5.77 CuYda 1.83 CuYdr NOTE: 1. COVER FITTINGS ENCASED IN CONCRETE WITH POLYETHYLENE OR BUILDING PAPER PRIOR TO POURING. 2. CONCRETE BLOCKING SHALL BE POURED AGAINST FIRM, UNDISTURBED GROUND. 3. CONCRETE SHALL MEET THE REQUIREMENTS FOR e GRADE B CONCRETE IN CONFORMANCE WITH MD/DOT 2461. 4. ALL METAL PARTS OF TIE ROD OR STRAP TYPE RESTRAINTS SHALL BE GALVANIZED OR COATED WITH ASPHALTIC TYPE RUSTPROOFIHG. 8 WATERMAIN CONCRETE BLOCKING QUANITIES �C m8 o APPR o ann oP STANDARD LATE N0. sa O�SG O R ZDOZ e a-19-13 <"y �•"' NINN[[OTh !PB SIZ SECTION 'AA' .3 "\ COVER FITTING ENCASED IN CONCRETE WITH POLYETHYLENE OR PLAN 'AA' BUILDING PAPER PRIOR TO POURING AP FD elrr oP IS RDPLATE O1�S8 TEB or PLUG CROSS W/ 2 PLUGS 0.e. 90° BEND) 1/g BEND (45'BEND) AND L16 BEND (223°) 6" (1,22 CuYda 0.15 CuYda 0.03 CuYda g" 0,27 CuYda 0.29 CuYda 0.08 CuYda 10' 0.32 CuYda O.4B CuYda 0.14 CuYds 12' 0.37 CuYda 0.73 CUYda 0.21 CuYda 16' 0.53 CuYda 1.73 CuYda 0.49 CuYda 20' 0.82 CuYda 3.36 CuYda 0.95 CuYda 24• 1.34 CuYda 5.77 CuYda 1.83 CuYdr ABOVE -GROUND TRACE /12 AWO COPPER WIRE ACCESS BO% CUD STEEL -BLUE PERMANENTLY MOUNTED (TYP) TO GRADE FLANGE BOLT v 1.0' MAX (SEE FRONT VIEW) 3 -WAY CONNECTOR 1.0' MAX TRACE WIRE AROUND NORTH I DR EAST SIDE �t -11 OF FITTIEAST GS SI 1.0' MAX 1.0' MAX DRIVE-IN WIRE UNDERNEATH MAGNESIUM NORTH OR EAST GROUNDING SIDE OF HYDRANT N ANCHOR LEAD ROD TAPE OR PLASTIC WIRE UNDERNEATH TIE (TYP) EAST SIDE OF WATERMAIN WATERMAIN HYDRANT - PLAN VIEW HDPE OR STAINLESS STEEL BRACKEI(TYP).i O ABOVE GROUND PERMANENTLY SECURE ACCESS BOTRACE WIRE GRADE FLACCESS BOX NEW STAINLESS STEEL BOLT TW 2.0' MIN FOR BRACKET INSTN HYDRANT 1 0' MAX TAPE OR PLASTIC TI DrawingNO. �2 APPROVED D /12 AWO COPPE cSTEEL-BLU) .iWIRE CONTINUES UNDER HYDRAN 1.0' MA%AND CONNECTS TO MAIN LIN (SEE PLA) /14 AWG COPPER CIAO STEEL RED, FACTORY HYDRANT LOCATOR ROD (FULLY WRAPPED FIBERGLASS) 5 FT LENGTH RED/WHITE WITH STAINLESS STEEL GLOBE STYLE SPRING MOUNT 2 1/2" HOSE CONNECTION 4 1/2" PUMPER CONNECTION n I i AT NOTES: r 1. 22" BREAKOFF SECTION 2. LEFT HAND OPERATING NUT 3. PAINT BARREL SECTION RED TO GRADE 4. DRAIN HOLES ABOVE NORMAL WATER NOMINAL TABLE 70 BE OPEN. DRAIN HOLES GROUND BELOW NORMAL WATER TABLE TO BE i 7 LINE PLUGGED. HYDRANTS WITH PLUGGED DRAIN HOLES SHALL BE TAGGED WITH 8 3/8 A METAL STRIP AND THE NOZZLE PAINTED BLACK S. ALL CAPS SHALL BE FITTED WITH STANDPIPE CHAINS. i BOTTOM S. ALL BELOW GROUND NUTS AND BOLTS SHALL BE CORE -BLUE OR 316 STAINLESS STEEL m PACER TRAFFIC FLANGE HYDRANT (OR APPROVED EQUAL) NO SCALE ^"^"••" clrY of �SQ O STANDARD N0. 'e J G /ry` ]-Is-16 MINKssorA (� ISG Project No. CONNECTED TO HEIGHT OF VALVE BOX TO BE ADJUSTED TO FINISHED GROUND ROD GRADE ABOVE CURB DRIVE-IN MAGNESIUM 1.0' AX GROUNDING ANODE ROD TRACER WIRE DETAIL HYDRANT - SECTION VIEW NO SCALE DrawingNO. �2 APPROVED D LCINp OP 1rSG O G STANDARDPLATENO. MINNa40TA HYDRANT LOCATOR ROD (FULLY WRAPPED FIBERGLASS) 5 FT LENGTH RED/WHITE WITH STAINLESS STEEL GLOBE STYLE SPRING MOUNT 2 1/2" HOSE CONNECTION 4 1/2" PUMPER CONNECTION n I i AT NOTES: r 1. 22" BREAKOFF SECTION 2. LEFT HAND OPERATING NUT 3. PAINT BARREL SECTION RED TO GRADE 4. DRAIN HOLES ABOVE NORMAL WATER NOMINAL TABLE 70 BE OPEN. DRAIN HOLES GROUND BELOW NORMAL WATER TABLE TO BE i 7 LINE PLUGGED. HYDRANTS WITH PLUGGED DRAIN HOLES SHALL BE TAGGED WITH 8 3/8 A METAL STRIP AND THE NOZZLE PAINTED BLACK S. ALL CAPS SHALL BE FITTED WITH STANDPIPE CHAINS. i BOTTOM S. ALL BELOW GROUND NUTS AND BOLTS SHALL BE CORE -BLUE OR 316 STAINLESS STEEL m PACER TRAFFIC FLANGE HYDRANT (OR APPROVED EQUAL) NO SCALE ^"^"••" clrY of �SQ O STANDARD N0. 'e J G /ry` ]-Is-16 MINKssorA (� O HYDRANT DRAIN IN. 2 LAYERS OF PLASTIC 4 MIL WATERMAIN VALVE BOX MIN. THICKNESS ALIGNMENT ,..+Y _ CRUSHED ROCK O1 CU. YD. 1ti CONCRETE THRUST BLOCK & BASE 3 TIE BACK THE VALVENOTES: OT S• 18° MINIMUM 1, HYDRANT DRAINS BELOW WATER TABLE TO $ SEPARATION FROM BE PLUGGED AND THE HYDRANT TAGGED SANITARY SEWER WITH METAL STRIP AND THE NOZZLE V PAINTED BUCK. 2. ALL BELOW GROUND NUTS, BOLTS, AND RODDING SHALL BE CORE -BLUE OR 316 STAINLESS STEEL. HYDRANT AND VALVE INSTALLATION = No scA1c 1 Ots- P STANDARD No. gg R 0 Ttl ]-19-ia NIMM[IOTA Issued: Date: CITY SUBMITTAL #1 09/29/22 Revisions: Date: B.M. ELEVATION =873.32' TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEW AVENUE AND PARK AVENUE NORTHEAST 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 RYAN J. ANDERSON DATE LIQCG MANAGING LOCATION: MINNEAPOLIS / ST. PAUL OFFICE 7900 INTERNATIONAL DRIVE INTERNATIONAL PLAZA, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 ZfU.MInc. 420FaribOulI, MNue 55021 rrh ALDI Inc. Store #: 141 OTSEGO, MN 87TH ST NE & PARRISH AVE NE OTSEGO, MN 55330 WRIGHT COUNTY Project Name & Location: SITE DETAILS Drawing Name: ISG Project No. APPROVED LOCATOR ROD HYDRANT MARKER HEIGHT OF VALVE BOX TO BE ADJUSTED TO FINISHED PACER TRAFFIC FLANGE HYDRANT OR APPROVED EQUAL GRADE ABOVE CURB IO 4X ��TI3y Reviewed By: RJA DrawingNO. �2 VALVE LOCATION ' 2' FEET FROM BACK OF CURB UNDISTURBED EXTENSION SOIL !_ ROD O HYDRANT DRAIN IN. 2 LAYERS OF PLASTIC 4 MIL WATERMAIN VALVE BOX MIN. THICKNESS ALIGNMENT ,..+Y _ CRUSHED ROCK O1 CU. YD. 1ti CONCRETE THRUST BLOCK & BASE 3 TIE BACK THE VALVENOTES: OT S• 18° MINIMUM 1, HYDRANT DRAINS BELOW WATER TABLE TO $ SEPARATION FROM BE PLUGGED AND THE HYDRANT TAGGED SANITARY SEWER WITH METAL STRIP AND THE NOZZLE V PAINTED BUCK. 2. ALL BELOW GROUND NUTS, BOLTS, AND RODDING SHALL BE CORE -BLUE OR 316 STAINLESS STEEL. HYDRANT AND VALVE INSTALLATION = No scA1c 1 Ots- P STANDARD No. gg R 0 Ttl ]-19-ia NIMM[IOTA Issued: Date: CITY SUBMITTAL #1 09/29/22 Revisions: Date: B.M. ELEVATION =873.32' TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEW AVENUE AND PARK AVENUE NORTHEAST 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 RYAN J. ANDERSON DATE LIQCG MANAGING LOCATION: MINNEAPOLIS / ST. PAUL OFFICE 7900 INTERNATIONAL DRIVE INTERNATIONAL PLAZA, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 ZfU.MInc. 420FaribOulI, MNue 55021 rrh ALDI Inc. Store #: 141 OTSEGO, MN 87TH ST NE & PARRISH AVE NE OTSEGO, MN 55330 WRIGHT COUNTY Project Name & Location: SITE DETAILS Drawing Name: ISG Project No. Type: V7.0 ER 21-25841 Drawn By: MJE Designed By: MJE C-02,4, Reviewed By: RJA DrawingNO. P'FILTRATKIN BASIN CONSTRUCTION A WORK SHALL INCLUDE -ALL EXCAVATION AND CONSTRUCTION AS OUTLINED INTHE PLANS, SPECIFICATIONS AND DETAILS OUNINING THE CONSTRUCTION OF THE INFILTRATION BASIN. B. THE CONTRACTOR SHALL MAINTAIN SILT FENCE AROUND THE PERIMETER OF THE INFILTRATION BASIN DURING ALL PHASES OF CONSTRUCTION. THE INFILTRATION AREA MUST BE STAKED OFF AND MARKED TO KEEP ALL CONSTRUCTION TRAFFIC, EQUIPMENT AND MATERIAL STOCKPILES OUT OF THE PROPOSED III FILTRATION AREA, C. THE CONTRACTOR SHALL ENSURE THAT THE INFILTRATION BASIN IS NOT USED AS A SEDIMENT TRAP DURING CONSTRUCTION AND THAT 110 RUNOFF ENTERS THE BASIN PRIOR TO THE COMPLETION OF CONSTRUCTION AND COMPLETE STAB!LUATION OF SURROU`IDIYG AREAS DRAINING TO THE BASIN. ALL UPLAND DRAINAGE MUST BE DIVERTED TO PREVENT RUNOFF FROM ENTERING INFILTRATION BASIN WORKARFA D. ItFILTRATI ON BASIN SHALL BE CONSTRUCTED AT THE END OF THE PROJECT AFTER ALL AREAS SURROUNDWG D AND DRAINING INTO IT RAVE BEET CONSTRUCTED AND FILLY STABILIZED. THIS INCLUDES THE SANITARY SEWER IN ORDER TO AVOID SOIL COMPACTION IN THE BASIN NO EQUIPMENT SHALL BE DRIVEN IN THE AREA OF THE BASIN PRIOR TO ITS CONSTRUCTION, AND WHEN IT IS CONSTRUCTED ONLY UGHT EARTH MIOVNG EQNPMEINTWITH TRACKS SHALL BE USED. E AFTER FILA. GRADING THE BASINS FLOOR SHALL BE TILLED TOA DEPTH OFAT LEAST B INCHES TO PROVIDE AWELL-AERATED, POROUS SURFACE. SMEARING O THE SOL 14 THE BASIN SHALL BE AVOIDED AND IF SMEARING DOES OCCUR ITSHALL BE CORRECTED BY RAKING OR RETLLING OF THE BASIN. F. IMMEDIATELY FOLLOWING INFILTRATION BASIN CONSTRUCTION, THE ENTIRE BASIN SPALL BE SEEDED AND STABILIZED AS INDICATED IN THE PLANS. INFILTRATION BASIN MTUSTBE FULLY STABILIZED PRIORTOANY UPSTREAM RUNOFF BEING DIRECTED TO BASIN. C. INFILTRATION FACILITIES SHALLNGT BE EXCAVATED WITHIN 3 -FT OF FINAL GRADE UNTIL TME CONTRBUMG DRAINAGE AREA HAS BEEN CONSTRUCTEDAND FULLY STABILIZED. ANY ACCUMULATED SEDIMENT MUST BE REMOVED IN A ILONER THATPREVEMSCOMPACTION OF THE BOTTOM.TO PROVIDEDAW'ELLAERATED, HOLY POROUS SURFACE, THE SOILS BELOW AN INFILTRATION PRACTICE MUST BE LDDSENEDTOA MINIMUM DEPTH OF 1UNCHES PRIORTO PINNING H AFTER FINAL GRADING, SOILTESTING SHOULD BE PERFORMEDTO ENSURETHAT POORLY GRADED SANDS IHSG A SOILS)ARE BELOWTHE SASIN.IF SILTY SANDS (HSG BSOILS), DR OTHER SOLSTHATARE NOTCOYOICIVETO INFILTRATION ARE FOUND, EXCAVATETO REMOVE THE SILTY SONO LAYER AND REPIAGEWITH POORLY GRADED SANDS BASIN SEEDING: REFER TO SITE RESTORATION PLAN FOR BASIN SEEDING REQUIREMENTS. 4:1 SLOPE TOPOFPOMIELEV=B6T — — — — — — — — — — — — — — — — — — _ OVELANDOVERFLOYf MAXRlLSLOPE 10. ELEVz W5S7 P) LNSTALLTRASHRACKOY I2, HI61GIH^WATERR1IIIEVEL�� 'yf� UPGR4DENTOUTLE� e ? -�` 1/ if �IyI 1' II 11 11 IRiN TO BYf BASIN(SEEDETAL) 11 I III=—III—III--� i i I III I I I=1 I I -I_ I I I I_II_I I I S -III 111= - UNDISTURBED,NON-CONIPACTEDINSrrUSOLs III-III_II� III= �I � IIS I-III-� I I I � I I I � I I I=1 ,III I_I_I -111111 �_I III -III NW BASIN INFILTRATION BASIN NTS SD800 INFILTRATION BASIN CONSTRUCTgtt A WORKSIAL INCLUDE -AIL EXCAVATIONAND CONSTRUCTIONAS OUTLINED IN THE PIANS, SPECIICATIONSAND DETAILS OUTLINING THE CONSTRUCTION OF THE INFILTRATION BASIN. B. THE CONTRACTOR SH41 MAINTAIN SILT FENCE AROUND THE PERIMETER OF THE INFILTRATION BASIN DAM ALL PHASES OF CONSTRUCTION. THE INFILTRATION AREA MUST BE STAKED OFF AND MARRED TO KEEP ALL CONSTRUCTION TRAFFIC, EQUIPMENT AND MATERIAL STOCKPILES OUT OF THE PROPOSED NFLTRATIONAREA C. THE CONTRACTOR SHALL ENSURE THAT THE INFILTRATION BASIN B NGT USED AS A SEDIMENT TRAP DURING CONSTRUCTION AND THAT NO RUNOFF ENTERS THE BASIN PRIOR TO THE COMPLETION OF CONSTRUCTION AND COMPLETE STABILIZATION OF SURROUNDING AREAS DRAINING TO THE BASIN. ALL UPLAND DRAINAGE MUST BE DIVERTED TO PREVENT RUNOFF FROM ENTERING INFILTRATION BASIN WORK AREA D. N'FLTRATION BASIN SHALL BE CONSTRUCTED AT THE END OF TIE PROJECT AFTER ALL AREASSURROUNING IT AND DRAINING INTO IT HAVE BEEN CONSTRUCTED AND FILLY STABILIZED, THIS INCLUDES THE SANITARY SEWER IN ORDER TO AVOID SOL COMPACTION LATHE BASIN 110 EOUIPMENT SHALL BE DRIVEN N THE AREA OF THE BASIN PRIOR TO ITS CONSTRUICTION,AND WHEN IT IS CONSTRUCTED ONLY LIGHT EARTH MOYL40 EOULPMIFNT WITH TRACKS SIAL BE USED. E AFTER FINAL GRADING THE BASINS FLOOR SHALL BE TILLED TOADEPTH OFAT LEAST 6 INCHES TO PROVIDE A WELL-AERATED, POROUS SURFACE.S!'EARING OF THE SOL IN THE BASIN SPALL BEAVOIDEDAND IF SMEARING DOES OCCUR IT SHALL BE CORRECTED BY RAKING OR RETILLNG OF THE BASIN. F. IMMEDIATELY FOLLOWING INFILTRATION BASIN CONSTRUCTION, THE ENTIRE BASIN SWILL BE SEEDED AND STABILIZED AS INDICATED N THE PINS. INFILTRATION BASIN MUST BE FULLY STABILIZED PRIOR TO ANY UPSTREAM RUNOFF BEIM DIRECTED TO BASIN. G. NFLTRATMIFAGLMESSMLLMTSEIXCAVATEDWIIHN3+7 OF FN4LGRADE UNNLTHE CONTRIBUTING DRANAGEAREAHAS BEEN CONSTRUCTEDAND FULLY STABILIZED.ANYACGUMULATED SEGMENT MUST BE REMOVED NAMWNER THATPREVEMSCOMPACTION OF THE SOTTOM. TO PROVDEDAWELLAERATED, HIGHLY POROUS SURFACE,THESOOV LS BELAN INFILTRATION PRACTICE FUST BE LOOBEiEDTOAMllWMUM DEPTH OF IB4NCHES PRIOR TO PITTING H. AFTER FINAL GRADING, SOL TESTING SHOULD BE PERFORMED TO ENSURE THAT POORLY GRADED SANDS (HSG A SOLS) ARE BELOW THE BASIN. IF SILTY SANDS OWRSOBS), OR OTHER SOILS THAT ARE HOT CONDUCIVE TO INFILTRATION ARE FOUND, EXCAVATE TO REMOVE THE SILTY SAND LAYER AND REPLACEWLTH POORLY GRADED SANDS BM14SEEMG: REFER70 SITE RESTORATION PURI FOR BASIN SEEDING REGUIREMENTS 4:1SLOUE TOPOFPOND ELEV=86T — _ ^ OVERLAND OVERFLOW ELEV=865.58 _ Ml4X3H1LSLOPE ID " ,.... WST�TRAEHR�� \ ➢.a I //A E NFIEv=YBB5.�' —III— OUTLET TN 5�'l—I OUTLET 6S I— 15.) d SEEDET _ I-II- BOTTOM —I_i UIKOISTU I 4C0!.IPACTEO INSITU SOILS —I I - �_� L I -III -III III I_ I I I I- I II I I - I I I I' I III=1 I I=1_I- I_I _I I I-- I -1 11=I^ III -1 I 1=1 I LL__ I_ _ _ - I ,III-III=1�1- II -I �IIIIII_'I,�IIIII,�II111,,IMI-IIII�IIIII�I1�11�1-i SW BASIN INFILTRATION BASIN �4 NTS SD800 a Issued: Date: CITY SUBMITTAL 111 09/29/22 Revisions: Date: I B.M. ELEVATION=873.32' TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEW AVENUE AND PARK AVENUE NORTHEAST REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UN DER THE LI=D THE STATE OF MINNESOTA. RYAN J. ANDERSON w 0 LL z /MM IY� Z 2 J W 1.1. a DATE LIC. NO. 55938 Z 0 rF V A e, N3 it U) MANAGING LOCATION: Z MINNEAPOLIS / ST. PAUL OFFICE O 7900 INTERNATIONAL DRIVE INTERNATIONAL PLAZA, SUITE 550 MINNEAPOLIS, MN 55425 V PHONE: 952.426.0699 �� , °REWW Inc. 0 ��®� 420Fanbalult, Avenue 55021 LL LL Is�SjZus� ALDI Inc. Store #: 141 ~ OTSEGO, MN 0 87TH ST NE & PARRISH AVE NE Z OTSEGO, MN 55330 WRIGHT COUNTY N Project Name & Location: Q SITE DETAILS 5Z Drawing Name: = ISG Project No. J Type: V7.0 ER W 21-25841 /�/ Drawn By: WE a Designed By: WE C-025 Reviewed By: RJA I Drawing NO. 10'OSTD.PPECOLUI SW 0MCHOR BOLT ASSEMBLY 36' LONG (F1554 GRADE 36), HOG TOP 8 BOTTOM WITH LEVELING NUT B HARDENED WASHERS auruu.ml. 1 '1 r r r > & r 1 r DETAIL IB' N.T.S. ALDI, INC. PYLON SIGN DETAIL N.T.S. 1-014'.16'x16' PLATE —I f81: ELECTRIC CQIOURFOR 9x3ILLUMINATED "LON SIGN (COORDOIATEWISITE ELECTRICAL. MAN) JFORCED CONCRETE PIER 36' LONG (F1554 GRADE 36), 1) I -114'x16'.16' MATE F81, ELECTRIC CONDOR FOR 10'xI71LLUWATED PYLON SIGN (COOROINVE VYISTTE ELECTRICAL MAN) f2'O.C. Typ.rr4h Top 3T `3REINFORCED CONCRETE PIER &r D.C. NiN (MINIMUM 4000 P.S.I.) I EQUALLY SPACED COYER CONSTRUCTION NOTES: A. SPECIFICATIONS 1. DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE 'STEEL CONSTRUCTION MANUAL', 14TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, UNO. 2. STEEL MATERIALS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING SPECIFICATIONS, UNO. a. HSS RECTANGULAR, ASTM A500 GRADE B. Fy =46 ksi b. HSS ROUND, ASTM A500 GRADE B, Fy = 42 ksl c. PIPE, ASTM A53 GRADE B, Fy = 35 ksi d*PLATES AND BARS, ASTMA36,Fy=36 ksi 3. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.1 (LATEST EDITION)'STRUCTURAL WELDING CODE'. 4. CONCRETE SHALL BE NORMAL WEIGHT, UNO, AND MEET THE FOLLOWING CRITERIA. a. rc=4,000 psi b. 6`Y +I.1.5%AIR ENTRAINMENT c. 0.55 MAXIMUM WATER -TO -CEMENT RATIO d. CEMENT SHALL CONFORM TO ASTM C150, TYPE VII e. READY -MIX CONCRETE SHALL BE MIXED AND DELIVERED ACCORDANCE WITH ASTM C94. I. CONCRETE SHALL BE CAST INPLACE AGAINST UNDISTURBED SOIL. A SONO -TUBE FORM SHOULD ONLY BE USED FOR THE TOP I2'OFTHE FOOTING. CONCRETE FORM -WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACE 301 (LATEST EDITION) 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS', EXCEPT AS MODIFIED BY THESE DRAWINGS. 5. ALL ANCHOR RODS SHALL BE SUPPLIED AND INSTALLED BY THE CONCRETE CONTRACTOR, UNO, AND MEET THE FOLLOWING SPECIFICATIONS. a. ALL ANCHOR RODS SHALL BE ASTM F1554, GRADE 36, HEX -HEAD, NUTS SHALL BE ASTM A563, GRADE A, HEAVY -HEX, HARDENED WASHERS SHALL BE ASTM 436, OVERSIZED PLATE WASHERS SHALL BE ASTM A36, AND ALL HOT -DIPPED GALVANIZED. It. ALL ANCHOR RODS SHALL BE SET WITH TEMPLATES. 6. DEFORMED BAR REINFORCEMENT SHALL BE ASTM A615, GRADE 60, UNO, AND MEET THE FOLLOWING CRITERIA. a. DEVELOPMENT LENGTH OF STRAIGHT BARS SHALL BE 48 TIMES THE DIAMATEROFTHE BAR. b. MINIMUM CLEAR CONCRETE COVER SHALL BE3INCHES. c. ALL REINFORCING STEEL, ANCHOR RODS,DOWELS, AND INSERTS SHALL BE SECURED IN POSITION WITH WIRE POSITIONERS, OR EQUIVALENT, BEFORE PLACING CONCRETE. 7. PYLON POLES ARE TO BE PAINTED 'SHERWIN WILLIANIS SW - 70119 GAUNTLET GRAY. FOLLOW MANUFACTURERS SPEC FOR PAINTING. B. SUBMITTALS: 1. PRIOR TO SUBMITTAL, THE CONTRACTOR SHALL REVIEW THE SHOP DRAWINGS AND MAKE ANY CORRECTIONS REQUIRED. THE CONTRACTOR SHALL STAMP AND SIGN THE SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE ENGINEER. 2. THE CONTRACTOR SHALL SUBMIT PRODUCT DATA FOR PROPRIETARY MATERIAL AND ITEMS, INCLUDING FORMING ACCESSORIES,ADMIXTURES, PATCHING COMPOUNDS, SEALANTS,WATERSTOPS, JOINT SYSTEMS, CURING COMPOUNDS, AND OTHERS IN AND FOR CONSTRUCTION. 3. THE FABRICATOR SHALL CLEARLY HIGHLIGHTICLOUD ANY CHANGES MADE IN THE SHOP DRAWINGS WHICH DO NOT COMPLY WITH DESIGN DRAWINGS, ANY CHANGES MUST BE APPROVED BY THE ENGINEER PRIOR TO FABRICATION. 4. CONTRACTOR TO SUBMIT THE FOLLOWING DRAWINGS TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION OF SIGN. a. CONCRETE REINFORCING STEEL It. ANCHOR RODS c. CONCRETE MIX DESIGNS d. STRUCTURAL STEEL e. ADDITIONAL SHOP DRAWINGS REQUESTED IN THE SPECIFICATIONS. 5. A COPY OF ALL SHOP DRAWINGS SHALL BE MAINTAINED ON SITE AT ALL TIMES. C. QUALITY CONTROL AND QUALITY ASSURANCE: 1. COORDINATE FOR ENGINEER OR OWNER'S INDEPENDENT TESTING AGENCY TO INSPECTAND APPROVE REINFORCING STEEL AND EMBEDS PRIOR TO ORDERING CONCRETE. 2. COORDINATE FOR OWNER'S INDEPENDENT TESTING AGENCY TO BE ON SITE AND PERFORM CONTINUOUS INSPECTION WHILE CONCRETE PLACEMENT IS OCCURING. PROVIDE NOTICE NO LESS THAN 48 HOURS IN ADVANCE OF CONCRETE PLACEMENT. 3. COORDINATE WITH OWNER'S INDEPENDENT TESTING AGENCY TO SAMPLE CONCRETE AT TIME OF PLACEMENT IN ORDER TO PERFORM SLUMP,AIR, TEMPERATURE AND CASTING OF CYLINDERS. 4. ANY AND ALL WORK PERFORMED WITHOUT PROPER INSPECTION AND TESTING AS OUTLINED IN THIS SPECIFICATION WILL BE CONSIDERED UNAUTHORIZED WORK. ANY CORRECTIVE MEASURES REQUIRED OF THE UNAUTHORIZED WORK WILL BE AT CONTRACTORS OWN EXPENSE. Issued: Date: CRY SUBMITTAL #1 09/29/22 I Revisions: Date.I B.M. ELEVATION =873.32' TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEW AVENUE AND PARK AVENUE NORTHEAST UNDERTHE LAWS OF THE RYAN J. ANDERSON DATE UQ N0. 55936 Z O U D I.w F- U) V/ Z O U w O LL F- O Z I.L. Q Z J W w a Z LO r U D L�L r N MANAGING LOCATION: Z MINNEAPOLIS / ST. PAUL OFFICE 7900 INTERNATIONAL DRIVE INTERNATIONAL PLAZA, SUITE 550 1 MINNEAPOLIS, MU N 55425 PHONE: 952.426.0699 ALEnInc. p 4p8ouivnuFDnb, Avenue North U. 01M "s ALDI Inc. Store #: 141 ~ OTSEGO, MN O 87TH ST NE & PARRISH AVE NE Z OTSEGO, MN 55330 WRIGHT COUNTY Project Name & Location: PYLON SIGN DETAIL 5Z Drawing Name: = ISG Project No. Type: V7.0 ER 21-25841 LL!UJ Drawn By: MJE IL Designed By: MJE C-026 Reviewed By: RJA DraWing No. STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE PROJECT LOCATION PROJECT/SITE NAME: ALDI PROJECT LOCATION: OTSEGO, MN CITY/TO W N S NI P: OTSEGO COUNTYISTATE: MINNESOTA ZIP GODS 55330 QUARTER SECTION, SECTION, TOWNSHIP, RANGE NE V, SECTION 22, T121N, R23W PROJECT DESCRIPTION THE PROJECT INCLUDES CONSTRUCTION OF A NEW ALDI STORE WHICH INCLUDES THE AUDI BUILDING AND PARKING LOT. THIS SITE WILL HAVE TWO ENTRANCES FROM 87m STREET NE AND PARKVIEW AVENUE THIS SITE HAS NEW STORM SEWER INFRASTRUCTURE WHICH INCLUDES 3INFILTRATION BASINS. PRE -CONSTRUCTION IMPERVIOUS SURFACE AND DISTURBED AREA CALCULATIONS TOTAL AREA TO BE DISTURBED = 2.946 ACRES MINIMUM AREA REQUIRING MPCA PERMIT =1.00 ACRES AN MPCA NPDES PERMIT IS REQUIRED FOR THIS PROJECT" IMPERVIOUS AREA PRE -CONSTRUCTION = 0,00 ACRES/POST-CONSTRUCTION =1.69 ACRES NET INCREASE OF IMPERVIOUS AREA = 1.69 ACRES MINIMUM NEW IMPERVIOUS SURFACE AREA CREATED REQUIRING PERMANENT STORMWATER MANAGEMENT= 1.69 ACRES (BASED ON MPCA PERMIUCITY CODEANATERSHED REQUIREMENTS) CONTACT INFORMATION/RESPONSIBLE PARTIES THE OWNER OWNS THE LAND, ADJACENT ROADS, AND EASEMENT AREAS ASSOCIATED WITH THE PROJECT. THE OWNER IS THE OWNER CO -PERMITTEE APPLYING FOR PERMIT COVERAGE AND WILL BE RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT INCLUDING DEVELOPING THIS SWPPP AND THE LONG-TERM MAINTENANCE PLAN OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM FOR THIS PROJECT (IF APPUCABLE). THE OWNER WILL ENSURE THAT THE DESCRIBED WORK IN THE SWPPP IS BEING COMPLETED BY THE OPERATOR PERMITTEE OWNERIPERMITTEE AUDI, INC. (ANDREW MACK DIRECTOR OF REAL ESTATE) 4201 BAGLEY AVE FARIBAULT, MN 55021 507.333.9460/ANDREW.MACK®ALDI.US THE PRIMARY CONTRACTOR WILL ENTER INTO A CONTRACT WITH THE OWNER TO COMPLETE THE REQUIRED WORK FOR THIS PROJECT. THE PRIMARY CONTRACTOR WILL BECOME (UNDER CONTRACT) THE OPERATOR CO -PERMITTEE APPLYING FOR PERMIT COVERAGE ON THE NPDES PERMIT (THROUGH EXECUTION OF A NPDES PERMIT MODIFICATION FORM), AND THEREBY AGREE TO IMPLEMENT THIS SWPPP IN COOPERATION WITH THE OWNER THE OPERATOR IS RESPONSIBLE FOR IDENTIFYING AN EROSION CONTROL SUPERVISOR PRIOR TO STARTING CONSTRUCTION (REFER TO SWPPP AMENDMENT SECTION) THE NPDES PERMIT MODIFICATION FORM SHALL BE SUBMITTED TO THE MPCA AFTER THE PROJECT IS AWARDED TO THE OPERATION, PRIOR TO LETTING THE PROJECT. THE OPERATOR WILL ENSURE THAT INDIVIDUALS OVERSEEING OR IMPLEMENTING THE SWPPP HAVE BEEN PROPERLY TRAINED AND THAT CERTIFICATIONS WILL BE MADE AVAILABLE UPON REQUEST. THIS INCLUDES ANY SUB -CONTRACTORS THAT THE OPERATOR EMPLOYS UNDER SEPARATE CONTRACT. THE OPERATOR WILL PROVIDE THE CONTACT INFORMATION FOR THE EROSION CONTROL SUPERVISOR, SITE SUPERINTENDENT/FOREMAN, AND BMP INSTALLERS. THE EROSION CONTROL SUPERVISOR SHALL BE A RESPONSIBLE EMPLOYEE OF THE PRIME CONTRACTOR ANDIOR DULY AUTHORIZED BY THE PRIME CONTRACTOR TO REPRESENT THE PRIME CONTRACTOR ON ALL MATTERS PERTAINING TO THE NPDES CONSTRUCTION STORMWATER PERMIT COMPLIANCE. THE EROSION CONTROL SUPERVISOR SHALL HAVE AUTHORITY OVER ALL OPERATOR ACTIVITIES WHICH INFLUENCE NPDES PERMIT COMPLIANCE, INCLUDING GRADING. EXCAVATION, BRIDGE CONSTRUCTION, CULVERT INSTALLATION, UTILITY WORK, CLEARINGIGRUBBING, DEWATERING, AND ANY OTHER OPERATION THAT INCREASES THE EROSION POTENTIAL ON THE PROJECT. THE OPERATOR WILL PERFORM A PRECONSTRUCTION SITE VISIT TO ADDRESS ANY AREAS OF CONCERN PERTAINING TO ENVIRONMENTAL COMPLIANCE. THE OPERATOR WILL IMPLEMENT AND MAINTAIN BMPS FOR THE DURATION OF CONSTRUCTION PROJECT. THE OPERATOR WILL COMPLETE THE REQUIRED SITE INSPECTIONS, AND IS RESPONSIBLE FOR SECTION 34, B-22, 24, AND APPLICABLE PARTS OF 23, TO REMAIN IN COMPLIANCE WITH NPDES PERMIT. OPERATORMERMITTEE: (TO BE DETERMINED AND IDENTIFIED THROUGH TRANSFER OF NPDES-CSW PERMIT) ISG INC. HAS BEEN CONTRACTED BY THE OWNER TO DEVELOP THE SWPPP PLAN FOR THIS PROJECT. THIS SWPPP WAS PREPARED BY AN INDIVIDUAL THAT HAS BEEN PROPERLY TRAINED IN ACCORDANCE TO SECTION 21 OF THE NPDES PERMIT (CERTIFICATION CARDS ARE AVAILABLE UPON REQUEST). ISG INC. WILL OFFER GUIDANCE FOR COMPLIANCE WITH THE NPDES PERMIT BEFORE, DURING, AND AFTER CONSTRUCTION OF THE PROJECT. SWPPP DESIGNER PERMENANT STORMWATER MANAGEMENT SYSTEM: ISG INC. (MICKY EBERTH) ISG INC. (RYAN ANDERSON) 217 E2" ST STE 110 7900 INTERNATIONAL DR, SUITE 550 DES MOINES, IA 50309 MINNEAPOLIS, MN 55416 630470A4MMlCKY.EBERTH@ISGINC.COM 952426-068D/RYANANDERSON®ISGINC.COM PERMANENT STORMWATER TREATMENT SYSTEMS THE NPDES PERMANENT WATER QUALITY VOLUME (SECTION 15) FROM THE NET NEW IMPERVIOUS SURFACES OF THE PROJECT IS PROVIDED IN THE PROPOSED INFILTRATION BASIN. HYDROLOGIC AND WATER QUALITY MODELING DATA AND THE CONTAMINATION CHECKLIST IS AVAILABLE UPON REQUEST. THE SITE IS ABLE TO MEET THE FULL VOLUME REDUCTION REQUIREMENT. RATES WERE DETERMINED BY THE INFILTRATION RATE CHART IN THE MINNESOTA STORMWATER MANUAL UTILIZING SOIL -BORING RESULTS. LOCATION OF SWPPP COMPONENTS SUMMARY OF OPERATOR PREPARED SWPPP AMENDMENTS REQUIRED BY OWNER DESCRIPTION TITLE LOCATION SHEET NAME SWPPP NARRATIVE SWPPP NARRATIVE SWPPP NOTES SITE CONDITIONS SWPPP NARRATIVE SITE EROSION CONTROL PLAN SITE MAPS (SOILS, WATER RESOURCES, POTENTIAL POLLUTANT GENERATING ACTIVITIES) SWPPP MAP, SWPPP NARRATIVE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) CONSTRUCTION PHASINGISTAGING BUFFERS, &AREAS NOT TO BE DISTURBED SWPPP NARRATIVE SITE EROSION CONTROL PLAN DIRECTION OF SURFACE WATER FLOW PRE- & POST -CONSTRUCTION DRAINAGE PLAN SITE EROSION CONTROL PLAN IMPERVIOUS SURFACES CONSTRUCTION PLAN & PROFILE SITE EROSION CONTROL PLAN TEMPORARY EROSION & SEDIMENT CONTROL SNIPS FOR STEEP SLOPES (3:1), DNR FISH EXCLUSION WORK IN WATER RESTRICTIONS' REFER TO SWPPP TEMPORARY EROSION AND SEDIMENT CONTROL PLAN, SWPPP NARRATIVE SITE EROSION CONTROL PLAN PERMANENT EROSION PREVENTION BMPS TURF ESTABLISHMENT PLAN, SWPPP NARRATIVE SITE EROSION CONTROL PLAN; SITE RESTORATION PLAN STORM SEWER DRAINAGE PLAN UTILITY PLAN GRADING GRADING PLAN OVERALL GRADING PLAN: BUILDING GRADING PLAN ESTIMATED BMP QUANTITIES ESTIMATED QUANTITIES SITE EROSION CONTROL PLAN BMP DETAILSISPECIFICATIONS MISC. DETAJLS, SWPPP NARRATIVE SWPPP NOTES HYDROLOGICIWATER QUALITY MODELING 4201 Bogle( MN 55021 dh AVAILABLE UPON REQUEST EXISTING SITE CONDITIONS. SOILS. & WATER RESOURCES SOILS AND NATIVE TOPSOIL NATIVE TOPSOIL WILL BE STRIPPED AND STOCKPILED FOR FINAL GRADING OPERATIONS, WHERE INDICATED IN THE CONSTRUCTION PLANS AND SPECIFICATIONS METHODS AND EQUIPMENT TO MINIMIZE SOIL COMPACTION ON PROPOSED INFILTRATION AREAS, DRIP UNE OF TREES TO BE PRESERVED, ETC.) SHALL BE DETERMINED BY THE OPERATOR'S SWPPP AMENDMENT. TRACKED VEHICLES ARE PREFERRED AND WHEELED VEHICLES ARE DISCOURAGED IN THESE AREAS. THE FOLLOWING USDA-NRCS MAPPED SOILS ARE SHOWN AS'NOT HIGHLY ERODIBLE', POTENTIALLY HIGHLY ERODIBLE, AND HIGHLY ERODIBLE- ON THE COUNTY SOIL SURVEY MAP. DESCRIPTION OF RECEIVING WATERS (LOCATED WITHIN 1 -MILE): STORMWATER FROM THIS PROJECT WILL BE CONVEYED INTO THREE CONSTRUCTED INFILTRATION BASINS. THE PROJECT DISCHARGES TO A 15' PIPE THAT CONNECTS TO THE PUBLIC STORM SEWER ON 87r^ STREET NE NEAR THE INTERSECTION OF PARISH AVENUE.. HYDROLOGIC AND WATER QUALITY MODELING DATA IS AVAILABLE UPON REQUEST. DESCRIPTION OF IMPAIRED WATERS OR WATER 6UBJECT TO TMDLS: A SPECIAL AND IMPAIRED WATERS SEARCH WAS COMPLETED USING THE MPGA SEARCH ENGINE (HTTPSJR.IPCAMAPS.ARCGIS.COhVAPP OER.APPVIEWER/INDEXKFML?ID=E03EF170FA3E41F6BE92F9FAFEG1000C) ON 0912BJ2022. THE SEARCH SHOWED NO IMPAIRED WATERS OR WATERS SUBJECT TO TMDLS WITHIN THE PROJECT LIMITS. POTENTIAL FOR SEDIMENT AND/OR OTHER POLLUTANT(S) DISCHARGING FROM THE PROJECT SITE THE TEMPORARY EROSION AND SEDIMENT CONTROL BMPS IN THIS SWPPP HAVE BEEN DESIGNED TO MINIMIZE THE POTENTIAL OF SEDIMENTS DISCHARGING OFFSITE FROM A 0.5 INCH RAINFALL WITHIN A 24 HOUR PERIOD. THE NOM ATLAS 14 POINT PRECIPITATION FREQUENCY ESTIMATE FOR THE PROJECT LOCATION WAS REVIEWED AND USED FOR ANTICIPATED INSPECTION FREQUENCY, BMP DESIGN, AND ESTIMATING CONSTRUCTION ACTIVITIES IN THIS SWPPP. ATLAS 14 RESULTS DO NOT NECESSARILY REFLECT ANY DESIGN CRITERIA IN THE PERMANENT STORMWATER MANAGEMENT SYSTEM. ROUTINE INSPECTION AND BMP MAINTENANCE BY THE OPERATOR IS CRUCIAL IN ENSURING THE FUNCTIONALITY OF EACH BMP. STEEP SLOPES AND OTHER ENVIRONMENTALLY SENSITIVE AREAS THAT ARE AT A HIGHER RISK OF SEDIMENTATION ARE DEFINED IN THIS SWPPP (IF APPLICABLE). CONSTRUCTION PHASING/STAGING. BUFFERS, & AREAS NOT TO BE DISTURBED THERE IS NO CONSTRUCTION PHASING OR STAGING DEFINED BY THE OWNER FOR THIS PROJECT. THE SCHEDULE FOR INSTALLING TEMPORARY BMPS SHALL BE INCORPORATED INTO THE OPERATOR'S WEEKLY SCHEDULE FOR EACH CONSTRUCTION STAGE AND PRESENTED TO THE OWNER'S REPRESENTATIVE (PER MNDOT SPEC 1717.13), THE PROJECTS CONSTRUCTION PHASING AND STAGING IS DEFINED BY THE'CONSTRUCTION STAGING & TRAFFIC CONTROL PLAWAND PROJECT SPECIFICATIONS. ENVIRONMENTALLY SENSITIVE AREAS STEEP SLOPES: EXISTING AND PROPOSED SLOPES 1 IN 3 (33.33%) AND STEEPER THAT ARE PROPOSED TO BE DISTURBED ARE ILLUSTRATED ON THE PLAN SHEETS. STEEP SLOPES MAY BE TEMPORARILY CREATED DURING GRADING OPERATIONS IF NECESSARY, AT WHICH TIME TEMPORARY BMPS MUST BE IMPLEMENTED BY THE OPERATOR (THROUGH AN APPROVED SWPPP AMENDMENT) WITHIN 14 DAYS OF NO LONGER WORKING THE STEEP SLOPE. CONTAMINATED PROPERTIES: THE MPCNS WHATS IN MY NEIGHBORHOOD' DATABASE WAS RENEWED ON 09/28/2022 (WWW.PCA.STATE.MN.USDATAWHATS-MY-NEIGHBORHOOD) AND A CONTAMINATION ASSESSMENT WAS PERFORMED (AVAILABLE UPON REQUEST). THE RESULTS OF THIS RENEW SHOW NO KNOWN CONTAMINATED PROPERTIES OR LEAK SOURCES LOCATED WITHIN AND ADJACENT TO THE PROJECT LIMITS. STORMWATER POLLUTION MITIGATION MEASURES (AS IDENTIFIED FROM ENVIRONMENTAL REVIEM• NO FORMAL ENVIRONMENTAL REVIEW WAS REQUIRED FOR THIS PROJECT, THEREFORE, NO ADDITIONAL STORMWATER RELATED MITIGATION MEASURES APPLY. KARST AREAS: THERE ARE NO KNOWN ACTIVE KARST AREAS WITHIN OR ADJACENT TO THE PROJECT LIMITS SITE PLAN REQUIRED AREAS: NO AREAS OF 'HIGH ENVIRONMENTAL RISKS' ARE KNOWN TO BE LOCATED WITHIN OR IMMEDIATELY ADJACENT TO THE PROJECT LIMITS FLOOD CONTINGENCY PLAN: PROJECT ACTIVITIES MAY NOT OCCUR WITHIN THE IWYEAR FLOODPLAIN OR FLOODWAY, THEREFORE THE PROJECT ENGINEER (AT THEIR DISCRETION) MAY REQUIRE A PREVENTATIVE FLOOD CONTINGENCY PLAN FOR SPECIFIC PROJECT ACTIVITIES AND AREAS IF SEASONAL PRECIPITATION POSSES A POTENTIAL RISK OF FLOODING WORK AREAS WITHIN THE PROJECT LIMITS. THIS PLAN SHALLBE SUBMITTED BYTHE OPERATORTO THE OWNERS REPRESENTATIVE FOR APPROVAL A MINIMUM OF M HOURS PRIOR TO THE SCHEDULED WORK AND/OR DURING ACTIVE WORK WITHIN THE FLOODPLAIN. NO WORK WITHIN THE FLOODPLAIN CAN COMMENCE UNTIL WRITTEN APPROVAUNOTICE TO PROCEED FROM THE OWNERS REPRESENTATIVE IS RECEIVED. FISH EXCLUSION DATES: FISH EXCLUSION DATES ARE NOT APPLICABLE TO THIS PROJECT LOCATION. AQUATIC INVASIVE SPECIES: ALL IN -STREAM AND DEWATERING EQUIPMENT SHALL BE DECONTAMINATED OF ALL AQUATIC PLANTS AND PROHIBITED INVASIVE SPECIES PRIOR TO USING WITHIN SURFACE WATERS ONSITE AND TRANSPORTING OFFSITE. -ALL DECONTAMINATION ACTIVITIES SHALL MEET THE CHAPTER 1 STANDARDS OF THE MINNESOTA DNR'S BEST PRACTICES MANUAL FOR MEETING DNR GENERAL PUBLIC WATERS WORK PERMIT GP 2004-0001. WETLANDS: NO WETLANDS EXIST WITHIN OR IMMEDIATELY ADJACENT TO THE PROJECT LIMITS, APPLICABLE FEDERAL TRIBAL STATE OR LOCAL PROGRAMS: THE PROJECT FALLS UNDERTHE JURISDICTION OF SEVERAL ENTITIES, AS IDENTIFIED IN THE'AGENCY CONTACTS' TABLE ON PAGE 1 OF THE SWPPP. THE MORE STRINGENT OF LOCAL VS. STATE VS. FEDERAL RULES SHALL APPLY WHERE THEY CONFLICT. INFORMATION PERTAINING TO THE STATE NPDES PERMIT CAN BE FOUND AT:(HTTPJAWWV.PCASTATEMN.UWNDEX.PHPNJATERMATER-TYPES-MD-PROGRAMS/STORMWATER/CONSTRUCTION-STORMWATER). THE OPERATOR IS RESPONSIBLE TO COMPLY WITH ALL APPLICABLE PERMITS, MNOOT SPECIAL PROVISION, MNDOT SPEC BOOK (2010 EDITION), MNDOT SPECIFICATIONS 1717, SEQUENCE OF CONSTRUCTIONITIMING OF BMP INSTALLATION NO CONSTRUCTION OPERATIONS, INCLUDING REMOVALS. THAT REQUIRE EROSION & SEDIMENT CONTROL PER THE SWPPP CAN COMMENCE UNTIL THE OPERATOR'S EROSION CONTROL SUPERVISOR CERTIFIES THE PROPER INSTALLATION OF BMPS AND A CHAIN OF RESPONSIBILITY FOR SWPPP IMPLEMENTATION IS CREATED FOR ALL OPERATORS ON THE SITE. PERIMETER SEDIMENT CONTROLS (SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES, ETC.) SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION IS ACHIEVED. OPERATOR SHALL IMPLEMENT THE NECESSARY ON SITE BMPS IN ACCORDANCE WITH THE NPDES PERMIT REQUIREMENTS TO PREVENT NUISANCE CONDITIONS (MN RULES 7050.2010) FROM ANY DISCHARGES UNDER COVERAGE OF THE NPDES PERMIT. IN SOME CASES, MULTIPLE OR REDUNDANT APPLICATIONS OF SOME BMPS MAY BE NEEDED TO MEET THESE REQUIREMENTS. INSPECTION PROCEDURES, SWPPP AMENDMENTS, RECORD KEEPING. & TRAINING 1. THE SWPPP MUST BE AMENDED BY THE OPERATOR WHEN THE IDENTITY OF THE RESPONSIBLE SITE OPERATORS (EROSION CONTROL SUPERVISOR SUB -CONTRACTORS, ETC.) ARE KNOWN. 2. THE OPERATOR MUST INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. THE OPERATOR SHALL PROVIDE A RAINFALL GAUGE ONSITE, WITHIN ONE MILE OF THE SITE, OR SOURCE OF THE WEATHER REPORTING SYSTEM THAT USES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES. THE LOCATION AND SOURCE OF THE RAINFALL GAUGE OR REPORTING SYSTEM MUST BE DOCUMENTED IN THE FIRST SWPPP INSPECTION REPORT. THE INSPECTION FREQUENCY MAY BE REDUCED TO ONCE PER MONTH OR SUSPENDED, IF SITE CONDITIONS MEET ITEM 11.10 OF THE NPDES PERMIT. ALL INSPECTIONS AND MAINTENANCE CONDUCTED MUST BE RECORDED IN WRITING BY THE OPERATOR AND RETAINED WITH THE SWPPP. THE MPCA SITE INSPECTION FORM IS AVAILABLE FOR OPERATORS TO USE TO COMPLETE THE REQUIRED INSPECTIONS. THE FORM CAN BE FOUND ON THE MPCA WEBSITE OR AVAILABLE UPON REQUEST FOR THE PROJECT OWNER.RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE A DATE, TIME, AND NAME OF PERSON(S) CONDUCTING INSPECTIONS; B,FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS; C. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES). INCLUDING DOCUMENTATIONIPHOTOS OF IMPLEMENTED BMPS INTENDED TO CORRECT A PROBLEM BUT FAILED. D. DATE ANDAMOUNT OF ALL RAINFALL EVENTS GREATERTHAN 0.5 INCHES IN 24 HOURS; E. DOCUMENTATION OF CHANGES MADE TO THE SWPPP. 3. SWPPP AMENDMENTS AND SITE PLANS WILL BE PREPARED BY THE OPERATOR AND SUBMITTED TO THE OWNER FOR RENEW AND WRITTEN APPROVAL BY THE PROJECT OWNER (OR DESIGNATED REPRESENTATIVE). ALL OWNER ACCEPTED AND DENIED SWPPP AMENDMENTS AND SITE PLANS MUST BE RECORDED IN WRITING AND RETAINED W LTH THE SWPPP. 4. THE SWPPP SHALL BE AMENDED TO INCLUDE ADDITIONAL OR MODIFIED BMPS, DESIGNED TO CORRECT IDENTIFIED PROBLEMS OR ADDRESS SITUATIONS (UNDER SECTION 6 OF THE NPOES PERMIT), PRIOR TO CONDUCTING SPECIFIC STAGESIPHASES OF THE PROJECT, AS REQUIRED BY THE OWNER AND DEFINED IN THIS PROJECT SWPPP. THE TABLE BELOW IS A SUMMARY OF THE REQUIRED SWPPP AMENDMENTS: 5, THE SWPPP (ORIGINAL OR COPIES), ALL CHANGES TO THE SWPPP, PROJECT MANUAL, AND INSPECTIONSIMAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE OPERATOR WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN THE FIELD OFFICE OR ON SITE VEHICLE DURING NORMAL WORKING HOURS. THE PERMREES MUST KEEP AND MAKE AVAILABLE TO FEDERAL, STATE, AND LOCAL OFFICIALS WITHIN THREE DAYS THE SWPPP, OTHER STORMWATER RELATED PERMITS, RECORDS OF ALL INSPECTIONIMAINTENANCE, ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENTS, ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS AND OTHER INFORMATION REQUIRED BY THE GENERAL PERMIT FOR THREE YEARS FOLLOWING THE NOTICE OF TERMINATION. 6. THE OPERATOR MUST ASSIGN ATRAINED INDNIDUAL(S) (PURSUANT TO SECTION 21) TO OVERSEE THE IMPLEMENTATION, MAINTENANCE, AND REPAIR OF BMPS. THIS INDMDUAL(S) SHALL ALSO PERFORM INSPECTIONS, REVISE)AMEND THE SWPPP (DOCUMENT IN SWPPP AS NECESSARY), AND BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE PERMITTED OWNER (OR ITS DESIGNEE), LOCAL GOVERNMENT UNTIE, OR MPCA MNOOT LEAD PROJECTS REQUIRE AVAILABLE ONSITE INSPECTION WITHIN 24 HOURS. POLLUTION PREVENTION MANAGEMENT MEASURES POTENTIA. SOURCES OF POLLUTANTS FROM CONSTRUCTION ACTIVITIES INCLUDE: • SEDIMENT AND FUGITIVE DUST GENERATED FROM CLEARING AND GRUBBING, IMPORTIEXPORT OPERATIONS, REMOVALS/COMPACTION, MASSIFINE GRADING. EXCAVATIONS, TRENCHING, TOPSOIL STRIPING STOCKPILING, WEVORY PAVEMENT CUTTING, STREET CONSTRUCTION. Issued: Date: CITY SUBMITTAL &1 09/29/22 Revisions: Date: I B.M. ELEVATION =873.32' TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEW AVENUE AND PARK AVENUE NORTHEAST 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 RYAN J. ANDERSON � W 0 LL F- 0 0 Z N� li Q Z G J TILL! Ids a DATE LIC. NO. 55938 SUMMARY OF OPERATOR PREPARED SWPPP AMENDMENTS REQUIRED BY OWNER SWPPP AMENDMENT NAME SWPPP AMENDMENT DETAILS SUBMITTAL TIMEFRAME OPERATOR CHAIN OF RESPONSIBILITY REFER TO 'CONTACT INFORMATIONIRESPONSIBLE PARTIES' SECTION 7 DAY PRIOR TO INITIATING WORK BMP AMENDMENTS SUBSTITUTED,ADDITIONAL, OR REDUNDANT BLIPS TO COMPENSATE FOR FAILING/FAILED BMPS DURING/AFTER CONSTRUCTION ACTIVITIES METHODS TO MINIMIZE SOIL COMPACTION REFER TO'EXISTING SITE CONDITIONS, SOILS, AND WATER RESOURCES' SECTION 7 DAYS PRIOR TO WORK WITHIN INFILTRATION BASINS AND PRESERVED TREE AREAS STEEP SLOPES PHASING PLAN REFER TO'ENVIRONMENTALLY SENSITIVE AREAS'SECTION 7 DAYS PRIOR TO INITIATING WORK SPILL PREVENTION & RESPONSE PLAN REFER TO 'POLLUTION PREVENTION MANAGEMENT MEASURES' 7 DAY PRIOR TO INITIATING WORK DEWATERING PLAN REFER TO'DEWATERING SECTION 7 DAYS PRIOR TO ACTIVITY FLOOD CONfINGENCEY PLAN REFER TO'ENNRONMENTALLY SENSITIVE AREAS'SECTION 1 72 HOURS PRIOR TO ACTIVITY 5, THE SWPPP (ORIGINAL OR COPIES), ALL CHANGES TO THE SWPPP, PROJECT MANUAL, AND INSPECTIONSIMAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE OPERATOR WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN THE FIELD OFFICE OR ON SITE VEHICLE DURING NORMAL WORKING HOURS. THE PERMREES MUST KEEP AND MAKE AVAILABLE TO FEDERAL, STATE, AND LOCAL OFFICIALS WITHIN THREE DAYS THE SWPPP, OTHER STORMWATER RELATED PERMITS, RECORDS OF ALL INSPECTIONIMAINTENANCE, ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENTS, ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS AND OTHER INFORMATION REQUIRED BY THE GENERAL PERMIT FOR THREE YEARS FOLLOWING THE NOTICE OF TERMINATION. 6. THE OPERATOR MUST ASSIGN ATRAINED INDNIDUAL(S) (PURSUANT TO SECTION 21) TO OVERSEE THE IMPLEMENTATION, MAINTENANCE, AND REPAIR OF BMPS. THIS INDMDUAL(S) SHALL ALSO PERFORM INSPECTIONS, REVISE)AMEND THE SWPPP (DOCUMENT IN SWPPP AS NECESSARY), AND BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE PERMITTED OWNER (OR ITS DESIGNEE), LOCAL GOVERNMENT UNTIE, OR MPCA MNOOT LEAD PROJECTS REQUIRE AVAILABLE ONSITE INSPECTION WITHIN 24 HOURS. POLLUTION PREVENTION MANAGEMENT MEASURES POTENTIA. SOURCES OF POLLUTANTS FROM CONSTRUCTION ACTIVITIES INCLUDE: • SEDIMENT AND FUGITIVE DUST GENERATED FROM CLEARING AND GRUBBING, IMPORTIEXPORT OPERATIONS, REMOVALS/COMPACTION, MASSIFINE GRADING. EXCAVATIONS, TRENCHING, TOPSOIL STRIPING STOCKPILING, WEVORY PAVEMENT CUTTING, STREET CONSTRUCTION. Issued: Date: CITY SUBMITTAL &1 09/29/22 Revisions: Date: I B.M. ELEVATION =873.32' TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEW AVENUE AND PARK AVENUE NORTHEAST 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 RYAN J. ANDERSON � W 0 LL F- 0 0 Z N� li Q Z G J TILL! Ids a DATE LIC. NO. 55938 Z 0 r U ND Y� _ v+ MANAGING LOCATION: Z MINNEAPOLIS / ST. PAUL OFFICE 7900 INTERNATIONAL DRIVE 0 INTERNATIONAL PLAZA, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 L\&DO Inc. 0 pi0111YRIZ15T., 4201 Bogle( MN 55021 dh LL ~ ALDI Inc. Store #: 141 0 OTSEGO, MN 87TH ST NE & PARRISH AVE NE Z OTSEGO, MN 55330 WRIGHT COUNTY Project Name & Location: SWPPP NOTES Z 5� Drawing Name: ISG Project No. J Type: V7.0 ER LL! 21-25841 Drawn By: MJE a Designed By: MJE C-110 Reviewed By: RJA I Drawing NO. • BASICIACIDIC PH LEVELS FROM CURB AND GUTTER MANHOLE STRUCTURES, SIDEWALKS. DRIVEWAY APRONS. FOUNDATIONS, BRIDGE ABUTMENTS, WET/DRY PAVEMENT CUTTING, MASONRY WASHOUTICLEANOUT. • EXCESS NUTRIENTS FROM LANDSCAPING INSTALLATIONS, SOIL ADDITIVES, FERTILIZATION, MULCHING • HYDROCARBONS FROM STREET CONSTRUCTION, DEMOLRIONREMOVALS, WETIDRY PAVEMENT CUTTING OPERATOR WILL COMPLY WITH ALL OF THE POLLUTION PREVENTION AND MANAGEMENT MEASURES IDENTIFIED IN THE NPDES-CSW PERMIT. OPERATOR WILL SUBMIT A SPILL PREVENTION AND RESPONSE PLAN (SPRP) TO THE ENGINEER PRIOR TO ANY CONSTRUCTION ACTIVITY. THE SPRP MUST SATISFACTORILY ADDRESS (AT A MINIMUM) THE FOLLOWING NPDES REQUIREMENTS BY THE PROPOSED IMPLEMENTATION AND MAINTENANCE OF APPROPRIATE BMPS: NO -EXPOSURE: CONSTRUCTION AND BUILDING PRODUCTS (THAT RAVE THE POTENTIAL TO LEACH POLLUTANTS). PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPING MATERIALS MUST BE UNDER COVER (PLASTIC SHEETING OR TEMPORARY ROOFS)TO MINIMIZE CONTACT WITH STORMWATER AND PRECIPITATION. SOLID WASTE: (SEDIMENT, ASPHALT, CONCRETE MILLINGS, CONSTRUCTION, AND DEMOLITION DEBRIS) AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND SHALL COMPLY WITH MPCA DISPOSAL REQUIREMENTS (GH. 7035). HAZARDOUS MATERIALS: (E.G. GAS, DIESEL, OIL, ANTIFREEZE, PAINT SOLVENTS, SOAPS, DETERGENTS, WOOD PRESERVATIVES, CLEANING SOLVENTS, CURING COMPOUNDS, ACIDS, ETC.) MUST BE STORED IN SEALED CONTAINERS, SECONDARY SPILL CONTAINMENT IS REQUIRED FOR ALL MATERIALS IF STORED ONSITE FOR MORE THAN 24 CONSECUTIVE HOURS (DOUBLE WALLED TANKS ARE ACCEPTABLE FOR SECONDARY CONTAINMENT). STORAGE AND DISPOSAL OF HAZARDOUS WASTES AND MATERIALS MUST BE IN COMPLIANCE WITH MPCA REGULATIONS (CH. 7045). PORTABLE TOILETS: MUST BE POSITIONED AND SECURED SO THEY ARE NOT TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BE PROPERLY DISPOSED OF IN ACCORDANCE WITH MPCA REGULATIONS (CH.7041). SPILLED OR LEAKED CHEMICALS: REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICAL OR FUEL WILL BE LOADED OR UNLOADED. PROCEDURES FOR SPILL RESPONSE AND MATERIALS FOR CONTAINMENT, CLEANUP (DRIP PANS, ABSORBENTS, AND SPILL KITS) AND APPROPRIATE DISPOSAL SHALL BE AVAILABLE AT ALL TIMES ONSITE PERMITEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINNESOTA STATUTE 115.D61. EOUIPMENT/VEHICUE WASHING: WHEN VEHICLEIEQUIPMENT WASHING MUST OCCUR ONSITE, THE ACTIVITY IS LIMITED TO A CONTAINED PORTION OF THE STAGING AREA, UNLESS INFEASIBLE THROUGH A SWPPP AMENDMENT. SOAPS, DETERGENTS, AND SOLVENTS ARE TO BE USED AND STORED PROPERLY. RUNOFF MUST BE CONTAINED FROM THE WASHING AREAS AND DISPOSED OF PROPERLY. CONCRETE. STUCCO. PAINT. DURING COMPOUNDS. SOLVENTS. AND OTHER WASHOUT WASTES: TEMPORARY OR LONG-TERM STORAGE OF WASHOUT WASTE IS PROHIBITED ONSITE (SLURRY MUST BE HAULED IMMEDIATELY OFFSITE). OPERATOR MUST SUBMIT A CONCRETE WASHOl1T PLAN TO THE PROJECT ENGINEER FOR APPROVAL OF ALL ONSITE WASHOUT LOCATIONS. ONSITE WASHOUT LOCATIONS MUST BE LOCATED 200 FEET FROM AN ENVIRONMENTALLY SENSITIVE AREA AND SURFACE WATERS, HAVE 'CONCRETE WASHOUT AREA- SIGNAGE, AND BE CONTAINED IN A LEAK PROOF CONTAINER OR IMPERMEABLE LINER LIQUID AND SOLID WASTES SHOULD NOT CONTACT THE GROUND (UNLESS PERMITTED IN THE CONCRETE WASHOUT PLAN), BE CONTAINED TO PREVENT RUNOFF FROM THE WASHOUT LOCATION, AND MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. BURNING: BURNING OF GARBAGE, CONSTRUCTION DEBRIS, TREES, BRUSH, OR OTHER VEGETATIVE MATERIAL IS NOT ALLOWED ON SITE, UNLESS PRIOR APPROVAL IS GRANTED BYTHE OWNER CONSTRUCTION ACTMTY REQUIREMENTS: EROSION PREVENTION PRACTICES. PROCEDURES. & MAINTENANCE STANDARDS THE OPERATOR IS RESPONSIBLE FOR THE INSTALLATION, OPERATION, AND CONTINUED MAINTENANCE OF ALLTEMPORARY 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, UNTIL FINAL STABILIZATION IS ACHIEVED. ALL BMPS MUST BE ADEQUATELY LOCATED, DESIGNED, INSTALLED, AND MAINTAINED TO PREVENT EROSION FROM AMINIMUM 0.5 INCH TOTAL RAINFALL EVENT WITHIN 24 HOURS. ALL NONFUNCTIONAL SAPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED IN THE SWPPP. ALL ERODED MATERIAL THAT LEAVES THE SITE SHALL BE COLLECTED BY THE OPERATOR AND RETURNED TO THE SITE AT THE OPERATOR'S EXPENSE AND INCIDENTAL TO THE PROJECT COST. TEMPORARY OR PERMANENT STABILIZATION SHALL BE INITIATED AS SOON AS POSSIBLE, BUT NO LATER THAN THE END OF THE NEXT WORK DAY FOLLOWING THE DAY EARTH -DISTURBING ACTIVITIES IN THAT PORTION OF THE SITE HAS TEMPORARILY OF PERMANENTLY CEASED. ALL EXPOSED SOIL AREAS SHALL BE STABILIZED WITHIN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. INITIATED STABILIZATION IS DEFINED AS COMPLETING ONE (OR MORE) OF THE FOLLOWING: SOIL PREPARATION FOR VEGETATION, MULCHING (OR OTHER TEMPORARY NON -VEGETATIVE BMP), SEEDINGIPLANTING, OR SCHEDULING STABILIZATION MEASURES TO BE FULLY INSTALLEDAND COMPLETED WITHIN THE 14 DAY TIMEFRAME. ALL EXPOSED SOILS WITHIN 200 FEET AND DRAINING TO A DNR PUBLIC WATERS MUST BE STABILIZED WITHIN 24 HOURS OF TEMPORARILY OR PERMANENTLY CEASING WORK, DURING THE FISH SPAWNING PERIOD. TEMPORARY STABILIZATION SNIPS SHALL ONLY BE IMPLEMENTED WHEN PERMANENT STABILIZATION BMPS CANNOTBE IMPLEMENTED WITHIN THE 14 DAY TIMEFRAME FOR EXPOSED SOILS THE NORMAL WETTED PERIMETER (2 -YEAR, 24-HOUR PRECIPITATION EVENT) OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH, CHANNEL, OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, MUST BE STABILIZED WITHIN THE LAST 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER WITHIN 24 HOURS OF CONNECTION. STABILIZATION REMAINING OF THE REMAINING PORTIONS OF THE CHANNEL MUST BE STABILIZED WITHIN 14 DAYS. ALL STORMWATER CONVEYANCE CHANNELS MUST USE EROSION CONTROL AND VELOCITY DISSIPATION DEVICES WITHIN AND ALONG THE LENGTH OF THE CHANNEL AND AT ANY OUTLETS. TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A TEMPORARY SEDIMENT CONTAINMENT SYSTEM (WITH PROPERLY DESIGNED ROCK DITCH CHECKS, BID ROLLS, SILT DIKES ETC.) DO NOT NEED TO BE STABILIZED. THESE AREAS HOWEVER MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM. MULCH, HYDROMULCH, TACKIFIER OR POLYARCRYLAMIDE BELOW THE WETTED PERIMETER OF A DITCH, SWALE, OR OTHER SURFACE WATER CONVEYANCE IS NOT ACCEPTABLE STABILIZATION. EROSION CONTROL BLANKETS/MATS: OPERATOR SHALL VERIFY DURING REGULAR INSPECTIONS THAT NO GULLIES, RILLS, OR SCOUR HOLES HAVE FORMED UNDER EROSION CONTROL BLANKETS AND MATS. ALL REPAIRS MUST BE COMPLETED WITHIN 24 HOURS OF DISCOVERY, ORAS SOON AS FIELD CONDITIONS ALLOW ACCESS. MULCH: OPERATOR MUST APPLY MULCH IN A UNIFORM PATTERN OVER THE DISTURBED SOILS, TO ACHIEVE A MINIMUM OF 90% GROUND COVER DUST CONTAS ROL: DUST FROM THE SITE WILL BE CONTROLLED BY INCREASED STREET SWEEPING AND/OR USING A MOBILE PRESSURE-TYPE DISTRIBUTOR TRUCK TO APPLY POTABLE WATER TO DISTURBED AREAS THE MOBILE UNIT WILL APPLY WATER AT A RATE NECESSARY TO PREVENT RUNOFF AND PONDING. SEWER OUTLETS: PIPE OUTLETS MUST HAVE TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER HYDRAULIC CONNECTION TO A RECEIVING SURFACE WATER TYPE 1 MULCH: APPLY TO DISTURBED SLOPES LESS THAN 1:3 WITH BLOWER EQUIPMENT OR CONCURRENTLY WITH HYDROMULCH AT 2 TONSIACRE IMMEDIATELY OVERSPRAY (IF NOT HYDROMULCHED) WITH TACKIFIER (PER MANUFACTURES' RECOMMENDED RATES) OR DISC -ANCHORED. RAPID STABILIZATION METHOD #3: THIS WORK SHALL CONSIST OF OPERATIONS NECESSARY TO RAPIDLY STABILIZE SMALL CRITICAL AREAS WITHIN 200FT OF SURFACE WATERS, TO PREVENT OFF SITE SEDIMENTATION AND OR TO COMPLY WITH PERMIT REQUIREMENTS. INSTALL PER MNOOT SPECIFICATIONS 2575.3N. RAPID STABILIZATION METHOD fl4 (WOOD FIBER NATURAL NET ONLY) IS AN ACCEPTABLE BMP FOR DISTURBED AREAS ADJACENT TO ENVIRONMENTALLY SENSITIVE AREAS, SURFACE WATERS, AND WITHIN THE LAST 200 FEET OF DITCH BOTTOMS. TEMPORARY WINTER COVER AREAS OF EXPOSED SOILS THAT ARE NOT COMPLETED BEFORE THE WINTER WILL BE STABILIZED WITH TYPE #3 (CERTIFIED AS WEED FREE)ADJACENT TO WETLAND OR STORMMWATER PONDS. ALL OTHER DISTURBED AREAS SHALL BE STABILIZED WITH TYPE #1 MULCH, UNLESS ALTERNATIVE MORE PROTECTIVE BMPS ARE SPECIFIC WITHIN THE SWPPP. ALL EXPOSED SOILS SHALL BE STABILIZED BEFORE CONSTRUCTION IS COMPLETED FOR THE SEASON, HYDRO -MULCH TYPE #5: HYDRAULIC SOIL STABILIZER IN COMBINATION WITH A TACKIFIER WILL BE INSTALLED PER MANUFACTURES SPECIFICATIONS TO EXPOSED SOILS AREAS TO PROVIDE TEMPORARY LONG-TERM OR PERMIW ENT COVER FOR VEGETATION ESTABLISHMENT. CONSTRUCTION ACTIVITY REQUIREMENTS: SEDIMENT CONTROL PRACTICES. PROCEDURES. & MAINTENANCE STANDARDS DOWNGRADIENT SYSTEMS: IF THE DOWNGRADIENT TREATMENT SYSTEM IS OVERLOADED. ADDITIONAL UP GRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS MUST BE INSTALLED TO ELIMINATE THE OVERLOADING, AND THE SWPPP MUST BE AMENDED TO IDENTIFY THESE ADDITIONAL PRACTICES. PERIMETER CONTROL BMPS (SILT FENCES. CHIPISLASH MULCH SACKS. BIOROLLS FLOATING SILT CURTAIN ETCH: PERIMETER CONTROL BMPS SHALL BE INSTALLED ON ALL DOWNGRADIENT PERIMETERS AND UPGRADIENT OF ANY BUFFER AREAS, PRIOR TO INITIATING UPGRADIENT LAND DISTURBANCE ACTIVITIES. UPLAND PERIMETER CONTROLS BMPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FOLLOW A SINGLE CONTOUR ELEVATION. ALL PERIMETER CONTROL DEVICES MUST BE REPAIRED, REPLACED, OR MAINTAINED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 112 OF THE HEIGHT OF THE DEVICE. FLOATING SILT CURTAIN SHALL BE INSTALLED AS CLOSE TO THE SHORELINE AS POSSIBLE FOR SHORELANDAN-WATER SHORT-TERM CONSTRUCTION ACTIVITIES. IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IN THAT AREA IS COMPLETE, AN UPLAND PERIMETER CONTROL MUST BE INSTALLED IF EXPOSED SOILS CONTINUE TO DRAIN TO THE SURFACE WATER 50 FOOT NATURAL SUFFERLST. REFER TO'CONSTRUCTION PHASINGISTAGING, BUFFERS, & AREAS NOT TO BE DISTURBED' SECTION OF THIS SWPPP. TEMPORARY SEDIMENTATION BASINS: WHERE TEN (10) OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION, A TEMPORARY SEDIMENT BASIN MUST BE PROVIDED PRIOR TO RUNOFF LEAVING THE CONSTRUCTION SITE OR ENTERING SURFACE WATERS. ALL TEMPORARY BASINS SHALL BE CONSTRUCTED AND OPERATIONAL PRIOR TO GRADING TEN (10) OR MORE ACRES. BASINS MUST PROVIDE A LIVE STORAGE VOLUME FROM ATWO YEAR 24-HOUR STORM EVENT FROM EACH ACRE (DISTURBED AND UNDISTURBED) DRAINING TO THE BASIN OR 1,800 CUBIC FEET OF LIVE STORAGE PER ACRE DRAINED, WHICHEVER IS GREATER AT A MINIMUM, IF CALCULATIONS ARE NOT PERFORMED THE BASIN SHALL PROVIDE 3,600 CUBIC FEET OF LIVE STORAGE FROM EACH ACRE, THE BASIN INTAKE MUST BE DESIGNED TO WITHDRAW WATER FROM THE SURFACE, PREVENT SHORT CIRCUITING AND THE DISCHARGE OF FLOATING DEBRIS, INCLUDE AN EMERGENCY OVERFLOW ABOVE THE LIVE STORAGE ELEVATION, AND PROVIDE ENERGY DISSIPATION AT THE BASIN OUTLET. BASINS MUST BE DRAINED AND SEDIMENT REMOVED WHEN THE DEPTH OF COLLECTED SEDIMENT IN THE BASIN REACHES 112 THE LIVE STORAGE VOLUME. IF A BASIN IS INFEASIBLE WITHIN THE PROJECT LIMITS, EQUIVALENT SEDIMENT CONTROL BMPS MUST BE IMPLEMENTED AND DOCUMENTED IN THE SWPPP OR SWPPP AMENDMENT. TEMPORARY STOCKPILES: ALL STOCKPILES MUST HAVE SILT FENCE OR EQUIVALENT PERIMETER SEDIMENT CONTROLS IMPLEMENTED AND MAINTAINED AT ALL TIMES. PILES CANNOT BE PLACED IN BUFFER AREAS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE TO PREVENT STORMWATER RUN-ON INTO THE STOCKPILE. STABILIZATION ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS IS NOT REQUIRED. CONSTRUCTION SITE ENTRANCElVEHICLE TRACKING: OPERATOR MUST MINIMIZE SEDIMENT FROM LEAVING THE CONSTRUCTION SITE (OR ONTO STREETS WITHIN THE SITE) BY IMPLEMENTING BMPS SUCH AS ROCK PADS, SLASH MULCH, CONCRETE OR STEEL WASH RACKS, OR EQUIVALENT SYSTEMS. STREET SWEEPING MUST BE USED DAILY DURING CONSTRUCTION OPERATIONS IF SUCH BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO THE STREET. TRACKED SEDIMENT MUST BE REMOVED FROM ALL PAVED SURFACES (ON AND OFFSITE) WITHIN24 HOURS OF DISCOVERY, OR SOONER AS DIRECTED BY THE PROJECT OWNER MULTIPLE STREET SWEEPINGS AT THE OPERATOR'S EXPENSE MAY BE REQUIRED ON ALL ENTRYIEXIT POINTS TO THE SITE AT THE DISCRETION OF THE PROJECT OWNER. D ESYSTEMS,M T BE INSPECTED FOR EVIDENCE OF EROSION AND SEDIMENT SURFACE WATERS: INCLUDING OFFSITE AND DOWNSTREAM DRAINAGE DITCHES, CATCH BASINS, AN CONVEYANCE US DEPOSITION. THE REMOVAL AND STABILIZATION OF EXPOSED SOILS MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. THE PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AGENCIES AND RECEIVING ANY APPUCABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. INLET PROTECTION: ALL STORM DRAIN INLETS (INCLUDING DOWNGRADIENT, OFFSITE) MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. SILT FENCE IS NOT AN ACCEPTABLE CATCH SASIN INLET PROTECTION BMP. CONTACTOR SHALL CLEAN, REMOVE AND DISPOSE OF SEDIMENT, ANDIOR REPLACE STORM DRAIN INLET PROTECTION ON A ROUTINE BASIS TO ENSURE THE DEVICE IS FULLY FUNCTIONAL PRIOR TO THE NEM FORECASTED PRECIPTTATION EVENT (30% OR GREATER). INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (STREET FLOODING/FREEZING) HAS BEEN IDENTIFIED BY THE PERMITTEE(S) OR THE JURISDICTIONAL AUTHORITY (E.G. CITY/COUNTYROWNSHIPRANDOT ENGINEER). WRITTEN CORRESPONDENCE REGARDING THE NEED FOR REMOVAL MUST BE DOCUMENTED IN THE SWPPP. CHEMICAL TREATMENTS: OPERATOR MUST AMEND THE SWPPP TO INCLUDE THE INTENDED USES AND LOCATIONS OF FLOCCULANTS, POLYMERS, AND OTHER SEDIMENTATION TREATMENT CHEM CALS. CHEMICAL TREATMENTS MAY ONLY BE APPLIED IN AREAS WHERE TREATED STORMWATER IS DIRECTED TO A RECEIVING SEDIMENT CONTROL SYSTEM (NOT DIRECTLY DISCHARGED TO NATURAL WATER BODIES). THIS INCLUDES DOCUMENTING THE EXPECTED SOIL TYPES, MANUFACTURERS RECOMMENDED DOSING, APPLICATION RATESIQUANTITIES. AND MONITORING RESULTS (TURBIDITY, PH). DEWATERING, STREAM DIVERSION, AND BASIN DRAINING UTILITY INSTALLATION MAY REQUIRE SITE DEWATERING. WHEN DEWATERING IS REQUIRED, THE CONTRACTOR SHALL SUBMIT A DEWATERING PLAN AND NARRATIVE TO THE PROJECT ENGINEER FOR APPROVAL PRIOR TO UNDERTAKING THESE ACTIVITIES. DEWATERING PLAN MUST INCLUDE BMPS TO PREVENT SEDIMENT TRANSPORT, EROSION, AND ADVERSE IMPACTS TO DOWNSTREAM RECEIVING WATERS. THE DEWATERING PLAN MUST ALSO INCLUDE ANY SPECIFIC CHEMICAL TREATMENTS (FLOC, POLYMERS, ETC.) THAT WILL BE USED. IF AN APPROVED TMDL WASTE LOAD ALLOCATION IS ESTABUSHED FOR CONSTRUCTION ACTIVITIES ON A RECEMNG WATERBODY, THE OPERATOR MUST IMPLEMENT ALL NECESSARY BMPS TO MEET THE ASSIGNED WLA. THE DEWATERING PLAN AND DNRAPPROPRIATIONS PERMIT WILL BECOME PART OF THE SWPPP. WATER THAT IS TURBID OR HAS SEDIMENT MUST BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN (AND/OR OTHER APPROPRIATE BMPS) ON THE PROJECT SITE WHENEVER POSSIBLE. DISCHARGE FROM THE TEMPORARYOR PERMANENT SEDIMENTATION BASIN MUST BE VISUALLY CHECKED TO ENSURE ADEQUATE TREATMENT IS OBTAINED IN THE BASIN AND THAT NUISANCE CONDITIONS (SEE MINA R 7050.0210, SUSP. 2), IMPACTS TO WETLANDS, AND EROSION IN RECEIVING CHANNELS OR ON DOWNSLOPE PROPERTIES WILL NOT RESULT FROM THE DISCHARGE. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SAND BAGS, PLASTIC SHEETING, OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. ADEQUATE SEDIMENTATION CONTROL MEASURES AND ADDITIONAL FILTRATION BMPS ARE REQUIRED FOR DISCHARGE WATER THAT CONTAINS SUSPENDED SOLIDS, OIL, OR GREASE- PERMIT REASEPERMIT TERMINATION CONDITIONS PERMIT TERMINATION CONDITIONS ARE ACHIEVED WHEN THE FOLLOWING FOUR PARAMETERS ARE COMPLETED, PRIOR TO SUBMISSION OF THE NOTICE OF TERMINATION TO MPCA 1. 70% VEGETATIVE COVER ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL EXPOSED SOILS ARE STABILIZED BY A UNIFORM, LIVE PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70% OVER THE ENTIRE PERVIOUS SURFACE AREA. OR OTHER EQUIVALENT MEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS. REFERTO PART 13.71FTHE PROJECT IS ONAGRICULTURAL LAND. FOR RESIDENTIAL CONSTRUCTION ONLY, PLEASE REFER TO PART 13.6 OFTHE NPDES PERMIT. 2. FINAL GLEAN OUT OF PMeNENT STORMWATER MANAGEMENT SYSTEMS & CONVEYANCE SYSTEMS, ALL ACCUMULATED SEDIMENT MUST BE REMOVED FROM PERMANENT STORMWATER MANAGEMENT SYSTEMS, CONVEYANCE SYSTEMS, AND DITCHES MUST BE STABILIZED WITH PERMANENT COVER ALL SYSTEMS MUST OPERATE AS DESIGNED. 3. REMOVAL OF ALL TEMPORARY SYNTHETIC BMPS: ALL TEMPORARY SYNTHETIC AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCH AS SILT FENCE) MUST BE REMOVED ON THE PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. BMPS DESIGNED TO DECOMPOSE ON SITE (SUCH AS SOME COMPOST LOGS) MAY BE LEFT IN PLACE. 4. OPERATOR PROVIDES THE OWNER ALL INSPECTION AND SWPPP AMENDMENT RECORDS FOR THE PROJECT. OWNER IS RESPONSIBLE FOR KEEPING ALL RECORDS (AS DEFINED IN PART 24.5) ON FILE FOR THREE YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION. THE CO -PERMITTEES (OWNER AND OPERATOR) MUST SIGN AND SUBMIT THE COMPLETED NOT TO THE MPGA WITHIN 30 DAYS AFTER SELLINGAEGALLY TRANSFERRING THE PROPERTY OR FINAL STABILIZATION IS ACHIEVED. PERMITTEE(S) MAY TERMINATE PERMIT COVERAGE PRIOR TO THE PROJECT COMPLETION IF THE CONDITIONS IN PART 4 OF THE NPDES-CSW PERMIT ARE MET. Issued: Date: Z A CITY SUBMTNAL 41 1 09/29/22 0 B 0 U D D r E U Revisions: Date: 1 D 2 Z MINNEAPOLIS I ST. PAUL OFFICE L� 4 r 5 U 6 7 Z 8 0 91 UU Q�Q Ids 0 I�50,I}3}940 �I J}i9i]Sia, LILL r ~ 0 0 `Z 87TH ST NE & PARRISH AVE NE Z Q B.M. ELEVATION =873.32' Z_ TOP NUT OF FIRE HYDRANT ON THE Project Name & Location: NORTHWEST CORNER OF PARKVIEW SWPPP NOTES AVENUE AND PARK AVENUE NORTHEAST I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION OR Drawing Name: REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDLU PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA J RYAN J. ANDERSON � a DATE LIC. NO. 55936 Z 0 LLQ r U N� IdLLn Vi//r/� MANAGING LOCATION: Z MINNEAPOLIS I ST. PAUL OFFICE 7900 INTERNATIONAL DRIVE 0 INTERNATIONAL PLAZA, SUITE 550 U MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 bU,100Inc. 0 Q�Q 4201 Bogle( Avenue North ForbOUlt, MN 55021 I�50,I}3}940 �I J}i9i]Sia, ~ ALDI Inc. Store #: 141 0 OTSEGO, MN 87TH ST NE & PARRISH AVE NE Z OTSEGO, MN 55330 WRIGHT COUNTY Project Name & Location: SWPPP NOTES 5Z Drawing Name: `_ ISG Project No. J Type: V7.0 ER W W 21-25841 Drawn By: MJE a Designed By: MJE C-1 1 1 Reviewed By: RJA Drawing No. EROSION CONTROL QUANTITIES ITEM NO. DESCRIPTION UNITS QUANTITY 2511.507 RANDOM RIPRAP, CUSS E ICY,52 sF 2573502 2573501 PROPOSED STORM DRA4I!NLET PROTECTION STABILIZED CONSTRUCTION EXIT EACH EACH 9 2 STORMDRANINLETPROTECTDN PERMEiERCONTROL LF 1062 87TH ST NE & PARRISH AVE NE COL:CRETE Yf0.5FiO1TARFA EACH 1 EROSION CONTROL LEGEND SYMBOL DESCRIPTION Pc RANDOM RIPRAP, CIASS E - rc PERIMETER 00NTROL sF Si FENCE, PRFASSEYBLED <• PROPOSED CONTOLRtMAIOR INTERVAL) T STORMDRANINLETPROTECTDN NOTE SWPPP COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, ANDCABLE INSTALLATION. EACH COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLETO FOLLOW THE REQUIREMENTS OF THIS SWPPP INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY INSTALLATION OF SEEDRG500DNGMULCHINGDURING CONSTRUCTION OF EACH IRILRY. ALDI Inc. Store #: 141 QUANTIRESAREFORINFORMATIONAL PURPOSESTO MEETTHE REQUIREMENTS OF THE CONSTRUCTION GUARANTEE ISM ADE TO THEACTUALOIWRRIES REQUIRED. 87TH ST NE & PARRISH AVE NE STORMWATER PERMIT.NO 00000 ® .wnsNloIR. EXISTING DRAMIGE ARROW ISG Project No. Type: V7.0 ER I \ --�_ — Drawn By: MJE Designed By: MJE I C-120 Drawing NO. _ Reviewed By: RJA Z \ \ \ PBFkvietvLLC EROSION CONTROL LEGEND SYMBOL DESCRIPTION Pc RANDOM RIPRAP, CIASS E - rc PERIMETER 00NTROL sF Si FENCE, PRFASSEYBLED <• PROPOSED CONTOLRtMAIOR INTERVAL) T STORMDRANINLETPROTECTDN NOTE SWPPP COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, ANDCABLE INSTALLATION. EACH COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLETO FOLLOW THE REQUIREMENTS OF THIS SWPPP INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY INSTALLATION OF SEEDRG500DNGMULCHINGDURING CONSTRUCTION OF EACH IRILRY. ALDI Inc. Store #: 141 OTSEGO, MN 87TH ST NE & PARRISH AVE NE 0 0 0 0 0 STABIUZED CONSTRUCTION EXIT 00000 ® .wnsNloIR. EXISTING DRAMIGE ARROW •••••••••••••il • • • • • • • • • • • • • • ALDI, INC. FOOD STORE •••••BUHDING SQ.20,664 :•�•:! . •�•�•\FFE 870.00'SPACE •_•�•�� 7-1, 7 17 77 J- ` i,,n i i nnn I II I I I -1 1 I I I I I i I I i I I 9 1 I I 1 I I 1 I I 1 I I 9 I I I 1 I EROSION CONTROL LEGEND / , r Pc EXISTING CONTOUR (MINOR INTERVAL) — —iw— EXISTING CONTOUR (MAJOR INTERVAL) 101 PROPOSED CONTOUR (MINOR INTERVAL) 100 PROPOSED CONTOLRtMAIOR INTERVAL) PERIMETER CONTROL CAN BE SILT FENCE OR SEDIMENT CONTROL LOG. SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT. NOTE SWPPP COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, ANDCABLE INSTALLATION. EACH COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLETO FOLLOW THE REQUIREMENTS OF THIS SWPPP INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY INSTALLATION OF SEEDRG500DNGMULCHINGDURING CONSTRUCTION OF EACH IRILRY. ALDI Inc. Store #: 141 OTSEGO, MN 87TH ST NE & PARRISH AVE NE 1 7-1, 7 17 77 J- ` i,,n i i nnn I II I I I -1 1 I I I I I i I I i I I 9 1 I I 1 I I 1 I I 1 I I 9 I I I 1 I EROSION CONTROL LEGEND / PROPCSEDDRAINAGEARROW 1 / V EXISTING CONTOUR (MINOR INTERVAL) — —iw— EXISTING CONTOUR (MAJOR INTERVAL) 101 PROPOSED CONTOUR (MINOR INTERVAL) 100 PROPOSED CONTOLRtMAIOR INTERVAL) PERIMETER CONTROL CAN BE SILT FENCE OR SEDIMENT CONTROL LOG. SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT. NOTE SWPPP COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, ANDCABLE INSTALLATION. EACH COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLETO FOLLOW THE REQUIREMENTS OF THIS SWPPP INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY INSTALLATION OF SEEDRG500DNGMULCHINGDURING CONSTRUCTION OF EACH IRILRY. I 1 / 1 I I 1 / V I NI I I I J 20 SCALE1N FEET I Issued: Date: I CITY SUBMITTAL #1 09/29/22 Revisions: Date:I B.M. ELEVATION =873.32' TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEW AVENUE AND PARK AVENUE NORTHEAST 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 f RYANJ..AN�DERSON ` ji DATE LICA O 55936 I MANAGING LOCATION: 1 MINNEAPOLIS / ST. PAUL OFFICE 7900 INTERNATIONAL DRIVE INTERNATIONAL PLAZA, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 MUM Inc. 4201 IQleyy Avenue NONih QI�DD (I Faribault, MN 55021 Ise' jav i]SI ALDI Inc. Store #: 141 OTSEGO, MN 87TH ST NE & PARRISH AVE NE OTSEGO, MN 55330 WRIGHT COUNTY I Project Name & Location: SITE EROSION CONTROL PLAN Drawing Name: ISG Project No. Type: V7.0 ER 21-25841 Drawn By: MJE Designed By: MJE I C-120 Drawing NO. _ Reviewed By: RJA Parkv1ejVPaNneni LLC IMN 87th STREET NE _ - - - - - ---� —wan PAVEMENT LEGEND SYMBOL DESCRIPTION D. -M—S PAVEMENT HEAVYENT BfNMIn'al5 N PAVEMM k I DETERMINED BY THE LOCAL LAKES POSTMASTER (SEE DETAIL FOR DESIGN CRITERIA) CONCRETE PAVEMENT Y HEAVYCaICRETE TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEW AVENUE AND PARK AVENUE NORTHEAST PAVEMENT CONCRETE— ONCRETEWALI(AGGREGATESURFA A,..... . REVERSE PITCH CONCRETE zz—r CURBANDWITER •••••x•1 �•••••••••••••••••••••••1212570012712 • • • • • • • • ••••••••••••••••••••••••••� • • • • • • • • • • • • • • • • • • �•••••••�•� • • • • • • • • • • • • x•11••••••1. �{' � •• ••• � .�,.. rS � �"�.� 1 • •••• • � �.�� Ci i7un,T Gi� 9 see•.•� WIN ••• 1� , 1•�•�•� 0 1 1 1 =:=:=.; BgFlyiLlppl:`. _ MIN �r1-� 1•• • • ••••••� QUA ll • • • • • ., •. • 11 • • • min- •••• 1 • 1•••••••••••11•• O•••O ®ANN�N i. PAVEMENT (SEE DETAIL) 1 LTJ 87th STREET NE _ - - - - - ---� —wan PAVEMENT LEGEND SYMBOL DESCRIPTION D. -M—S PAVEMENT HEAVYENT BfNMIn'al5 BE PLACED AS SHOWN. 2. ALDI MAILBOX 8 POST LOCATION TO BE PAVEMM k I DETERMINED BY THE LOCAL LAKES POSTMASTER (SEE DETAIL FOR DESIGN CRITERIA) CONCRETE PAVEMENT S HEAVYCaICRETE TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEW AVENUE AND PARK AVENUE NORTHEAST PAVEMENT CONCRETE— ONCRETEWALI(AGGREGATESURFA A,..... . REVERSE PITCH CONCRETE zz—r CURBANDWITER Issued: Date: JAI CITY SUBMITTAL iI09/27/22 Date: 1 I _ - CURBSIDE PAMIG SIGNS 8 POSLTYP. OFD(SEEDETAIL) I� U- 21 I m 'W I� I� RYAN J. ANDERSON I OATS UC.NO. 55938 MANAGING LOCATION: MINNEAPOLIS / ST. PAUL OFFICE 7900 INTERNATIONAL DRIVE INTERNATIONAL PLAZA, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 9[°RPH Inc. "`� 4201'C'NYAvenue Nath Q�Q PD6hauli, MN 55021 10MM. ALDI Inc. Store #: 141 OTSEGO, MN 87TH ST NE & PARRISH AVE NE OTSEGO, MN 55330 WRIGHT COUNTY Project Name & Location: I N SITE PLAN T� Drawing Name: I ISG Project No. Type: V7.0 ER I 21-25841 Drawn By: MJE 0 20 40 Designed By: MJE C-310 i SCALE IN FEET Reviewed By: RJA 1 Drawing No. NOTES: 1. ALL PARKING LOT STRIPING AND MARKINGS TO 0 z BE PLACED AS SHOWN. 2. ALDI MAILBOX 8 POST LOCATION TO BE k I DETERMINED BY THE LOCAL LAKES POSTMASTER (SEE DETAIL FOR DESIGN CRITERIA) B.M. ELEVATION=873.32' N TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEW AVENUE AND PARK AVENUE NORTHEAST I _ - CURBSIDE PAMIG SIGNS 8 POSLTYP. OFD(SEEDETAIL) I� U- 21 I m 'W I� I� RYAN J. ANDERSON I OATS UC.NO. 55938 MANAGING LOCATION: MINNEAPOLIS / ST. PAUL OFFICE 7900 INTERNATIONAL DRIVE INTERNATIONAL PLAZA, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 9[°RPH Inc. "`� 4201'C'NYAvenue Nath Q�Q PD6hauli, MN 55021 10MM. ALDI Inc. Store #: 141 OTSEGO, MN 87TH ST NE & PARRISH AVE NE OTSEGO, MN 55330 WRIGHT COUNTY Project Name & Location: I N SITE PLAN T� Drawing Name: I ISG Project No. Type: V7.0 ER I 21-25841 Drawn By: MJE 0 20 40 Designed By: MJE C-310 i SCALE IN FEET Reviewed By: RJA 1 Drawing No. P4 FES -2 665.00 574 862.40 is RCP RCP a71% 70 PIPE DRAIN INLET DRAIN OUTLET PIPE MATERIAL CUM PIPE PIPE NO. FROM ELEVATION TO ELEVATION SIZE CUM GRADE LENGTH (Fr) 'TOP OF CASTING ELEVATIONS ON CURB STYLE CATCH M5145= TOP BACKOF CURB BOX 140T GUT TER ELEVATION PS ST4 56230 STS WAS 15 ROP RCP 1.001h 216 SP -1 5-01 85855 FYJSRYG SANITARY PIPE 65828 6' PVC SDR45 27r. 10 P{A ST -5A 861.11 STS 86025 15 RCP RCP 2.00% 43 SP -2 CO -1 862.76 S-01 85855 6' PJC SDR -35 3A6% 137 NOTES: Pfi 664.06 P30UILET 663.33 12 PVC SCH40 2.00% 36 SP -3 CO -2 86550 CO -1 66276 6' PVC SDRZ 3.31% 68 ° ALL UTILITIES ARE TO BE CONSTRUCTED TO V OUTSIDE OF BUILDING AND ARE TO BE CONNECTED TO BUILDING BY P-7 ST -6 86358 P-7 OUTLET 66331 12 PVC SCH40 056% 53 MECHANICAUPLUMBING CONTRACTOR. P5 FES -3 BMW FES -4 86258 15 RCP HCP 291% 63 ° ENSURE IW VERTICAL BETWEEN ALL PROPOSED & EXISTING / WATER, STORM, &SANITARY./ _____-_ I r.Ec�rl,•r--_ l "'""1° \! °R= TOP BACK OF CURB ELEVATIONS FOR CURB SME CATCH >� f -'-- r)/1 rr� 1 7 -r -ti varmw4 I 1 BASINS, NOT GUTTER ELEVATIONS i -' ; r;. i; t rr /t- '/i/ r,//- + /1 n h, 7 / rl7 i+ i/ 7, i/I / s1: --�-- L� fl,_1(// i ,.il L� S,, 22421.23 l -�I 'I / � �/ � � Pv/nieH•P.adn-E+r,'tt6--__---- � I II I 1 11 :f i.. res 13 I 1 CONNECTTOBURDViG g _ / __s_____.. _. 8'WATERMAW - >_=_;a __ _____________ 4--E WATE-- SNB '-�tlE oc �E - UE UE Ln DT UT UT_-----YCURB STOP c __�6'FYtESERYIYDOIAESTICWATERSERVICE i�l / I / / f4 �/♦ SP -3<(67 k 5" WALL INDICATORVALVE GAS METER COORDINATE I 'Ii II NNECTTOSARRARYSTUB (COORD.WIARCH) WITH UTILITY COMPANY 51 ql / rWATERVNN ) I I to S R=66.80 L ^' r"1.I/ ST -6 ELECTRIC SERVICETO5'FROMBUILDING. PHONE SERVICET05'FROMBUILDING. (II -T r I k86276(61SP2 P 1/� k8W55(12TR7 I j I: Ill Poi o1m>=r ` � rr ' I i T I N CONNECT4•SUBDPAN F-063331 r I TO ST3(SEE DETAIL) ALDI, INC. FOOD STORE I I i s45 BUILDING SQ. FT. = 20,664 DOCK WALL SUBDRAIN I EXPANSION 510`1 / FFE =1370.001 (SEE STRUCTURAL) I I SPACE / _ kB06 CONNECTTO FAISTWG II l l LOADING DOCKSUBDRAIN ,I DOCK WALLSUBDRNN 1' I I I III 1 ( B 1YATERMax ,' #(r / (SEE DETAIL) I (SEE STRUCTURAL) r i ----------------�� I CONNECTTOE%ISTING y I a I. V III I g i WIRARY SERVICE CPNOPY DRAW C0.\NECTNA! (VERIFYSIZE,DEFM, .- I I [-I AND LOCATION) - lIF) ` _I 1 - - I J. 1=868.05 (6'IP-1 -I�) I �WATEHMAIN, 6', MLMMUM \> TFT_� - ) L - 111 ' I Bt9lYDEPTHFMINIM \ 14 - FJU576YG SANRARYPIPE 158.28 - --------- -- -- ._.':HYDRANTASSEMSLY I R=670.40 I \ I I 1=8511.56 IV) SR2 ;� 1 FES -1 1=&5855(61SP-1 I I 1=86251 ( I I j 5�5f' I! I i t I I^ I V III I IT6 I i fES4 v>✓ I j l l II 01 1 I 1=66258 v 6 151311 I I I I j l I I 32 _ V I k86Li1(1Sp-m 4 I j I �I I l rt 23 _ 'SRII?-TI63.4.454 (15")wes95sad �680 - 2 P•2- T-1 ' r R1I k85(1P-26863.3515'P3 - ]T -IT -11"R ---------------------- re-- --0 r--- ---------------------------------- 'b II - -- -- ------ P-5(15') --- a,• \, RT-Bfi8.01/�I I eats F-06025 1 P4iA I ST4 I ace - �w_4�ivm� 11 FA60.,5(,�EXP-1I j 87th STREET NEzeo15�v4-°°°�^ss- - - --,.o,.�. 1 _ 1 . - --_-�RUG52RryMMalH3yT- - "W.30(15)P5 B.M. ELEVATION =873.32' TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEW AVENUE AND PARKAVENUE NORTHEAST I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AIA A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA RYAN J. ANDERSON 4 DATE LIC 55938 MANAGING LOCATION: MINNEAPOLIS / ST. PAUL OFFICE 7900 INTERNATIONAL DRIVE INTERNATIONAL PLAZA, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 ALDI Inc. 4201 I OgI6YAvenue North Forib'Y, MN 55021 Is�7�./iv iu1- ALDI Inc. Store #: 141 OTSEGO, MN 87TH ST NE & PARRISH AVE NE OTSEGO, MN 55330 WRIGHT COUNTY Project Name & Location: N UTILITY PLAN Drawing Name: ISG Project No. Type: V7.0 ER I 21-25841 Drawn By: WE 0 20 40 Designed By: WE C-320 SCALE IN FEET Reviewed By: RJAI Drawing No. STORM DRAIN APRON SCHEDULE STORM DRAIN STRUCTURE SCHEDULE APRON N0. APRON APRON INVERT SIZE (IN) MATERIAL ELEVATION STRUCTURE NO. STRUCTURE TYPE STRUCTURE STRUCTURE SIZE (IN) MATERIAL CASTING PAY HEIGHT (LN FT) 'TOPOFCASTING ELEVATION INVERT ELEVATION OUTLET PIPE ST -1 CATCH BASIN(TYPE 1) 36224 RC FRAME 3.55 86350 854.65 P-2 ST -2 CATCH BASIN (TYPE 1) 36224 RC FRAME 4.09 857.44 663.35 P-3 ST4 WODTTYPEG 480 RC STANDARD 438 867.06 862.30 PS ST -5 41DOT4020 600 RC FRAME 5.86 666.01 850.15 E(P-1 ST -SA LYLWE DRAW 150 PVC FRAME 5.79 666.90 881,11 P54 STE SEEDETAIL 150 PVC STANDARD 2.90 36558 8WAB P-7 P4 FES -2 665.00 574 862.40 is RCP RCP a71% 70 PIPE DRAIN INLET DRAIN OUTLET PIPE MATERIAL CUM PIPE PIPE NO. FROM ELEVATION TO ELEVATION SIZE CUM GRADE LENGTH (Fr) 'TOP OF CASTING ELEVATIONS ON CURB STYLE CATCH M5145= TOP BACKOF CURB BOX 140T GUT TER ELEVATION PS ST4 56230 STS WAS 15 ROP RCP 1.001h 216 SP -1 5-01 85855 FYJSRYG SANITARY PIPE 65828 6' PVC SDR45 27r. 10 P{A ST -5A 861.11 STS 86025 15 RCP RCP 2.00% 43 SP -2 CO -1 862.76 S-01 85855 6' PJC SDR -35 3A6% 137 NOTES: Pfi 664.06 P30UILET 663.33 12 PVC SCH40 2.00% 36 SP -3 CO -2 86550 CO -1 66276 6' PVC SDRZ 3.31% 68 ° ALL UTILITIES ARE TO BE CONSTRUCTED TO V OUTSIDE OF BUILDING AND ARE TO BE CONNECTED TO BUILDING BY P-7 ST -6 86358 P-7 OUTLET 66331 12 PVC SCH40 056% 53 MECHANICAUPLUMBING CONTRACTOR. P5 FES -3 BMW FES -4 86258 15 RCP HCP 291% 63 ° ENSURE IW VERTICAL BETWEEN ALL PROPOSED & EXISTING / WATER, STORM, &SANITARY./ _____-_ I r.Ec�rl,•r--_ l "'""1° \! °R= TOP BACK OF CURB ELEVATIONS FOR CURB SME CATCH >� f -'-- r)/1 rr� 1 7 -r -ti varmw4 I 1 BASINS, NOT GUTTER ELEVATIONS i -' ; r;. i; t rr /t- '/i/ r,//- + /1 n h, 7 / rl7 i+ i/ 7, i/I / s1: --�-- L� fl,_1(// i ,.il L� S,, 22421.23 l -�I 'I / � �/ � � Pv/nieH•P.adn-E+r,'tt6--__---- � I II I 1 11 :f i.. res 13 I 1 CONNECTTOBURDViG g _ / __s_____.. _. 8'WATERMAW - >_=_;a __ _____________ 4--E WATE-- SNB '-�tlE oc �E - UE UE Ln DT UT UT_-----YCURB STOP c __�6'FYtESERYIYDOIAESTICWATERSERVICE i�l / I / / f4 �/♦ SP -3<(67 k 5" WALL INDICATORVALVE GAS METER COORDINATE I 'Ii II NNECTTOSARRARYSTUB (COORD.WIARCH) WITH UTILITY COMPANY 51 ql / rWATERVNN ) I I to S R=66.80 L ^' r"1.I/ ST -6 ELECTRIC SERVICETO5'FROMBUILDING. PHONE SERVICET05'FROMBUILDING. (II -T r I k86276(61SP2 P 1/� k8W55(12TR7 I j I: Ill Poi o1m>=r ` � rr ' I i T I N CONNECT4•SUBDPAN F-063331 r I TO ST3(SEE DETAIL) ALDI, INC. FOOD STORE I I i s45 BUILDING SQ. FT. = 20,664 DOCK WALL SUBDRAIN I EXPANSION 510`1 / FFE =1370.001 (SEE STRUCTURAL) I I SPACE / _ kB06 CONNECTTO FAISTWG II l l LOADING DOCKSUBDRAIN ,I DOCK WALLSUBDRNN 1' I I I III 1 ( B 1YATERMax ,' #(r / (SEE DETAIL) I (SEE STRUCTURAL) r i ----------------�� I CONNECTTOE%ISTING y I a I. V III I g i WIRARY SERVICE CPNOPY DRAW C0.\NECTNA! (VERIFYSIZE,DEFM, .- I I [-I AND LOCATION) - lIF) ` _I 1 - - I J. 1=868.05 (6'IP-1 -I�) I �WATEHMAIN, 6', MLMMUM \> TFT_� - ) L - 111 ' I Bt9lYDEPTHFMINIM \ 14 - FJU576YG SANRARYPIPE 158.28 - --------- -- -- ._.':HYDRANTASSEMSLY I R=670.40 I \ I I 1=8511.56 IV) SR2 ;� 1 FES -1 1=&5855(61SP-1 I I 1=86251 ( I I j 5�5f' I! I i t I I^ I V III I IT6 I i fES4 v>✓ I j l l II 01 1 I 1=66258 v 6 151311 I I I I j l I I 32 _ V I k86Li1(1Sp-m 4 I j I �I I l rt 23 _ 'SRII?-TI63.4.454 (15")wes95sad �680 - 2 P•2- T-1 ' r R1I k85(1P-26863.3515'P3 - ]T -IT -11"R ---------------------- re-- --0 r--- ---------------------------------- 'b II - -- -- ------ P-5(15') --- a,• \, RT-Bfi8.01/�I I eats F-06025 1 P4iA I ST4 I ace - �w_4�ivm� 11 FA60.,5(,�EXP-1I j 87th STREET NEzeo15�v4-°°°�^ss- - - --,.o,.�. 1 _ 1 . - --_-�RUG52RryMMalH3yT- - "W.30(15)P5 B.M. ELEVATION =873.32' TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEW AVENUE AND PARKAVENUE NORTHEAST I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AIA A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA RYAN J. ANDERSON 4 DATE LIC 55938 MANAGING LOCATION: MINNEAPOLIS / ST. PAUL OFFICE 7900 INTERNATIONAL DRIVE INTERNATIONAL PLAZA, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 ALDI Inc. 4201 I OgI6YAvenue North Forib'Y, MN 55021 Is�7�./iv iu1- ALDI Inc. Store #: 141 OTSEGO, MN 87TH ST NE & PARRISH AVE NE OTSEGO, MN 55330 WRIGHT COUNTY Project Name & Location: N UTILITY PLAN Drawing Name: ISG Project No. Type: V7.0 ER I 21-25841 Drawn By: WE 0 20 40 Designed By: WE C-320 SCALE IN FEET Reviewed By: RJAI Drawing No. STORM DRAIN APRON SCHEDULE APRON N0. APRON APRON INVERT SIZE (IN) MATERIAL ELEVATION PIPE NO. FES -1 15 RC 662.61 P-3 FES -2 15 RC 865.00 P-4 FES -3 15 RC 665.00 P-8 F, M__ I 15 F RC 66256 - P4 FES -2 665.00 574 862.40 is RCP RCP a71% 70 PIPE DRAIN INLET DRAIN OUTLET PIPE MATERIAL CUM PIPE PIPE NO. FROM ELEVATION TO ELEVATION SIZE CUM GRADE LENGTH (Fr) 'TOP OF CASTING ELEVATIONS ON CURB STYLE CATCH M5145= TOP BACKOF CURB BOX 140T GUT TER ELEVATION PS ST4 56230 STS WAS 15 ROP RCP 1.001h 216 SP -1 5-01 85855 FYJSRYG SANITARY PIPE 65828 6' PVC SDR45 27r. 10 P{A ST -5A 861.11 STS 86025 15 RCP RCP 2.00% 43 SP -2 CO -1 862.76 S-01 85855 6' PJC SDR -35 3A6% 137 NOTES: Pfi 664.06 P30UILET 663.33 12 PVC SCH40 2.00% 36 SP -3 CO -2 86550 CO -1 66276 6' PVC SDRZ 3.31% 68 ° ALL UTILITIES ARE TO BE CONSTRUCTED TO V OUTSIDE OF BUILDING AND ARE TO BE CONNECTED TO BUILDING BY P-7 ST -6 86358 P-7 OUTLET 66331 12 PVC SCH40 056% 53 MECHANICAUPLUMBING CONTRACTOR. P5 FES -3 BMW FES -4 86258 15 RCP HCP 291% 63 ° ENSURE IW VERTICAL BETWEEN ALL PROPOSED & EXISTING / WATER, STORM, &SANITARY./ _____-_ I r.Ec�rl,•r--_ l "'""1° \! °R= TOP BACK OF CURB ELEVATIONS FOR CURB SME CATCH >� f -'-- r)/1 rr� 1 7 -r -ti varmw4 I 1 BASINS, NOT GUTTER ELEVATIONS i -' ; r;. i; t rr /t- '/i/ r,//- + /1 n h, 7 / rl7 i+ i/ 7, i/I / s1: --�-- L� fl,_1(// i ,.il L� S,, 22421.23 l -�I 'I / � �/ � � Pv/nieH•P.adn-E+r,'tt6--__---- � I II I 1 11 :f i.. res 13 I 1 CONNECTTOBURDViG g _ / __s_____.. _. 8'WATERMAW - >_=_;a __ _____________ 4--E WATE-- SNB '-�tlE oc �E - UE UE Ln DT UT UT_-----YCURB STOP c __�6'FYtESERYIYDOIAESTICWATERSERVICE i�l / I / / f4 �/♦ SP -3<(67 k 5" WALL INDICATORVALVE GAS METER COORDINATE I 'Ii II NNECTTOSARRARYSTUB (COORD.WIARCH) WITH UTILITY COMPANY 51 ql / rWATERVNN ) I I to S R=66.80 L ^' r"1.I/ ST -6 ELECTRIC SERVICETO5'FROMBUILDING. PHONE SERVICET05'FROMBUILDING. (II -T r I k86276(61SP2 P 1/� k8W55(12TR7 I j I: Ill Poi o1m>=r ` � rr ' I i T I N CONNECT4•SUBDPAN F-063331 r I TO ST3(SEE DETAIL) ALDI, INC. FOOD STORE I I i s45 BUILDING SQ. FT. = 20,664 DOCK WALL SUBDRAIN I EXPANSION 510`1 / FFE =1370.001 (SEE STRUCTURAL) I I SPACE / _ kB06 CONNECTTO FAISTWG II l l LOADING DOCKSUBDRAIN ,I DOCK WALLSUBDRNN 1' I I I III 1 ( B 1YATERMax ,' #(r / (SEE DETAIL) I (SEE STRUCTURAL) r i ----------------�� I CONNECTTOE%ISTING y I a I. V III I g i WIRARY SERVICE CPNOPY DRAW C0.\NECTNA! (VERIFYSIZE,DEFM, .- I I [-I AND LOCATION) - lIF) ` _I 1 - - I J. 1=868.05 (6'IP-1 -I�) I �WATEHMAIN, 6', MLMMUM \> TFT_� - ) L - 111 ' I Bt9lYDEPTHFMINIM \ 14 - FJU576YG SANRARYPIPE 158.28 - --------- -- -- ._.':HYDRANTASSEMSLY I R=670.40 I \ I I 1=8511.56 IV) SR2 ;� 1 FES -1 1=&5855(61SP-1 I I 1=86251 ( I I j 5�5f' I! I i t I I^ I V III I IT6 I i fES4 v>✓ I j l l II 01 1 I 1=66258 v 6 151311 I I I I j l I I 32 _ V I k86Li1(1Sp-m 4 I j I �I I l rt 23 _ 'SRII?-TI63.4.454 (15")wes95sad �680 - 2 P•2- T-1 ' r R1I k85(1P-26863.3515'P3 - ]T -IT -11"R ---------------------- re-- --0 r--- ---------------------------------- 'b II - -- -- ------ P-5(15') --- a,• \, RT-Bfi8.01/�I I eats F-06025 1 P4iA I ST4 I ace - �w_4�ivm� 11 FA60.,5(,�EXP-1I j 87th STREET NEzeo15�v4-°°°�^ss- - - --,.o,.�. 1 _ 1 . - --_-�RUG52RryMMalH3yT- - "W.30(15)P5 B.M. ELEVATION =873.32' TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEW AVENUE AND PARKAVENUE NORTHEAST I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AIA A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA RYAN J. ANDERSON 4 DATE LIC 55938 MANAGING LOCATION: MINNEAPOLIS / ST. PAUL OFFICE 7900 INTERNATIONAL DRIVE INTERNATIONAL PLAZA, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 ALDI Inc. 4201 I OgI6YAvenue North Forib'Y, MN 55021 Is�7�./iv iu1- ALDI Inc. Store #: 141 OTSEGO, MN 87TH ST NE & PARRISH AVE NE OTSEGO, MN 55330 WRIGHT COUNTY Project Name & Location: N UTILITY PLAN Drawing Name: ISG Project No. Type: V7.0 ER I 21-25841 Drawn By: WE 0 20 40 Designed By: WE C-320 SCALE IN FEET Reviewed By: RJAI Drawing No. Issued: Date: STORM DRAIN PIPE SCHEDULE SANITARY SEWER STRUCTURE SCHEDULE A CRY SUBMITTAL 81 09/29/22 B PIPE NO. DRAIN FROM INLET ELEVATION DRAIN TO OUTLET PIPE MATERIAL PIPE PIPE PIPE ELEVATION SIZE(IN) CLASS GRADE LENGTH(FT) STRUCTURE NO, STRUCTURE TYPE STRUCTURE SIZE (IN) STRUCTURE MATERIAL CASTING PAY HEIGHT (LN FT) TOP OF CASTING ELEVATION INVERT ELEVATION OUTLET PIPE C D EXP -1 ST -5 860.15 860.01 15 RCP RCP 0.65% V ANWT4007C 480 RC NEENAH R1733'SMITARY SEWER' STAMP SELF CLEARING CLEARING PIG( HOLES 11.85 870.40 65855 SP -1 E P-1DRPLY CANOPY CONNECTION 666.05 ST -1 861.75 6 HDPE HDPE 1.11% 117 Revisions: Date: P-2 sr -t SMAS sr -z eszas 15 RCP RCP I DAY. 199 1s9 SANITARY SEWER PIPE SCHEDULE 131 P3 ST -2 863.35 FEST 66261 is 1 Na, RG' 0.76% 1 97 P4 FES -2 665.00 574 862.40 is RCP RCP a71% 70 PIPE DRAIN INLET DRAIN OUTLET PIPE MATERIAL CUM PIPE PIPE NO. FROM ELEVATION TO ELEVATION SIZE CUM GRADE LENGTH (Fr) 'TOP OF CASTING ELEVATIONS ON CURB STYLE CATCH M5145= TOP BACKOF CURB BOX 140T GUT TER ELEVATION PS ST4 56230 STS WAS 15 ROP RCP 1.001h 216 SP -1 5-01 85855 FYJSRYG SANITARY PIPE 65828 6' PVC SDR45 27r. 10 P{A ST -5A 861.11 STS 86025 15 RCP RCP 2.00% 43 SP -2 CO -1 862.76 S-01 85855 6' PJC SDR -35 3A6% 137 NOTES: Pfi 664.06 P30UILET 663.33 12 PVC SCH40 2.00% 36 SP -3 CO -2 86550 CO -1 66276 6' PVC SDRZ 3.31% 68 ° ALL UTILITIES ARE TO BE CONSTRUCTED TO V OUTSIDE OF BUILDING AND ARE TO BE CONNECTED TO BUILDING BY P-7 ST -6 86358 P-7 OUTLET 66331 12 PVC SCH40 056% 53 MECHANICAUPLUMBING CONTRACTOR. P5 FES -3 BMW FES -4 86258 15 RCP HCP 291% 63 ° ENSURE IW VERTICAL BETWEEN ALL PROPOSED & EXISTING / WATER, STORM, &SANITARY./ _____-_ I r.Ec�rl,•r--_ l "'""1° \! °R= TOP BACK OF CURB ELEVATIONS FOR CURB SME CATCH >� f -'-- r)/1 rr� 1 7 -r -ti varmw4 I 1 BASINS, NOT GUTTER ELEVATIONS i -' ; r;. i; t rr /t- '/i/ r,//- + /1 n h, 7 / rl7 i+ i/ 7, i/I / s1: --�-- L� fl,_1(// i ,.il L� S,, 22421.23 l -�I 'I / � �/ � � Pv/nieH•P.adn-E+r,'tt6--__---- � I II I 1 11 :f i.. res 13 I 1 CONNECTTOBURDViG g _ / __s_____.. _. 8'WATERMAW - >_=_;a __ _____________ 4--E WATE-- SNB '-�tlE oc �E - UE UE Ln DT UT UT_-----YCURB STOP c __�6'FYtESERYIYDOIAESTICWATERSERVICE i�l / I / / f4 �/♦ SP -3<(67 k 5" WALL INDICATORVALVE GAS METER COORDINATE I 'Ii II NNECTTOSARRARYSTUB (COORD.WIARCH) WITH UTILITY COMPANY 51 ql / rWATERVNN ) I I to S R=66.80 L ^' r"1.I/ ST -6 ELECTRIC SERVICETO5'FROMBUILDING. PHONE SERVICET05'FROMBUILDING. (II -T r I k86276(61SP2 P 1/� k8W55(12TR7 I j I: Ill Poi o1m>=r ` � rr ' I i T I N CONNECT4•SUBDPAN F-063331 r I TO ST3(SEE DETAIL) ALDI, INC. FOOD STORE I I i s45 BUILDING SQ. FT. = 20,664 DOCK WALL SUBDRAIN I EXPANSION 510`1 / FFE =1370.001 (SEE STRUCTURAL) I I SPACE / _ kB06 CONNECTTO FAISTWG II l l LOADING DOCKSUBDRAIN ,I DOCK WALLSUBDRNN 1' I I I III 1 ( B 1YATERMax ,' #(r / (SEE DETAIL) I (SEE STRUCTURAL) r i ----------------�� I CONNECTTOE%ISTING y I a I. V III I g i WIRARY SERVICE CPNOPY DRAW C0.\NECTNA! (VERIFYSIZE,DEFM, .- I I [-I AND LOCATION) - lIF) ` _I 1 - - I J. 1=868.05 (6'IP-1 -I�) I �WATEHMAIN, 6', MLMMUM \> TFT_� - ) L - 111 ' I Bt9lYDEPTHFMINIM \ 14 - FJU576YG SANRARYPIPE 158.28 - --------- -- -- ._.':HYDRANTASSEMSLY I R=670.40 I \ I I 1=8511.56 IV) SR2 ;� 1 FES -1 1=&5855(61SP-1 I I 1=86251 ( I I j 5�5f' I! I i t I I^ I V III I IT6 I i fES4 v>✓ I j l l II 01 1 I 1=66258 v 6 151311 I I I I j l I I 32 _ V I k86Li1(1Sp-m 4 I j I �I I l rt 23 _ 'SRII?-TI63.4.454 (15")wes95sad �680 - 2 P•2- T-1 ' r R1I k85(1P-26863.3515'P3 - ]T -IT -11"R ---------------------- re-- --0 r--- ---------------------------------- 'b II - -- -- ------ P-5(15') --- a,• \, RT-Bfi8.01/�I I eats F-06025 1 P4iA I ST4 I ace - �w_4�ivm� 11 FA60.,5(,�EXP-1I j 87th STREET NEzeo15�v4-°°°�^ss- - - --,.o,.�. 1 _ 1 . - --_-�RUG52RryMMalH3yT- - "W.30(15)P5 B.M. ELEVATION =873.32' TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEW AVENUE AND PARKAVENUE NORTHEAST I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AIA A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA RYAN J. ANDERSON 4 DATE LIC 55938 MANAGING LOCATION: MINNEAPOLIS / ST. PAUL OFFICE 7900 INTERNATIONAL DRIVE INTERNATIONAL PLAZA, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 ALDI Inc. 4201 I OgI6YAvenue North Forib'Y, MN 55021 Is�7�./iv iu1- ALDI Inc. Store #: 141 OTSEGO, MN 87TH ST NE & PARRISH AVE NE OTSEGO, MN 55330 WRIGHT COUNTY Project Name & Location: N UTILITY PLAN Drawing Name: ISG Project No. Type: V7.0 ER I 21-25841 Drawn By: WE 0 20 40 Designed By: WE C-320 SCALE IN FEET Reviewed By: RJAI Drawing No. '.A I I I I I I I /rl Parkview P rineraLL0 _�� .... —_ 101. — _!q!� SUNN No !ALDI, INC. FOOD STORE!!!!! — —IW— — BUSTING CO!ROUR WAIOR INTERNAL) 101 PROPOSED CONTOUR(MNOR LNTERVAL) iW BUILDING SQ. FT. = 20,664 .($�� PROPOSEDSPOT ELEVATKI!I FFE 870.00' PROPOSED TOP OF RETAINING WALL (TrW)AND BOTTOM OF RETAINING WALL (MY) -X SURFACE GRADE DIRECTION Emil h 111�ii��i� I I 1 _ BW � 1 2 i r: I WWI N I I i I 564 � ess j BST / 23 —_---- -------------------------------------- , -- n ----- - - --- - - -- - 87th STREET NE- - T I B66 ,1 I r it I ra i JJ I I 1 Ii sb I ; I I I F p. I S I I I i GRADING LEGEND .... —_ 101. — E%ISTI!IG CONTOUR (MVM NTERVAL) — —IW— — BUSTING CO!ROUR WAIOR INTERNAL) 101 PROPOSED CONTOUR(MNOR LNTERVAL) iW PROPOSED CONTOLIR(MA)OINTERVAL) .($�� PROPOSEDSPOT ELEVATKI!I PROPOSED TOP BACK OF CURB SPOT ELEVATION PROPOSED TOP OF RETAINING WALL (TrW)AND BOTTOM OF RETAINING WALL (MY) -X SURFACE GRADE DIRECTION GENERAL GI PROPOSED CONTOURS SHOW FINISHED GRADE DOWNS ARE NOT INCLUDED. WHEN CONSTRUC AREAS TO ENSURE POSHNE BUILDING PAD DPI N <I' I� I� I ie Ir" W�a I� I� LDING NOTES 4TIONS. BUILDINGPADANDPAVEMFNTHOLD IUILDNG PADS WITH A HOLD DOWN, GRADE Issued: Date: CITY SUBMITTAL $ I 09/29/22 1 Revisions: Date: I B.M. ELEVATION =873.32' TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEW AVENUE AND PARKAVENUE NORTHEAST 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 RYAN J. ANDERSON DATE uc� No. 55936 MANAGING LOCATION: j MINNEAPOLIS! ST. PAUL OFFICE 7900 INTERNATIONAL DRIVE INTERNATIONAL PLAZA, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 GUd10)01nc. 4201 Bagleyy Avenue North G"11.Spo [I Faribcult, MN 55021 I Is��i05s�iis� ALDI Inc. Store #: 141 OTSEGO, MIN 87TH ST NE & PARRISH AVE NE r OTSEGO, MN 55330 WRIGHT COUNTY Project Name & Location: t` ` IOVERALL GRADING r N PLAN 1 Drawing Name: ISG Project No. Type: V7.0 ER 21-25841 Drawn By: MJE I 0 20 40 Designed By: MJE C-410 I SCALE IN FEET Reviewed By: RJA Drawing No. /l0 I I I I \ I \ I or I « \ \ I \ 0 \ o c es � a6 \ 9'L GRADING LEGEND -- --. .10, .... -... EXISTING CONTOUR(69NOR INTERVAL) — —Nm— EXISTING CONTOUR (MAJOR INTERVAL) 101 1- I I I I \ I \ I or I « \ \ I \ 0 \ o c es � a6 \ 9'L GRADING LEGEND -- --. .10, .... -... EXISTING CONTOUR(69NOR INTERVAL) — —Nm— EXISTING CONTOUR (MAJOR INTERVAL) 101 PROPOSED CONTOUR(WROR INTERVAL) 100 PROPOSED CONTOUR (MAJOR INTERVAL) PROPOSED SPOT ELEVATION / PROPOSED TOP BACK OF CURB SPOT ELEVATION .� PROPOSED TOP OFRGIYALL IYAIL (TAY) AND BOTTOM OFRETAwucwau(avq Axl- SURFACE GRADE I DIRECTION -P153k a GENERAL GRADING NOTES ST -6 PROPOSED CONTOURS SHUN FINISHED GRADE ELEVATIONS. BUILDING PADAND PAVELIEIIT"OLD DOWNSARE NOTBNCLUDED. WHEN CONSTRUCTING BUILDING PADSWITHA HOLD DOWN, GRADE ARM TO ENSURE POSITIVE BUILDING PAD DRANAGE. \ '.: ;.: ..� �° I 1-863.08(SWP) I '. \ALDI INC. FOOD STORE` ,,..•t ..,' I \ \ 1: i x 4.. \ 136ILDING SQ. FT. = 20,664 EXPANSION FFE = 870.00' a e\ SPACE \ \ 1 ''e •' I (FOR REFERENCE ONLY, NOT\ .e ° I PMT OF THIS SITE MAN) v ° a II I e B6gs9'TO ° / '., l;,.: ��00 10� 016 6%YO�,.:>;:•. 0 I I es9°i 06q°j\ . . ' '.' .. � <. .:. ., : ) dBgQ; �� • .�9'P! �°0� .. ��9, Q �r3 '. ' t '. I e / r � 66 Issued: Date: A CITY SUBMITTAL fI 09/29/22 B C Revisions: Date:I B.M. ELEVATION =873.32' TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEW AVENUE AND PARKAVENUE NORTHEAST 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 RYAN J. ANDERSON DATE UC. NO. 55938 MANAGING / M N TION: MINNEAPOLIS I ST. PAUL OFFICE 7900 INTERNATIONAL DRIVE / O / INTERNATIONAL PLAZA, SUITE 550 MINNEAPTRANSITION PAVEMENT / PHONE: 952.426. 699 425 i roELusHwrlHWAtx I / / NO PARKING NO PARKING _ L PU Inc. Q�Q 42Dfonbault,MNn55221 Is��rau iis`�, ALDI Inc. Store #: 141 OTSEGO, MN 87TH ST NE & PARRISH AVE NE OTSEGO, MN 55330 WRIGHT COUNTY Project Name & Location: N BUILDING GRADING PLAN Drawing Name: ISG Project No. Type: V7.0 ER 21-25841 Drawn By: MJE 0 10 20 Designed By: MJE C-420 SCALE IN FEET Reviewed By: RJA 1 Drawing No. I I / I I I I i I / I i i � . I I t / ----------------------------- ------------------------------------ / I I ---------------------------------------i _ . . . . . . . . / . = .--. . . . .-. .• 7 EII / #•, ' — �. / �%• I • x Gu41i / e� •••• •l� _ i.�Jli. I i / sr •Oi'•a� I � I iIi I i A I ALDI, INC. FOOD STORE ` I` I I i•I hl� I BUILDING SQ. FT. = 20,664 FFE = 870.00' I ly flj I 51139 I•I hll I I J 1 #iI t• 1 1 I X11 fp ;. r It .4 r 71,1;:1.1 1 L If L-- 'Ll F I I M •,2•I.• •I. f \1 -s I FI)ylh1 I :�I•F•• II. � % i / / .t;l 92 i i ��Il I I I.1 •.I •j - I �Ij !j I i , I II•. � �.•.I I r� I Y •I ' _ I I 1 I•I • I i 1 I Y h •I t�•,f. � I I ' I �___.- .------ - T---- - - - - - ---------- - I I ! z 23 1 ........... ........ r................................... j . ... . ...... _ , 1 ------------ -- ----- -- ----- - ----'E -------- ------ -LL ----- -- I I Y 1 I I i Y I I I I � I •I I II I I I I Ii III � i I Y ------------�'-"---______ I I 'r I Issued: Date: Revisions: Date: MANAGING LOCATION: MINNEAPOLIS / ST. PAUL OFFICE 7900 INTERNATIONAL DRIVE INTERNATIONAL PLAZA, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 LadDO Inc. 4201 Bagie4Avenue North 00 foribault, MN 55021 AJsu ILII m ALDI Inc. Store #: 141 OTSEGO, MN 87TH ST NE & PARRISH AVE NE OTSEGO, MN 55330 WRIGHT COUNTY Project Name & Location: SITE RESTORATION PLAN Drawing Name: ISG Project No. Type: V7.0 ER 21-25841 Drawn By: MJE / 0 Designed By: MJE C-510 SCALE IN FEET Reviewed By: RJA Drawing NO. ., • IJi .�i,ri �!i1. '�ei��i,'f�o`?fie: •L, Issued: Date: Revisions: Date: MANAGING LOCATION: MINNEAPOLIS / ST. PAUL OFFICE 7900 INTERNATIONAL DRIVE INTERNATIONAL PLAZA, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 LadDO Inc. 4201 Bagie4Avenue North 00 foribault, MN 55021 AJsu ILII m ALDI Inc. Store #: 141 OTSEGO, MN 87TH ST NE & PARRISH AVE NE OTSEGO, MN 55330 WRIGHT COUNTY Project Name & Location: SITE RESTORATION PLAN Drawing Name: ISG Project No. Type: V7.0 ER 21-25841 Drawn By: MJE / 0 Designed By: MJE C-510 SCALE IN FEET Reviewed By: RJA Drawing NO. ADD THIS REFERENCE BLOCK TO SIGNATURE XREF AND DELETE THIS TEXT AND REFERENCE BLOCK-) Issued: Date: SIZE ROOT A B B'HT M14 CONT C D / STROBUS / PS 7 PLY..e'MME6Y CONI Revisions: Date: 1YHRE FINE A ORNAMENTAL TREES CODE 07Y BOTANIMICOBU4q WE SIZE ROOT / 0 AS 6 SERVIC BER CHRSPEC1054 iS CPL CON] i SERANRY i i r / CJ fi CASMIUSCAROLDBNIA'JN. UPRIGHT' IS'CAL CONI I ' / 1 I I FlRESPIRE®AAIETUCPII HORNBEAM SHADETREES CODE OTY BOTMICALMOS M WE SIZE R001 � - WEftCUS BM.OI.OR - - � I . OR 5 2- CAL, B'HTFBN B&B SIYAMPYIHITE OAK NOTE: ----"__ REFER TO SHEET GSW FOR PLANTING 0ETA8S,LANDSCAPE NOTES, AND IRRIGATION NOTES. CITY OF OTSEGO CODE LYN!fZ.___ yw�eay.- __. '� �__�_'� _ ____ -___ __ III I I I LANDSCAPE REOIAREMENTS. - - PROvOEDYNSRE EDTOBCEMHI USE ISACROSS TIESTREET FRg1ARE5DEMW.ZQ1%BUT NOT QY TINT __ _ - UT SIDE OFNVNRESDEMLLLIISECQYSDEREDTO BE THE FRONT. / PoPB / -_ _I ♦ I _ l I ♦ ♦ _ -13 ACAFFNBaTPLAIMSTBPSFNLLCOt6GTOFEYERGREDI`AORDECOVOI.ISTREESM KAWSAVDSINLLBEAFFlOEM YfDTHAND DEN'SIIYTO PRVADEAN EPFECTNEYGOALSCREEN IS 6LVNTI IMDSCAPE SCREEN R/NTMTEMAL SPALL BE PANTED N20RVCRERONS FAMES SHNLBESTAGGEREO UAESSOTEAMSE APPROVEDBYTHEZO414GMNH7STRATOR CNEROWMWEOLYUSTSaSNEAVAWC?AWYISPRXM.. / / 3 All► I - / ALL 11E1YPIAYfS SHiLLSEGGOLANTEED FORONF YEAR F-0LLOhTG 511SSTAYNL L01PlEipN. Q; I I I t ALDI, INC. FOOD STORE BUILDING SQ. FT. = 20,664 P`sErl FFE=870,00' I, i ijip I l Ilii I i i ; I 11 I 7 I I VIII ' i \\---------'�f I II�IN I �®i -21 j. U' 6,TI _L/ _; I Il Sikl3iijil I I I n14 --------------- ------- In ' nlPsa.l,i 7qf� I iilij £ i O i� I I I I99I II MANAGING LOCATION: o I 327 I I\ tljj II I MINNEAPOLIS / ST. PAUL OFFICE N i 7900 INTERNATIONAL DRIVE j i 49.t1u0up \ rIT I I MINNEAPOOLIS, MN PLAZA 555UITE 550 PHONE: 952.426.0699 i I II I - - - - - - - 2 Inc. 4 Y I I , i,\ r, •� ; I t y 20Fc iTbalult, MNnu�e 2I North ALDI Inc. Store #: 14 - -------------------�----K----- ----- -- -- -- I AVE NE _ I--�-----�-----�-----�---�---- ! I OTSEGO, MN __ , _____ f __—_ __- -- I I i 87TH ST NE & PARRISH II I u l OTSEGO, MN 55330 WRIGHT COUNTY I I Project Name & Location: I SITE PLANTING PLAN I ----------- I I -------�-----fes-- - I I I "18 III II� i `NN r i i i - � i I Drawing Name: ISG Project No. Type: V7.0 ER 21-25)M I Drawn By: MJE 0 Designed By: MJE C-520 SCALE IN FEET Reviewed By: RJA I DTOWIn NO. Issued: Date: A B C D E Revisions: Date: i PLANTING NOTES 2 DO NOT CUT PRIMARY LEADER At TREES SHALL NAVE ASTRONG (CENTRAL-) 1. COORDINATE OF ALL UTILITIES (POSE, DUCTS, CONDUITS, SLEEVES, 3 WMINATELEADER C)LOCATIONWITH L FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (FENCE, 4 DO NOT CUT PRIMARY LEADER. ALL TREES FOOTINGS, TREE ROOTBALLS, ETC.). CONTRACTOR SHALL REPORT ANY PRUNE ALL BROKEN, DAMAGED, OR RUBBING SHALL HAVE ASTRONG (CENTRAL) DWWATE DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 5 LIMBS AND BRANCHESIMMEDIATELYtUTSCLEANT9 TREES B'r TREES 6�' LEADER 2. SAVE AND PROTECT ALL EXISTING TREES NOT NOTED TO BE REMOVED. 6 PIANII`NG•ALL PRUNING CUTS CLEAN AT 90' e e PRUNE ALL BROKEN DAMAGED, OR RUBBIlG 3. REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH PE NYLON STRAP AROUND TRUNK AS SFKAYN STAKING DIAGRAM, a ee � d e Uh18SPND BROOCHES IMMEDIATELY AFTER FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING MIX 7 VZ'WIDE NYLON STRPPPI!IG- GREEN OR PRLW7EALLBROKEN. DAMAGED, RUBBING NO STAKING TREES LIMES AND BRANCHES IMMEDIATELY AFTER UNDER 6' PLANTL'NG a PLANTING -ALL PRUNING CUTS CLEAN AT 90' ee a q REFER TO SPECIFICATIONS FOR TOPSOIL REQUIREMENTS. 5. REFER SITE A LS SOIL PLANTING PLASURROUNDING $ 9 BROWNCTLAYERWOR TIE NYLON STRAP AROUND TRUNK AS SHOWN e DONOT CUT PRIMARY LEADERS -3LARGEST NDIN REFER TO SPECIFD AND S. ICATIONS BEDS AND SURROUNDING TREES. REFER TO SPECIFICATIONS FOR MIX TYPE. FOR I 3' LAYER OF SHREDDED HARDIYOOD LtULCH �", Ce e e IXMIETERSTEMS e. FIE LD STAKE PLANTINGS ACCORDING TO PLAN. OWNER'S REPRESENTATIVE SHALL MOUNDED EDGE TO FORM ASHALLOW VX WIDE NYLON STRAPPING -GREEN OR e� T LAYER OF SHREDDED HARDWOOD MULCH APPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER'S TREES Br TREES 6.8' SAUCER -DO NOT PLACE MULCH DIRECTLY ON TREETRUN. LEAVEAMIN.3-RNG BROWN COLOR a MOUNDED AT EDGE TO FORM ASH4LLOW SAUCER• DO NOT PLACE MULCH DIRECTLY REPRESENTATIVE RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OF INSTALLATION. STAKING DIAGRAM AROUND CROWN A T LAYER OF SHREDDED HARDWOOD M1ACH MOUNDED AT EDGE TO FORMA SHALLOW O ON TREE TRUNK, LEAVE A MINIMUM T R24G 7• ALL PLANT MATERIALS SHALL BE TR UE TO THEIR SCIENTIFIC NAME AND SIZE AS INDICATED IN THE PLANT SCHEDULE. - SAUCER -DO NOT PLACE MULCH DIRECTLY d AROUND CROWN B. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE OR TREE TRUNK LEAVE MIN. X RING PLANTING PLAN AND HE NUMBER OF PLANTS IN THE SCHEDULE, THE PLANTING PLAN HARDWOOD STAKES 27!278' LONG -INSTALL AROUNDCROWN SHALL GOVERN. OUTSIDE OF ROOTBAILAT 5 MAX HT �h SET ROOTFIARE YABOVE FINISH GRADE NOTE" 9, ANYPROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF SET ROOT FURE3'ABOYE FINISH GRADE �L'-�' 1. DONOTSTAKETREES SETRDOT FLARE 3' ABOVE FIUSHGRADE EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, CUTAND REHOVEAT MINIMUM THETOP HALF _ yy \ HARDWOOD STAKESTYXXS LENGTH- 2 THDROLIGH.Y WATER-INAL. TREES IMMEDIATELYAFTER FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE. OF WIRE BASKETS, BURLAPANOOFR NONE i INSTALL OUTSIDE OF ROOTBALL AT MAX PLANTING AND ENSURE CUTAND REAtOYEAT MINIkIM THETOP HALF 10. ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY FNISH AND REMOVE FROMITHE PLANTING PIT.AVOID CUT AND REMAYEAT MINIMUM THE TOP HALF ` UNDESIRABLE SETTLING DEWIRE BASKETS, BURLAPAND'ORTW'INE STOCK (ANSI ZED. 1), LATEST EDITION PUBU SHED BY THE AMERICAN ASSOCIATION OF GPAOE CUTTING OR SCARING ROOTS. AIA' ROOTS`, THATARE SCARED OR BROKEN WRING OF WIRE BASKETS, BURLAP ANVORTWINE Ute, ti AMO REMOVE FROM THE PLANTING PILAVOID OCCURS -TREE STAYS PLUMB AHD REMOVEFROM THE PLANTING PIT. AVOID CUTTLN'GORSCARINGROOTS.ANY ROOTS NURSERYMEN, WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THE SPECIES LISTED MAY BE USED IF HE STOCK CONFORMS TO ANSI Z60.1. PLANTING SHALL BE PRUNED 90' WTTING OR SCARING ROOTS. ANY ROOTS THAT ARE SCARED OR BROKEN DURING 11. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN A LIVE J THAT ARE SCARED OR BROKEN RMSHGRADE WRING FIBSH PLANTING SHALL BE PRUNEDAT80' GIME AND HEALTHY GROWING CONDITION FOR ONE FULL GROWING SEASON (ONE YEAR) _ BACKFILL PLANING PR WITH NATIVE PLANTING SHIN. BE CUT CLEAN AT 90' AFTER FINAL PROJECT ACCEPTANCE OR SHALL BE REPLACED BY HE CONTRACTOR SOIL -EXCEPT WHEN IN HEAVY CLAY, MIX BACKFILL PLANTING PIT WITH NATIVE BACKFILL PLANTING PIT\YITH NATIVE FREE OF CHARGE WIH THE SAME GRADE AND SPECIES. II AMENDED TOPSOIL FROM A LOCAL SOURCE SOIL -EXCEPT WHEN IN HEAVY CLAY, MIX 500. -EXCEPT M04 IN HEAVY CLAY, MDL 12. ALL TREES SHALL HAVE A STRONG CENTRAL LEADER. ANY TREES DEEMED NOT TO III YIITH NATIVE 500. II 112 AMENDED TOPSOIL FROM ALOCALSOURCE - II II_-II�IJ- AMENDED TOPSOIL FRQMALOCALSCKIRCE II II '- ii HAVE A STRONG CENTRAL LEADER SHALL BE REJECTED. EXCAVATE PLANTING PR TOADEPTH EQUAL II I WITHNATMESOIL (_ J ILLI -11 LIj WITH NATIVE SOIL 13. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO CONSTRUCTION OPERATIONS. ANY AREAS THAT ARE DISTURBED SHALL BE RESTORED TO ITS VIII L jll TO THE DEPTH OF THE ROOTBALL MNVS3' 1 IL. � 4 III r !.II I EXCAVATE PLANTING PIT EQUAL 11—I ORIGINAL CONDITION AT NO ADDITIONAL COST TO HE OWNER. 9 MDAMINIIUMTWICE THE DIAMETER OF THE - —I' EXCAVATE PIT TOA EQUAL fi �l 1�1 L 1TI=[— E TOTHE DEPTH OFTHE ROOTBALL MINUS 3' -ir RNDISTU - TO THE DEPTH OF THEft00TeALL'THE ' IIL=1 _ 'LF II f= ARDAMINIMUM TWICE THE DINMETER OF THE 1q. PROVIDE SHREDDED MULCH SURROUNDING ALL PROPOSED TREES 6'0 ( ) ROOTBALL DLA I UNDISTURBED SOBAHD ENSURE TRUNKOF BED SO AND ENSURE ROOTBALL DL4 I ANDA MINIMUM TWICETHE DLAh1ETER OF THE ROOTBAU. LILACS ROOTB4LLON ROOTBALL DL4 ROOTBALL PLACERWTBAILW TOA3"MINIMUM DEPTHAS SHOWN IN TREE PLANTING DETAIL. DO NOTUSEAN UNDERLAYMENT SUCH AS PLASTIC SHEET OR LANDSCAPE FABRIC. TREE G PLUMB 7X ROOTBALL IX4 UNDISTURBED SOILOF I UNDISTURBED SOILAND ENSURE TRIRNI(OF 7X ROOTflALL DIA 15. APPLY PRE -EM ERGENT TO ALL LANDSCAPE ISLANDS PRIOR TO ADDING ROCK MULCH. 2X RooT 3ALLou , TREE IS PLUh18 RFE IS PLUMB 16. REFER TO STORMWATER DETAILS FOR BASIN CONSTRUCTION AND MULCH APPUCATION. 17. INDICATED QUANTITIES ARE ESTIMATES AND SHALL BE CONFIRMED BY THE CONTRACTOR, 18. ADJUST SPACING OF PLANT MATERIALS AROUND ADJACENT UTIUTY STRUCTURES. DECIDUOUS TREE PLANTING EVERGREEN TREE PLANTING MULTI -STEM TREE PLANTING NTS NTS NTS IRRIGATION NOTES i I 1. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR HE LOCATION AND VERIFICATION OF ALL EXISTING LITIUTIES AND STRUCTURES. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR L/TIUTIES. DAMAGE DONE TO UTIUTIES. STRUCTURES, OR OTHER FINISHED WORK SHALL BE REPAIRED OR REPLACED AT MANAGING LOCATION: HE IRRIGATION CONTRACTORS EXPENSE. MINNEAPOLIS I ST. PAUL OFFICE 8. IRRIGATION CONTRACTOR TO FIELD ADJUST DRIP LINE LOCATIONS BOAS TO AVOID 7900 INTERNATIONAL DRIVE CONFLICTS WITH TREES, SITE FURNITURE, AND UTILITIES. INTERNATIONAL PLATA, SUITE 550 7. INSTALL PVC SCHEDULE 40 PIPE SLEEVES UNDER HARDSCAPE ATALL POINTS WHERE IRRIGATION MAIN UNE AND LATERALS ARE LOCATED. MINNEAPOLIS, MN 55425 8. INSTALLALL MAINUNES TO SLOPE AT 1% MINIMUM TO MANUAL GRAIN VALVES PHONE: 952.426.0699 LOCATED AT LOW POINTS OR AS INDICATED ON PLANS OF MAINUNE SYSTEM. ^ 9. HE CONTRACTOR SHALL PLACE A#12 SOLID COPPER TRACE WIRE WITH PURPLE PErj COVER FOR WATER ALONG ALL PVC MAINLINE. HIS INCLUDES ALL PVC MAINLINE Illi 1 Inc. CONNECTING QUICK COUPLER VALVES. , 10. THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO INSURE HE POINT OF CONNECTION IS PROVIDED PER PLANS. Q�pO 4201 Bagleyy Avenue North ueN Faritplue( ve 55021 5 INSTALLA BACKFLOW PREVFNTrR AND ENCLOSURE AT THE POINT OF INSTALL PER MANUFACTURER SPECIFICATIONS. COORDINATE WITH LOCAL CITY ION. iffl ML ORDINANCES TO ENSURE THE POINT OF CONNECTION MEETS ALL CODES. ALDI Inc. Store #, 141 S. IRRIGATION CONTRACTOR SHALL INSTALLDRIP IRRIGATION SYSTEM FOR ALL PLANTING AREAS AND SPRAY HEADS FOR TURF LAWN AREAS. 7. CONTRACTOR TO SUBMIT IRRIGATION PLAN AND PRODUCT INFORMATION TO OTSEGO, MN LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. SUBMIT IRRIGATION PLAN AT A SCALE OF I INCH EQUALS 30 FEET OR GRATER 87TH ST NE & PARRISH AVE NE INDICATING POINT OF CONNECTION, 13ACKFLOW PREVENTER, LAYOUT/ LOCATIONS OF DRIP -UNE, VALVES, MAINLINE, ISOLATION VALVES, FLOW SENSORS, RAIN / OTSEGO, MN 55330 FREEZE SENSOR, PIPE SIZING, AND CONTROLLER LOCATIONS. 8. CONTRACTOR TO INSTALL NEW TORO CUSTOM COMMAND SERIES IHUNTER ACC -D! WRIGHT COUNTY RAIN BIRD ESP-LXIVM (OR APPROVED EQUAL) CONTROLLER NH STAINLESS STEEL PEDESTAL MOUNT. SOURCE IRRIGATION CONTROLLER, RAIN / FREEZE SENSOR, QUICK COUPLERS, AND CONTROL VALVES FROM ONE MANUFACTURER. Project Name & Location: CONTRACTOR TO VERIFY 110V UNINTERRUPTED ELECTRICAL SERVICE FOR HE CONTROLLER. CONTRACTOR TO INSTALL CONTROLLER PER MANUFACTURER'S SPECIFICATIONS, PLANTING DETAILS 9. INSTALL VALVE BOX LOCATIONS IN PLANTING AREAS, PARALLEL TO AND SET BACK FROM PAVEMENT EDGES AS INDICATED ON THE PLANS. AIOTCC ANDNOTES ES THE WORK FROM DAMAGE THEFT. LACE ALL e. PROTECT AT ALL TIMWHR !1 � V LJ DAMAGED OR STOLEN PARTS AT CONTRACTOR'S EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER'S REPRESENTATIVE. Drawing Name: ISG Project No. TYPe: V7.0 ER 21-25841 Drawn By: MJE Designed By: MJE C-530 Reviewed By: RJA 1 Drawing NO. Provide light fixtures as shown on Fixture Schedule. Substitutions shall have prior approval by the Project Engineer before bid date. Being listed as an acceptable Manufacturer In no way relieves the Contractors obligation to provide all equipment and features in accordance with these specifications. LIGHT FIXTURE SCHEDULE TYPE STYLE MANUFACIURERIMODEL NUMBER LAMPS REMARKS L21A BU DPIG MOULTED WNL PACK CREEl1EKW*NW4,WMTM-30K1JL1SP WILED-7,000LUAIENS MOLPa FIXMiE AT W4rMOVE FCOSHEDROOR L21B BULDWG kWITED WNL PACK CREEUIMNO HmYd-YAM7L3fIFUL-W OWLED-7.000WKIENS M.WR7 FMRE AT IV V ASME FDFSHED FLOOR L21C SIM -DING 1WffED WNL PACK GREE LKWEIGiN1WA-WAFT3-7La0KJA-CSP 46WLE0.7,ONLUMEHS MOUNT FD -TIRE AT IZ-T ABOVE RNSHEO FLDOR L22 CANOPY GREE LIGIITWG *CP 25Da-0 '. IX- V,30K 3 O LED -4210 LUMENS MOUNT FDDURE 04 UNDERSIDE OF CANOPY L24 ACCENTCYLIMER GREE L1GIMINGSCL-2W4LEDOSATI%RSB 2OWLED-ZaWLUATENS MOM FRTUREAT I4'fi ABOVE FINISHED FLOOR PROVIDE FIXTURE WITH OMM LIGHT ONLY L31 SIZE POLE SANGLE READ ¢@ 90 CREEUGHUNG tMAA IW-1IL5TK4)LLS,NNTA-DAZS (1)75W LED. 11,000 LUMENS 199DF(EDAA41M0114r POLE GREE LIGIMNG *CLSSP4011.20U1-PSABL 2TVPOLE L34 SITEPOLEOUADHEADQ90 GREELDffk4GWrAANAH44%57KU-S,MITA-04tS 0)75WLED •11,000LUMENS 4990 FIXED ARM MOUIn POLE CREE LG MNG ECLSSP4011.20O&P34ASL 27-WFOLE r Will POLE 4 G&VANIZED SREL ANM BOLTS rCwFER it II II "121" LIGHT STYLEy! CONDUr SEE SWE� c VEWIIGN. M, W/j71FS 0 12' O.C. ELEC1rO('.LL PIANS 24'/ CONCRETE PER RIOIWG "122" LIGHT STYLE u 1 LIGHT POLE DETAIL N.T.S. "L31" and "L34" LIGHT STYLE Issued: Date: I Revisions: Date:I MANAGING LOCATION: MINNEAPOLIS I ST. PAUL OFFICE 7900 INTERNATIONAL DRIVE INTERNATIONAL PLAZA, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 i �� \LPH Inc. 4201 Bogle(y Avenue North Q�� Foribault, MN 55021 Is�7'� 17w4% ALDI Inc. Store #: 141 OTSEGO, MN 87TH ST NE & PARRISH AVE NE OTSEGO, MN 55330 "124" LIGHT STYLE WRIGHT COUNTY NOTE: SEE ELECTRICAL PLAN FOR SITE ELECTRICAL LAYOUT FOOTCANDLE LEGEND 1DOFOOTCNKKE84E i 2DDFOOTCNDLELPIE -2 - Project Name & Location: N SITE LIGHTING PLAN Drawing Name: ISG Project No. Type: V7.0 ER 21-25841 Drawn By: WE 0 30 60 Designed By: WE C-610 SCALE IN FEET Reviewed By: RJA Drawing No. iwn: L27 •'ligedd" Noctura Series LED WA Mount Luminaims IK Werls/Y..n Pmdun DesaripH.n 'O- — y itp Narvn• IID W,nMaM lvntxn min mhn mltlewrenn'p W ew/hHeLtaE nyn penemuxe.rov..:cya.rby.o-nuyb.]t.n,r L'm'Eel nerrer,y.Ae Hann s«wr•> - aomae{tb,tele;fleN{n/wAnwMlnnin1n11vprM,•tenW,M lawn, - Y 1 hi6,9,r1e w rnmpn. 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PAUL OFFICE 7900 INTERNATIONAL DRIVE INTERNATIONAL PLAZA, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 9®� GQLDyy H Inc. Q�� 420Fa baIult, MNN55021 ue hh 1:NSjr02M ALDI Inc. Store #: 141 OTSEGO, MN 87TH ST NE & PARRISH AVE NE OTSEGO, MN 55330 WRIGHT COUNTY Project Name & Location: SITE LIGHTING CATALOGUE PAGES Drawing Name: ISG Project No. Type: V7.0 ER 21-25841 Drawn By: MJE MJE C-620 Reviewed By: RJA SIGNAGE DESCRIPTION QUANTITY SQ. FT. PER SIGN TOTALS TOWER SIGN 2 74.9 149.8 TOTAL SIGNAGE 149.8 SIGNAGE 15 SHOWN FOR REFERENCE ONLY AND SHALL BE UNDER SEPARATE PERMIT SUBMITTAL 28-11511m F. i.0. siEK AE azo A2y YP. 19'-I1"A.F.F. I T.O. BLKG � 64 11'-TA.F.F. B.O. CAMOPY R11 ISH C North Elevation `T SCALE: !Z= V -V 2 EasBIevation SCALE: 1/8'= 1'-7' � West Elevation SCALE 1/8'= 1't7' Issued: Date: Issued Client Review 05/10/22 1 Revisions: Date:I Copyright C 2022 Noow«.reaAaa.�n.. Drawing Alteration Xeavbloftondbw h l Ipenon oder,ac&g uW 1 Becton of Tcarued NCMecI. Roferaond Fngnew. Lendreape I A, w . Swreywtodeervry lem on thio by1—tnoT /. Any i<eruee whodf the.fcv Anlb d By' dbydbfodfi or her rad radio'v_,. d -6a r—fffF By folowed by ha of Me and Mer ecdc tlarcX tion at adlerv' DO NOT SCALE PIANS pyng Prnf'ng Sofhvae w ofhe, procer....equ,od topeoduc There priilr cm rirelch w,W.* the octad pope, w by W. ereloie. rcaGg o11ke d!aweg mvy be Faccwafe. —..tAPD EP.F wilM1 myneed rw oddfwnd dmeroiwo rclv-Tcoforv. ENGINEERING ARCHITECTURE 615 Fishers Run Victor, NY 14564 585.742.7212-v—v.apd.corn MEN Inc. Divty, Division W�®0 DiviSbn City, State, Zip AMI ALDI Inc. Store #: XX Otsego, MN Parkview Avenue Otsego, MN 55330 Wright County Project Name & Location: Exterior Elevations Drawing Name: Project No. Date: 05/10/22 22-0289A Type:RHSDV7ER Drawn By: CB CEE-1 Scale:AsNotedi Drowin No. V7.0 ER PROTOTYPE - NOT FOR CONSTRUCTION DESIGNER NOTE: 1. DELETE Alc OPTIONS IF NOT USING AN UPPER FIELD MATERIAL. PREFINISHED METAL COPING PALETTE OPTIONS AUDI COLOR PALETTE KEY MATERIAL/MFG. COLOR/NO. NOTES NOTES 4. THESE IDENTIFIERS MAY NEED TO BE REVISED DEPENDING ON WHICH BRICK IS NEEDED FOR AHJ APPROVAL. A- LVER-AT G 00 &CANON THE BID SET. 6. IF BRICK SPEC CHANGES FROM BRICK USED FOR AHJ APPROVAL, COORDINATE REVISION REQUEST WITH ALDI CONSTRUCTION REPRESENTATIVE Alv-SIERRA TAN -AT BRICK MASONRY VENEER PALETTE OPTIONS (SPEC -BRICK) - BASE BID (BRICK -N) AUDI COLOR PALETTE KEY MATERIAL/MFG. Alb -AGED BRONZE -AT NICHIHA TOWERS SEE SPEC FOR ADDITIONAL INFO: NOTE AGED BRONZE IS CUSTOM COLOR PAINT LIGHT AI PREFINISHED MEAL COPING A!. -GRANITE -AT EFS A1c-GRANNIE-AT RIBBED NICHIHA IVALSPAR NSW)AGED BRONZE 8437R2398) ON POST FORMED ALUMINUM. COLOR/NO. TRADITIONAL RASE DID(RRICK'N)GARDNER Al c- ZINC -AT STANDING SEAM CONTACT THE CONCRETE PRODUCTS GROUP AT 800-789-0872 FOR ORDERING LIGHT O SPEC-8RICKCONCREIE MASONRY VENEER Ald-GRANITE -AT EFS SEE SPEC FOR ADDITIONAL INFO TRADITIONAL O BERRIDGE MANUFACTURING -CEE-LOCK LEAD -COTE Al -SILVER -AT HIGH ROOF & CANOPY FALLBACK OPTION 2: NICHIHA FIBER CEMENT PANELS AUDI COLOR PALETTE KEY MATERIAL/MFG. Ala- PETERSE14 ALUM -MUSKET GREY -AT BRICK NOTES LIGHT O NICHIHA FIBER CEMENT EXTERIOR CLADDING BASE BID (R Alb- PETERSEN ALUM - #'CEDAR 39700290 CONTACT THE CONCRETE PRODUCTS GROUP AT 80(178947672 FOR ORDERING DARK Ai PREFINISHED METAL COPING SPRAYCODE-AT NICHIHATOWERS Aic-GRANITE-ATEFS SEE SPEC FOR ADDITIONAL INFO RIBBED 'MOTHER OF PEARL' RIBSTO RUN VERTICALLY: C014TACT NICHIHA AT 7708059466 FOR ORDERING SEESPEC FOR TRIM REQUIREMENTS AND ADDITIONAL INTO Alc -GRANITE-AT RIBBED NICHIHA AUDI COLOR PALETTE KEY MATERIAI/MFG. COLOR/NO. N07ES A -ZINC-AT STANDING SEAM DRYVTT SYSTEMS. INC EXTERIOR INSULATION FINISH SYSTEM SANDPEBBLE FlI4E DPR COLOR 8104 DOVER SKY SEE SPEC FOR ADDITIONAL INFO RASE BID(RRICK'A') Ald-GRANITE -AT EFS COtNTACT THE CONCRETE PRODUCTS GROUP AT 000.7894872 FOR ORDERIIIG TRADITIONAL O SPEC -BRICK CONCRETE MASONRY VENEER -SL -AT G ROOF &CANNON SEESPEC FORADDTIIONALINFO IC. K43 Ala -AGED BRONZE -AT BRICK MASONRY VENEER PALETTE OPTIONS (QUIK-BRIK) - ALTERNATE No. 2 (BRICK'B') AUDI COLOR PALETTE Alb -AGED BRONZE- ATNICHINATOWERS SEE SPEC FOR ADDITIONAL INFO: NOTE AGED BRONZE IS CUSTOM COLOR PAINT TRADITIONAL AI PREFINISHED METAL COPING Alc-GRANITE-ATEFS Alc- GRANITE -AT RIBBED I41CHIHA IVALSPAR(SW) AGED BRONZE 8437R2398) ON POST FORMED ALUMINUM. 4 ! B 16L Alc-ZINC -AT STANDING SEAM ALTERNATE No.2 (BRICK '81 BISRMARCK BLEND w/HOLCIM "SANIDBEIGE' COINTACT ECHELOIJ MASONRY AT BW -B9943455 FOR ORDERING EIGHTO Ald-GRANITE -AT EFS GUNK-BRIK CONCRETE MASONRY VENEER DESIGNER NOTE: 1. INCORPORATE PAINT SYSTEM AND COLOR INTO MATERIAL KEYNOTES AS NEEDED. UPPER WALL FIELD PALETTE OPTIONS 1. ALDI WOULD LIKE ALL BRICK OPTIONS BID ON ALL PROJECTS. AUDI COLOR PALETTE 2. THE BRICK SPEC USED AS THE BASIS OF DESIGN FOR AHJ EXTERIOR ELEVATION APPROVAL SHALL BE CONSIDERED BRICK'A' 3. THE BID FORM HAS AN ALTERNATE FOR BRICK W AND BRICK'C' NOTES 4. THESE IDENTIFIERS MAY NEED TO BE REVISED DEPENDING ON WHICH BRICK IS NEEDED FOR AHJ APPROVAL. 5. ALL BRICK SPECS FOR THE APPLICABLE COLOR PALLET SHOULD BE LEFT IN THE BID SET. 6. IF BRICK SPEC CHANGES FROM BRICK USED FOR AHJ APPROVAL, COORDINATE REVISION REQUEST WITH ALDI CONSTRUCTION REPRESENTATIVE EXTERIOR INSULATION FINISH SYSTEM MASONRY VENEER PALETTE OPTIONS (SPEC -BRICK) - BASE BID (BRICK -N) AUDI COLOR PALETTE KEY MATERIAL/MFG. COLOR/NO. NOTES SEE SPEC FOR ADDITIONAL INFO FALLBACK OPTION 1: LOCKING METAL PANEL SYSTEM 4Wx8HX161 COLOR 8104 DOVER SKY COLOR/NO. TRADITIONAL RASE DID(RRICK'N)GARDNER BLEND w/ HOLCIM'SANDBE3E' CONTACT THE CONCRETE PRODUCTS GROUP AT 800-789-0872 FOR ORDERING LIGHT O SPEC-8RICKCONCREIE MASONRY VENEER MORTAR SEE SPEC FOR ADDITIONAL INFO TRADITIONAL O BERRIDGE MANUFACTURING -CEE-LOCK LEAD -COTE MORTAR ALT: SOLOMOII'37H DEEP BROWN' FALLBACK OPTION 2: NICHIHA FIBER CEMENT PANELS AUDI COLOR PALETTE KEY MATERIAL/MFG. 4W.BHX16L NOTES LIGHT O NICHIHA FIBER CEMENT EXTERIOR CLADDING BASE BID (R CHESAPEAKE BLEND w/ HOLCM' SMITH GRAY' CONTACT THE CONCRETE PRODUCTS GROUP AT 80(178947672 FOR ORDERING DARK O CONNC CONCRETE SPEC -BRICK RETE MASOIIRY VENEER MORTAR MORTAR ALT: SOLOMOPMX DARK SEE SPEC FOR ADDITIONAL INFO RIBBED 'MOTHER OF PEARL' RIBSTO RUN VERTICALLY: C014TACT NICHIHA AT 7708059466 FOR ORDERING SEESPEC FOR TRIM REQUIREMENTS AND ADDITIONAL INTO CHOCOLATE' AUDI COLOR PALETTE KEY MATERIAI/MFG. COLOR/NO. N07ES 4Y/x8}Rx161 DRYVTT SYSTEMS. INC EXTERIOR INSULATION FINISH SYSTEM SANDPEBBLE FlI4E DPR COLOR 8104 DOVER SKY SEE SPEC FOR ADDITIONAL INFO RASE BID(RRICK'A') SI —N BLEND w/HOLCIM "A7IAMA RED" COtNTACT THE CONCRETE PRODUCTS GROUP AT 000.7894872 FOR ORDERIIIG TRADITIONAL O SPEC -BRICK CONCRETE MASONRY VENEER MORTAR SEESPEC FORADDTIIONALINFO IC. K43 MORTAR ALT: SOLOMON 40A RED MASONRY VENEER PALETTE OPTIONS (QUIK-BRIK) - ALTERNATE No. 2 (BRICK'B') AUDI COLOR PALETTE KEY MATERIAL/MFG. COLOR/NO. NOTES STEEL 1C. B65-720 CLS OR AS SELECTED BY OWNER 4 ! B 16L ALTERNATE No.2 (BRICK '81 BISRMARCK BLEND w/HOLCIM "SANIDBEIGE' COINTACT ECHELOIJ MASONRY AT BW -B9943455 FOR ORDERING EIGHTO LATEX OVER GUNK-BRIK CONCRETE MASONRY VENEER MORTAR SEE SPEC FOR ADDITIONAL INFO PT -2D ALKALI-RESBTAIIT MORTAR ALT: SOLOMON N'37H DEEP BROW NN' 1C. K43 AS SELECTED BY OWNER EXPOSED CMU ,IftBWUl6L IC. K43 ALTERNATE No. 2(BRICK'6') MARCUS BLEND w/ HOLCIM'SMITH GRAY" CONTACT ECHELON MASONRY AT 800.899-8455 FOR ORDERING DARK O QUIK-BRIK C014CRETE MASONRY VENEER MORTAR MORTAR ALT: SOLOMON B5X DARK SEE SPEC FOR ADDITIONAL INFO 0 LATE' CHOCO16L 49l ALTERNATE No. 2(BRICK '91 PROMENADE BLEND w/HOLCIM"ATLANTA CONTACT ECHELON MASONRY AT —1-.1. FOR ORDERING TRADITIONAL O QUIK-BRIK CONCRETE MASONRY VENEER RED MORTAR SEESPEC FOR ADDITIONAL INFO I MORTAR ALT: SOLOMON 40A RED MASONRY VENEER PALETTE OPTIONS (BELDEN) - ALTERNATE No.3 (BRICK'C') AUDI COLOR PALETTE KEY MATERIAL/MEG. COLOR/NO. NOTES ALTERNATE No.3(RRICK'C') MODULAR MAYO BLE14D w/HOLCIM CONTACT THE BELDEN BRICK COMPANY AT 330-451-2031 FOR ORDERING UGIT O BELDEN BRICK DANDELION' MORTAR MORTAR ALT: SOLOMON I OX LIGHT BUFF SEESPEC FORADDMONAL114FO MODULAR EBONY BLACK BLEND W/ HOLCIM ALTERNATE No.3 (RWCK'C7 SMITH GRAY'MORTAR COINTACT THE BELDHIBRICK COMPANY AT 330-051-2031 FOR ORDERING DARK O BELDEN BRICK MORTAR ALT: SOLOMONB5X DARK SEE SPEC FOR ADDITIONAL 114FO CHOcOLATE' ALTERNATE No.3 bRICK'C') ALTERNATE TENDRICK MODULAR COMMODORE BLEND w/HOLCM COM ACT THE BELDEN BRICK COMPANY AT33D451-2031 FOR ORDERING TRADITIONAL O BELDEMORTAR "ATLANTA RED -MORTAR ALT: SOLOMON 40A RED SEESPEC FOR ADDITIONAL INFO PREFINISHED ALUMINUM SILL PALETTE OPTIONS AUDI COLOR PALETTE KEY MATERIAL/MFG. COLOR/NO. NOTES A3 -BRIGHT SILVER SEE SPEC FOR ADDITIONAL INFO: NOTE AGED BRONZE H CUSTOM COLOR PAINT ON POST EIGHT O PREFINISHED ALUM. SILL A3a- PETERSEN ALUMINUM -'AGED BRONZE FORMED ALUMINUM. DARK A3 -BR HTSLVER O PREHNISHED ALUM. SILL A3a- PEIERSEN ALUM#'CEDAR 39700290 SEE SPEC FOR ADDITIONAL INFO SPRAY CODE' TRADITIONAL A3 PREHNBHED ALUM. SILL A3- BRIGHT SILVER A3o-PETERS At -'AGED BRONZE SEE SPEC FOR ADDITIONAL INFO; NOTE AGED BRONZE B CUSTOM COLOR PAINT ON POST FORMED ALUMINUM. NICHIHA FIBER CEMENT EXTERIOR CLADDING PALETTE OPTIONS ALDI COLOR PALETTE KEY MATE REAL/ MFG. COLOR/NO. NOTES CONTACT NICHIHA AT 7708059466 FOR ORDERING. SEE SPEC FOR TRIM REQUIREMENTS LIGHT 10 NICHIHAFIBER CEMENT EXTERIOR CLADDING VIMAGEWOOD'BARK, Q AND ADDITIONAL INFO. ALL INCLUDED TRIM V, CORNER. ETC) TO MATCH FCP CONTACT 141CWHA AT 770 -805 -?466 FOR ORDERING. SEE SPEC FOR TEN REQUIREMEJ15 DARK AIO NICHIHAO FIBER CEMENT EXTERIOR CLADDING VINTAGEWOOD'CEDAR' AND ADDM074AL INFO. ALL INCLUDED TRIM rN,'J.'V. CORNER, ETC) TO MATCH FCP 'BARK ' CONTACT NTCHIHA AT 7704?059466 FOR ORDERING. SEE SPEC FOR TRIM REQUIREMENTS TRADITIONAL 10 NICHIHA FIBER CEMENT EXTERIOR CLADDING VINTAGEWOOD AND ADDITIONAL INFO. AUL INCLUDED TRIM ('H'. -1,'C. CORNER. ETC) TO MATCH FCP FIBER CEMENT PANEL BASE FLASHING ALDI COLOR PALETTE KEY MATERIAL/MFG. COLOR/NO. I NOTES SSEESPEC FOR ADDMONNAL INFO: NOTE AGED BROI IZE IS CUSTOM COLOR PAINT ON EIGHT O IICMNA FIBER CEMENT PANEL BASE FLASHING PETERSENALUMII•K1M-'AGEDBROINZE POST FORMED ALUMINUM. DARK ® NICHIHA FIBER CEMENT PANEL BASE FLASHING PETERSENALUMINUM-WCEDAR 39700290 SPRAY CODE SEE SPEC FOR ADDITIONAL INFO TRADITIONAL O NICHIHA FIBER CEMENT PANEL 8,45E FLASHING PETERSEN! ALUMINUM -'AGED BIOME SEE SPEC FOR ADDITIONAL INFO: NOTE AGED BRONZE B CUSTOM COLOR PAINT ON POST fORMED ALUMINUM. DESIGNER NOTE: 1. INCORPORATE PAINT SYSTEM AND COLOR INTO MATERIAL KEYNOTES AS NEEDED. UPPER WALL FIELD PALETTE OPTIONS EXTERIOR INSULATION FINISH SYSTEM (EIFS) AUDI COLOR PALETTE KEY MATERIAL/MFG. COLOR/NO. NOTES LIGHT ® DRYVIT SYSTEMS. INC SANDPEBBLEFINEDPR SEE SPEC FOR ADDITIONAL INFO EXTERIOR INSULATION FINISH SYSTEM COLOR 8104 DOVER SKY CAST CONCRETE DARK O DRYVIT SYSTEMS, INC SANDPEBBLE FINE DPR SEE SPEC FOR ADDITIONAL INFO FALLBACK OPTION 1: LOCKING METAL PANEL SYSTEM EXTERIOR INSULATION FINISH SYSTEM COLOR 8104 DOVER SKY COLOR/NO. TRADITIONAL O DRYVR SYSTEMS, INC ---IFS IFT)PR SEE SPEC FOR ADDITIONAL INFO DARK ® BERRIDGEMANUFACTURING-CEE-LOCK EXTERIOR INSULATl011 FlMSH SYSTEM COLOR 8612 MOONUGM TRADITIONAL DESIGNER NOTE: 1. INCORPORATE PAINT SYSTEM AND COLOR INTO MATERIAL KEYNOTES AS NEEDED. UPPER WALL FIELD PALETTE OPTIONS PAINT SYSTEM SCHEDULE PT8 SYSTEM PRIMARY OPTION: MASONRY VENEER SYSTEM AUDI COLOR PALETTE KEY MATERIAL/MFG. COLOR/NO. NOTES EIGHT ® SEEKEYNOTEA2ABOVE DARK O SEE KEYNOTE A2 ABOVE CAST CONCRETE IC. K43 TRADITIONAL ® SEE KEYNOTE A2 ABOVE FALLBACK OPTION 1: LOCKING METAL PANEL SYSTEM ALDI COLOR PALETTE KEY MATERIAL/MFG. COLOR/NO. NOTES FIGHT ® BERRIDGEMANUFACTURING-CEE-LOCK LEAD -COTE SEE SPEC FOR ADDITIONAL INFO DARK ® BERRIDGEMANUFACTURING-CEE-LOCK LEAD -COTE SEE SPEC FOR ADDITIONAL 114FO TRADITIONAL O BERRIDGE MANUFACTURING -CEE-LOCK LEAD -COTE SEE SPEC FOR ADDITIONAL INFO FALLBACK OPTION 2: NICHIHA FIBER CEMENT PANELS AUDI COLOR PALETTE KEY MATERIAL/MFG. COLOR/NO. NOTES LIGHT O NICHIHA FIBER CEMENT EXTERIOR CLADDING RIBBEJ'MOIHER OF PEARL' RIBS TO RUN VERTICALLY: CONTACT NICHIHA AT 770-835-9466 FOR ORDERING SEE SPEC FOR TRIM REQUIREMENTS AND ADDITIONAL INFO DARK O NICHIHA FIBER CEMENT EXTERIOR CLADDING RIBBED 'MOTHER OF PEARL' RIBS TO RUN VERTICALLY: CONTACT NICHIHA AT 7708059466 FOR ORDERING SEE SPEC FOR TRIM REQUIREMENTS AND ADDMO14AL It IFO TRADITIONAL O NICHIHA FIBER CEMENT EXTERIOR CLADDIIIG RIBBED 'MOTHER OF PEARL' RIBSTO RUN VERTICALLY: C014TACT NICHIHA AT 7708059466 FOR ORDERING SEESPEC FOR TRIM REQUIREMENTS AND ADDITIONAL INTO FALLBACK OPTION 3: EXTERIOR INSULATION FINISH SYSTEM (EIFS) AUDI COLOR PALETTE KEY MATERIAI/MFG. COLOR/NO. N07ES LIGHTO DRYVTT SYSTEMS. INC EXTERIOR INSULATION FINISH SYSTEM SANDPEBBLE FlI4E DPR COLOR 8104 DOVER SKY SEE SPEC FOR ADDITIONAL INFO DARK ® DRYVIT SYSTEMS. INC EXTERIOR INSULATION FINISH SYSTEM SANOPEBBLE FINE DPR COLOR 8104 DOVER SKY SEE SPEC FOR ADDITIOtNALINFO TRADITIONAL O DRYVIT SYSTEMS. INC EXTERIOR INSULATIOPI FINISH SYSTEM SA14DFEBBLE FINE DPR COLOR 8612 MOONLIGHT SEE SPEC FOR ADDITIONAL INFO DESIGNER NOTE: 1. INCORPORATE PAINT SYSTEM AND COLOR INTO MATERIAL KEYNOTES AS NEEDED. EXTERIOR PAINT SYSTEM SCHEDULE PT8 SYSTEM SUBSTRATE SYSTEM COLOR REMARKS iC. PRVMER A24W&100 PT -15 LATEX SATIN CAST CONCRETE IC. K43 AS SELECTED BY OWNER EXPOSED FOUNDATION WALLS WHERE NOTED C. K43 IC. PRIMER A2W2D0 DUMPSTER INTERIOR ENCLOSURE WALLS ONLY WHEN PT -16 URETHANEGLOSS CONCRETEBLOCK 1C. 646-100 AS SELECTED BY OWNER SHOWN OR REQUIRED BY CONSTRUCTION MANAGER 1C. B65-720 EXBTIING EFS, PRIMER 82BW2600 ONLY WHEN SHOWN OR REQUIRED BY PT -17 LATEX SATIN /STUCCO 1C. B2D-260D AS SELECTED BY OWNER CONSTRUCTION MANAGER 1 C. 1320-2600 1C. PRIMER B24WB04 DUMPSTER ENCLOSURE ROOF FRAMING WHERE PT -18 LATEX SATIN P.T. WOOD IC. K43 AS SELECTED BY OWNER SHOWN OR REQUIRED BY CONSTRUCTION MANAGER IC. K43 IC. PRIMER 646-100 LINTELS, RAILINGS, GATE FRAMES, CART GUIDES, PT -19 LATEX GLOSS STEEL 1C. B65-720 CLS OR AS SELECTED BY OWNER BOLLARDS, OVERHEAD DOOR FRAMES, MBC. IC. B65-720 EXPOSED STEEL LATEX OVER IC. PRIMER A24W2DD PT -2D ALKALI-RESBTAIIT CMU 1C. K43 AS SELECTED BY OWNER EXPOSED CMU PRIMERSYSTEM IC. K43 DESIGNER NOTE: 1. SELECTION OF COLOR PALETTE BY ALDI DIRECTOR. 2. UPPER WALL OPTIONS CAN BE INTERCHANGED BETWEEN COLOR PALETTES AS AUTHORIZED BY THE ALDI DIRECTOR 3. REPLACE EXTERIOR FINISH SCHEDULE ROWS TO THE LEFT WITH DESIRED OPTION. 4. THIS SHEET IS FOR REFERENCE ONLY AND SHOULD NOT BE PART OF A PERMIT SET. Dravring Alteration It i a roMun olbx for ary penon rodeo «f,q abler Lha W ecfunol lcerued Nch3e<L Rple,igM Enpneei. lwMuape way. Irl kwne1enM filen lhbtlxtwneNb etaNn de Wbxto aif.� h', or Mr,edwdfo add Rte rwtoY -Nlered By'lolo'xetl by Fu of neN,aaawe ma tne,pecme de,wcnon of the dMd'on w,ersNon Copyny Pinfne SolFxwe arM ower q«ever �eµnetl b goduce mese prnb can rnefcn w rr++:dr ow «Mipoper w brow. iheretoie, i . DT III doxbpmor be Yw rote. tont«t APD ELA n:M ort! need I. oddtonal dmercb. or cb�afpm. Date: A I Issued for Use / Reference 1 08/29/22 1 Revisions: Date:I rR 1— OR RaiOVAl10N ACIIVRI6. They we -1 ,LD1a 1fhei d.rIp led derign Profenlond+on AUDI hen c PprriQ the req,Aed prole,ironel Nfondod at errriNied by Ivx. me d.0,'O.Woml may Hteg Ibr p NbWf.xnte<HCcd,vbmIdh Thedd Ib re,poruAle lw peepar'eg a,dxrvild"n <wdance 4cdNp bxs, bvMng code, andbed,Ra <ondtiorv. IM. qa f R..cddesign veto becowdiwlad fh Obectw of Red filate. T.— corl, rwnae1I— the,heldeLgn rhodd be made alter apgovd Irom �� LadD[ Inc. Division Address �I(�Q Division City, Division State, Vp P I JAS L ALDI Inc. Store #: XX Project Name Project Address Project Town, State, Zip Project County Project Name & Location: Exterior Elevation Material Schedule Drawing Name: Project No. Date: Date Proj. No. Type: RHSDV7ER Scale: As Noted I Drawing No. NOTES: 1. THIS DRAWINGISFOR GENERAL FIXTURING LAYOUT AND REFERENCETO EOUIPIAEIJT ONLY. ALL INFORtAATION IS FOR ALDI OPERATIONAL USE ONLY AND SHALL NOT BE USED FOR CONSTRUCTKJN OR BIDD114G PURPOSES. 2. ALL DIMENSIONS TO WALLS ARE TO FACE OF SND UNLESS NOTED OTHERWISE. 3. THIS FACILITY DOES NOT CONTAIN A BAKERY, A BUTCHER. A DELI OR FISH COUNTER. 4. ALL FOOD IS PREPACKAGED. THERE is 110 ON SITE FOOD PREPARATION. 5. GONDOLA LOCATIONS ARE MEASURED FROM THE FACE OF THE STAINLESS STEEL PRICE TAG MOLDING (SSPTM). 8onr Issued: Date: Issued Client Review05/� 1 I Revisions: Date:I Copyright C 2022 aaom«�oarroa,.<w. Drawing Alferafion XE aviokfion of len for—fR 1—Wen—"-111e Artl icerueenho dlen Ihi dac�menl u cern her red and to add the rotation' PJteied By onafwe andihe roaci�c dercriot'wn of the d DO NOT SCALE PIANS :� Pmf'vg Solhvuo arW other pocener re Ihere arNv can elrelch or rh'N: the achAw n - zJAIVI-11 ENGINEERING ARCHITECTURE 615 Fishers RunVwcwto 585.742.2222 jY 14564 G° UN Inc. Division Address Qll pp Q Divison City, Division Stote, Tp µrxJ i�r%iiACxavT ALDI Inc. Store #: XX Otsego, MN Parkview Avenue Otsego, MN 55330 Wright County Project Name & Location: Operations Plan Drawing Name: Project No. Date: 05/10/22 22-0289A Type:RHSDV7ER Drawn By: CB CFP -1 Scale: As Noted Drowinq No.