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Panera (Civil&Arch Submittal Set) 12-1-17 EngineeringAssociates, Inc.SITE DEVELOPMENT PLANS2025 Centre Pointe Blvd., Suite 210Mendota Heights, MN 55120Ph: (651) 452-8960(651) 452-114930072CS30072PANERA BREAD531 W. 79th STREETCHANHASSEN, MNC0REV-0Arkansas * California * Minnesota * Pennsylvania * TexasGENERAL NOTES:PLAN INDEX:APPROVED DATEA.TOPOGRAPHIC BOUNDARY SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION,EXISTING UTILITIES, SITE TOPOGRAPHY WITH SPOT ELEVATIONS, OUTSTANDING PHYSICALFEATURES AND EXISTING STRUCTURE LOCATIONS WAS PROVIDED BY THE FOLLOWINGCOMPANY, AS A CONTRACTOR TO THE SELLER/OWNER:TOPOGRAPHY: CORNERSTONE LAND SURVEYING, INC6750 STILLWATER BLVD N., SUITE #1STILLWATER, MN 55082PHONE: 651-275-8969CEI ENGINEERING AND ITS ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACYOF THE SURVEY OR FOR DESIGN ERRORS OR OMISSIONS RESULTING FROM SURVEYINACCURACIES.B.ALL PHASES OF SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE OWNER /DEVELOPER SITE WORK SPECIFICATIONS.C.CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING STRUCTURES, RELATEDUTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTINGIMPROVEMENTS AS NOTED. SEE SITE WORK SPECIFICATIONS.D.CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALSRESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE INACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCHOPERATIONS.E.THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALLPRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURINGTHE CONSTRUCTION PHASES OF THIS PROJECT.F.WARRANTY/DISCLAIMER: THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCEWITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USESINTENDED BY THE OWNER AT THIS TIME. HOWEVER, NEITHER THE ENGINEER NOR ITSPERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT INTHE SPECIFIC CASES WHERE THE ENGINEER INSPECTS AND CONTROLS THE PHYSICALCONSTRUCTION ON A CONTEMPORANEOUS BASIS AT THE SITE.G.SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTEDCONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELYRESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS ANDPROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLYCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. ANY CONSTRUCTIONOBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TOINCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON ORNEAR THE CONSTRUCTION SITE.H.ALL CONSTRUCTION IN STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY SHALL BECOORDINATED WITH THE HIGHWAY DEPARTMENT RESIDENT ENGINEER.I.WETLANDS NOTE: ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S.CORPS OF ENGINEERS DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE AND FEDERALAPPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS AND/ORRESTRICTIONS AND ANY VIOLATION WILL BE SUBJECT TO FEDERAL PENALTY. THECONTRACTOR SHALL HOLD THE OWNER/DEVELOPER, THE ENGINEER AND THE LOCALGOVERNING AGENCIES HARMLESS AGAINST SUCH VIOLATION.J.RESIDENT ENGINEERING SERVICES: WHEN REQUESTED BY THE OWNER, RESIDENTENGINEERING SERVICES SHALL BE PROVIDED BY THE ENGINEERS (ON A TIME AND FREQUENCYBASIS) ACCEPTABLE TO THE CITY ENGINEER FOR IMPROVEMENTS TO PUBLIC WATER MAINS,PUBLIC SEWER, AND CITY STREETS. AT THE COMPLETION OF CONSTRUCTION, THE ENGINEERSHALL CERTIFY THE CONSTRUCTION TO BE IN COMPLIANCE WITH THE PLANS ANDSPECIFICATIONS. THIS WORK WILL BE AT THE OWNER/DEVELOPER'S DIRECT EXPENSE ANDSHALL BE COORDINATED WITH CEI ENGINEERING ASSOCIATES, INC. IT WILL BE THECONTRACTOR'S RESPONSIBILITY TO NOTIFY THE RESIDENT ENGINEER OF ANYPRECONSTRUCTION / CONSTRUCTION CONFERENCES AND ANY PUBLIC CONSTRUCTION 24HOURS PRIOR TO SAID ACTION.C0COVER SHEETC1DEMOLITION PLANC2SITE PLANC3GRADING PLANC4EROSION CONTROL PLANC5EROSION CONTROL NOTES 1C6EROSION CONTROL NOTES 2C7UTILITY PLANC8LANDSCAPE PLANC9DETAIL SHEET 1C10DETAIL SHEET 2C11DETAIL SHEET 3CITY OF CHANHASSENDEVELOPER:PANERA, LLC3630 SOUTH GEYER ROAD, SUITE 100ST. LOUIS, MO 63127PHONE: 314-984-2609BRIAN BARNARDSR. DEVELOPMENT PROJECT MANAGERCIVIL ENGINEER:CEI ENGINEERING ASSOCIATES, INC.2025 CENTRE POINTE BLVD,SUITE 210MENDOTA HEIGHTS, MN 55120PHONE: 651 452-8960ALAN CATCHPOOL, PE, CPESCSITEFLOOD CERTIFICATION:THIS PROPERTY LIES WITHIN THE UNSHADDED ZONE C, AREAS OF MINIMAL FLOODING, AS SHOWNBY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP FOR THE CITYOF CHANHASSEN, MINNESOTA, COMMUNITY PANEL NUMBER 270051 0005 BEFFECTIVE DATE: JULY 2, 1979RESOURCE LIST:ENGINEERING/TRAFFIC/WATERCITY OF CHANHASSENSTEPHANIE SMITH, PE7700 MARKET BLVDCHANHASSEN, MN 55317952-227-1165sbsmith@ci.chanhassen.mn.usENGINEERING/STORMWATERCITY OF CHANHASSENVANESSA STRONG7700 MARKET BLVDCHANHASSEN, MN 55317952-227-1168vstrong@ci.chanhassen.mn.usPLANNING/ ZONINGCITY OF CHANHASSENKATE AANENSON (CDD)7700 MARKET BLVDCHANHASSEN, MN 55317952-227-1139kaaneson@ci.chanhassen.mn.usPLANNING DEPARTMENTCITY OF CHANHASSENROBERT GENEROUS (SR. PLANNER)7700 MARKET BLVDCHANHASSEN, MN 55317952-227-1131bgenerous@ci.chanhassen.mn.usWATERSHEDRILEY PURGATORY BLUFF CREEKCLAIRE BLESER14500 MARTIN DRIVE, SUITE 1500EDEN PRAIRIE, MN 55344952-607-6512cbleser@rpbcwd.orgRILEY PURGATORY BLUFFCREEK WATERSHEDARCHITECT:ARCVISION, INC.1950 CRAIG ROAD, SUITE 300ST. LOUIS, MO 63146PHONE: 314-415-2325MATTHEW HINCHCLIFFEMHINCHCLIFFE@ARCV.COMSOILS MAPNot to ScaleFLOOD MAPNot to ScaleVICINITY MAPNot to ScaleTHIS PROPERTY LIES WITHIN THE UNSHADDED ZONE C, AS SHOWN BY THE FIRMCOMMUNITY PANEL NUMBER 270051 0005 B EFFECTIVE DATE: JULY 2, 1979COLSKBSITE 12"14"18"15"24"15"10"18"SP10"SP8"SP8"SP8"12"18"8"8"10"18"15"4"Z A M O R A D D I T I O NBLOCK 132WEST 79TH STREET(PUBLIC BITUMINOUS STREET)SSSSSSSSWATERWATERWATERWATERSSSSSSSSSSSSSSSSWATERWATERWATERWATERWATERWATERSS10" CIP (PER PLAN)6" PVC(PER PLAN)?" RCP (CAN'T SEE)UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGEGASUGEUGEUGEUGEUGEUGEUGESIGNPROJ. BM #1TNH = 851.71CBRIM=948.2INV=944.7CBRIM=947.0FL=946.8INV=943.918" RCPCBRIM=947.0INV=943.0CBRIM=947.5INV=944.5(SNOW PACKED)CBRIM=947.5INV=944.4(SNOW PACKED)CBRIM=947.8INV=943.8(SNOW PACKED)FESINV=945.6SIGN TOP=967.7SIGNCBRIM=949 .2INV=945.4CBRIM=949.1INV=945.6 1.0 27.31.91.14.826.85.11.126.82.21.226.85.01.22.226.62.41.28.86.96.18.64.26.11.844.62.00.611.11.90.645.72.00.64.423.04.10.62.056.02.00.71.527.21.41.155.01.0 1.127.2 5.012.9 3.728.7 1.71.0 4.250.8 10.11.0 3.310.0 3.31.03.132.3 2.58.610.90.45.41.15.026.65.12.21.154.72.31.227.21.91.14.712.94.74.91.012.85.11.155.31.01.90.22.5EXISTING BUILDING?" RCP (CAN'T SEE)BITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE WALKCONCRETE WALKCONCRETE WALKCONCRETE WALKCONCRETE WALKCONCRETE WALKCONC.WALKEXISTING BUILDINGSIGN TOP=954.1UG TELEPHONE (PER F IELD MARK INGS)UG ELECTRIC (PER FIELD MARKINGS)GATEUG FIBER (PER FIELD MARKINGS)UG ELECTRIC (PER FIELD MARKINGS)FENCEFENCE19.917.217.815.619.15.12.32.3LANDSCAPINGLANDSCAPINGLANDSCAPINGLANDSCAPINGLANDSCAPINGLANDSCAPINGLANDSCAPINGLANDSCAPINGLANDSCAPINGLANDSCAPING10" CIP (PER PLAN)MINNESOTA DEPARTMENT OF TRANSPORTATIONRIGHT OF WAY PLAT NO. 10-3PARCEL 208ATPTPTPCOEMEP GMGM15.4SHEDBLDG TOP= 975.5FLOOR ELEV =949.5BLDG TOP= 975.5FLOOR ELEV=947.6STATE HIGHWAY 5F R O N T I E R D E V E L O P M E N TP A R KLFOOTPRINT = 15,881 SQ. FT.DRAINRIM=949.3INV=948.2DRAINRIM=948.76" PVC=947.4DRAINRIM=950.3INV=949.2DRAINRIM=951.0INV=950.0DRAINRIM=948.76" PVC=947.3CBRIM=948.4DRAINRIM=948.26" PVC=947.1CBRIM=948.4DRAINRIM=948.2DRAINRIM=948.1INV=947.0DRAINRIM=948.0INV=946.9DRAINRIM=948.1INV=947.018" CBRIM=948.6INV S =946.9INV NW=846.6INV E = 846.18" PVC10" PVC8" PVCDRAINRIM=948.3INV=947.218" RCP F.E.S.INV=945.718" CBRIM=948.9INV=944.5CBRIM=948.7TRENCH DRAINTRENCH DRAIN(COVERED W/ GRATE)TRENCH DRAIN(COVERED W/ GRATE)GRATED18AEXISTING BUILDINGAND RELATEDSTRUCTURES18AEXISTING BUILDINGAND RELATEDSTRUCTURES18ACONCRETESIDEWALK18ACONCRETESIDEWALK18ACONCRETESIDEWALK18ADUMPSTERENCLOSURE18ASTORAGEBUILDING18ATREE18ALANDSCAPING18ALANDSCAPINGAND TREES18ATREE18ACURB ANDGUTTER18ALANDSCAPEISLAND18ALIGHTPOLE18ATREE18ALIGHTPOLE18ALIGHTPOLE18ACURB ANDGUTTER18ASTRIPING18ASTRIPING18ASTRIPING18ASTRIPING18AASPHALTPAVEMENT18AASPHALTPAVEMENT18AFIREHYDRANT19AASPHALTPAVEMENT51D19AASPHALTPAVEMENT51D18APYLONSIGN19ACURB ANDGUTTER51D19ACURB ANDGUTTER18ASIGN19AUNDERGROUNDUTILITY LINES51D19AUNDERGROUNDUTILITY LINES51D18AELECTRICTRANSFORMERCAUTION:UNDERGROUNDUTILITIESCAUTION:UNDERGROUNDUTILITIES19ATRENCHDRAIN51D51B51B51B18ATREE18ATREE18ATREE19ATREE19ASTORMPIPE51D19ATRENCHDRAIN51D19ACATCHBASINS51D19ACATCHBASINS51D19ATRENCHDRAIN51D51D51D19ACURB ANDGUTTER51D19ACURB ANDGUTTER19ACATCHBASINS51D51B19AFLARED ENDSECTION51D19ACONCRETESIDEWALK51D19AUNDERGROUNDUTILITIES51DCAUTION:UNDERGROUNDUTILITIES18AGASMETER18AGRAVELDRIVE19ATREES19ATREES19ATREES19ATREE50H50H50H50H50HINITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C1REV-011/30/17DEMOLITION PLAN(651) 452-1149PH: (651) 452-8960MENDOTA HEIGHTS, MN 551202025 CENTRE POINTE BLVD., SUITE 210PATPATALCALC11/29/1730072531 W. 79TH STREETMNCHANHASSEN,PANERA BREAD020'30'40'SCALE IN FEETSITE BENCHMARKELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOTGEODETIC WEBSITE. SURVEY DISK 1002 W WITH AN ELEVATION OF 954.9WAS USED TO ESTABLISH VERTICAL CONTROL.(BM#1: TOP NUT OF FIRE HYDRANT. ELEVATION=851.71)Know what'sbelow.Callbefore you dig.EXISTING LEGENDUGEFOCOHEGASUGTUGTVWATERSSXXUNDERGROUND ELECTRICUNDERGROUND CABLE TVUNDERGROUND FIBER OPTICUNDERGROUND TELEPHONEOVERHEAD UTILITYUNDERGROUND GASSANITARY SEWERSTORM SEWERWATERMAINFENCECURB [TYPICAL]CONTOURSFOUND MONUMENTSET 1/2" IRON PIPEMARKED RLS NO. 25718CABLE TV PEDESTALAIR CONDITIONERELECTRIC MANHOLEELECTRIC METERELECTRIC PEDESTALELECTRIC TRANSFORMERLIGHT POLEGUY WIREPOWER POLEGAS MANHOLEGAS METERTELEPHONE MANHOLETELEPHONE PEDESTALSANITARY CLEANOUTSANITARY MANHOLECATCH BASINSTORM DRAINFLARED END SECTIONSTORM MANHOLEFIRE DEPT. CONNECTIONHYDRANTCURB STOPWATER WELLWATER MANHOLEWATER METERPOST INDICATOR VALVEWATER VALVEBOLLARDFLAG POLEMAIL BOXTRAFFIC SIGNUNKNOWN MANHOLESOIL BORINGSPOT ELEVATIONTRAFFIC SIGNALCONIFEROUS TREEDECIDUOUS TREE948GENERAL DEMOLITION NOTESA.THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE "OWNERS STANDARD SITE WORK SPECIFICATIONS".B.CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE EXISTING STRUCTURES, RELATED UTILITIES, PAVING,UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. SEE SITE WORKSPECIFICATIONS.C.CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROMPREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATEAND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS.D.THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENTPROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELYRESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASESOF THIS PROJECT.E.ENGINEER'S NOTICE TO CONTRACTORTHE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES ASSHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATIONTO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TORELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.DEMOLITION NOTES18AEXISTING TO BE REMOVED.18BEXISTING TO BE RELOCATED.19AEXISTING TO REMAIN.51BLIMITS OF SAWCUT AND PAVEMENT REMOVAL51DPROTECT EXISTING STRUCTURES AND/OR PIPES DURING DEMOLITION ANDCONSTRUCTION PHASES.DEMOLITION DETAILS50HTREE PROTECTION THRU DRIVEPANERABREADF.F.E.= 949.60"NO PARKING""NO PARKING"12"14"18"15"24"10"18"SP10"SP8"SP8"SP8"12"Z A M O R A D D I T I O NBLOCK 132WEST 79TH STREET(PUBLIC BITUMINOUS STREET)SSSSSSSSWATERWATERWATERWATERSSSSSSSSSSSSSSSSWATERWATERWATERWATERWATERWATERSS10" CIP (PER PLAN)6" PVC(PER PLAN)?" RCP (CAN'T SEE)UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGEGASUGEUGEUGEUGEUGEUGEUGEPROJ. BM #1TNH = 851.71CBRIM=948.2INV=944.7CBRIM=947.0FL=946.8INV=943.918" RCPCBRIM=947.0INV=943.0CBRIM=947.5INV=944.5(SNOW PACKED)CBRIM=947.5INV=944.4(SNOW PACKED)CBRIM=947.8INV=943.8(SNOW PACKED)FESINV=945.6CBRIM=949 .2INV=945.4CBRIM=949.1INV=945.6?" RCP (CAN'T SEE)BITUMINOUS SURFACECONCRETE WALKCONCRETE WALKCONC.WALKUG TELEPHONE (PER F IELD MARK INGS)UG ELECTRIC (PER FIELD MARKINGS)UG FIBER (PER FIELD MARKINGS)UG ELECTRIC (PER FIELD MARKINGS)10" CIP (PER PLAN)DRAINAGE AND UTILITY EASEMENT PER ZAMOR ADDITION AND PERDRAINAGE AND UTILITY EASEMENT PER AND FRONTIER DEVELOPMENT PARKAPPROX. LOCATION PROTECTED DRIVE PER SITE PLAN SKETCH IN DOC. NO. 633291PER STORM/DRAINAGE EASEMENT PER BK 126 DEEDS PG 3-4771010MINNESOTA DEPARTMENT OF TRANSPORTATIONRIGHT OF WAY PLAT NO. 10-3PARCEL 208AACCESS RESTRICTION PER DOC. NOS.157032 AND 122284 (MNDOT ROW PLAT)TPTPTPSTATE HIGHWAY 5F R O N T I E R D E V E L O P M E N TP A R KLDRAINRIM=949.3INV=948.2DRAINRIM=948.76" PVC=947.4DRAINRIM=950.3INV=949.2DRAINRIM=951.0INV=950.0DRAINRIM=948.76" PVC=947.3CBRIM=948.4DRAINRIM=948.26" PVC=947.1CBRIM=948.4DRAINRIM=948.2DRAINRIM=948.1INV=947.0DRAINRIM=948.0INV=946.9DRAINRIM=948.1INV=947.018" CBRIM=948.6INV S =946.9INV NW=846.6INV E = 846.18" PVC10" PVC8" PVCDRAINRIM=948.3INV=947.218" RCP F.E.S.INV=945.718" CBRIM=948.9INV=944.5CBRIM=948.7TRENCH DRAINTRENCH DRAIN(COVERED W/ GRATE)TRENCH DRAIN(COVERED W/ GRATE)GRATED18881731.14'12.64'7'18'26'18'5'13.01'26'18'18'10'12'9'TYP9'TYP12'85.94'96.32'25.88' 9' TYP 9' TYP 7.33'12'5'26'143.76'73.06'63.3'R30'R15'R5'R8'R10'R45'R32'R5'R10'R20'R20'R32'R37'R2.5'R5'R2.5'R63'R3'R20'5'21.5'36'02E02B12A78 LF12F215 SF12D162 SF9'8'9'12F60 SF21A70A70B70C70D70F70E70G70H5'03D03D03D5'6'16.48'20' 12.26'09S3326.52'08B08C08B08A08B08B08A08A08A08C08C09U23'70E03M70E70E5'08A08A26'2'8.96'20'3.8'2'14.63'20'5' 5' 5'6.4'9.92'03D70E15.44'16E5'21A11N11N11N08A08B08B01A01A01A01A10A10A10A25' BUILDING SETBACK25' BUILDING SETBACK10' BUILDING SETBACK 10' BUILDING SETBACK70J(TYP)R10'8'9'05A2R50'INITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C2REV-011/30/17SITE PLAN(651) 452-1149PH: (651) 452-8960MENDOTA HEIGHTS, MN 551202025 CENTRE POINTE BLVD., SUITE 210PATPATALCALC11/29/1730072531 W. 79TH STREETMNCHANHASSEN,PANERA BREAD020'30'40'SCALE IN FEETPROPOSED#GENERAL SITE NOTESA. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.B. ALL CURB RETURN RADII SHALL BE 3' OR 10', AS SHOWN TYPICAL ON THIS PLAN, UNLESS OTHERWISE NOTED.C. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: ALL CURB ANDGUTTER ADJACENT TO ASPHALT PAVING SHALL BE INSTALLED PER DETAIL 01A. PAVEMENT SHALL BE INSTALLED INACCORDANCE WITH THE PLAN. ALL PARKING LOT STRIPING INCLUDING ACCESSIBLE AND VAN ACCESSIBLE SPACESSHALL BE PAINTED PER THE PLAN.D. ALL PARKING LOT SIGN BASE SUPPORTS SHALL BE INSTALLED PER DETAIL 12F.E. ALL ACCESSIBLE PARKING STALLS SHALL HAVE SIGNAGE INSTALLED PER DETAIL 09S.F.THE PAVING CONTRACTOR SHALL COORDINATE WITH THE LANDSCAPE AND IRRIGATION CONTRACTORS TO ENSUREALL SLEEVING IS INSTALLED PRIOR TO PAVING.G.ALL PAVING, SUBGRADE PREPERATION AND EARTHWORK OPERATIONS SHALL CONFORM TO THERECOMMENDATIONS IN THE GEOTECHNICAL REPORT PROVIDED BY BRAUN INTERTEC CORPORATION. PROJECTNUMBER B1702295 DATED JUNE 22, 2017.LIMITS OF SIDEWALKS AND CONCRETE APRONS (PERARCH. PLANS)CONCRETE CURB AND GUTTER. SEE DETAIL 01A.PROPERTY LINE/RIGHT OF WAY LINEBUILDING CONTROL POINTPROPOSED PARKING SPACESSITE BENCHMARKELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOTGEODETIC WEBSITE. SURVEY DISK 1002 W WITH AN ELEVATION OF 954.9WAS USED TO ESTABLISH VERTICAL CONTROL.(BM#1: TOP NUT OF FIRE HYDRANT. ELEVATION=851.71)Know what'sbelow.Callbefore you dig.NOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.EXISTING LEGENDUGEFOCOHEGASUGTUGTVWATERSSXXUNDERGROUND ELECTRICUNDERGROUND CABLE TVUNDERGROUND FIBER OPTICUNDERGROUND TELEPHONEOVERHEAD UTILITYUNDERGROUND GASSANITARY SEWERSTORM SEWERWATERMAINFENCECURB [TYPICAL]CONTOURSFOUND MONUMENTSET 1/2" IRON PIPEMARKED RLS NO. 25718CABLE TV PEDESTALAIR CONDITIONERELECTRIC MANHOLEELECTRIC METERELECTRIC PEDESTALELECTRIC TRANSFORMERLIGHT POLEGUY WIREPOWER POLEGAS MANHOLEGAS METERTELEPHONE MANHOLETELEPHONE PEDESTALSANITARY CLEANOUTSANITARY MANHOLECATCH BASINSTORM DRAINFLARED END SECTIONSTORM MANHOLEFIRE DEPT. CONNECTIONHYDRANTCURB STOPWATER WELLWATER MANHOLEWATER METERPOST INDICATOR VALVEWATER VALVEBOLLARDFLAG POLEMAIL BOXTRAFFIC SIGNUNKNOWN MANHOLESOIL BORINGSPOT ELEVATIONTRAFFIC SIGNALCONIFEROUS TREEDECIDUOUS TREE948SITE DETAILS01ATYPE A CONCRETE CURB AND GUTTER03DCONCRETE SIDEWALK03MWHEELCHAIR RAMP IN SIDEWALK05AGUARD POST08ASTANDARD DUTY ASPHALT PAVING08BHEAVY DUTY ASPHALT PAVING08CHEAVY DUTY CONCRETE PAVING09SACCESSIBLE / VAN ACCESSIBLE PARKING SIGN09UACCESSIBLE PARKING SYMBOL10ATRAFFIC FLOW ARROW11NPEDESTRIAN CROSSING SIGN70EWHEELCHAIR RAMP IN SIDEWALK WITH SIDE CURB.SITE NOTES02BTRANSFORMER PAD (PER ELEC. CO. AND/OR ARCH. PLANS).02ETRASH DUMPSTER ENCLOSURE (PER ARCH. PLANS).12A4 INCH TRAFFIC YELLOW LANE STRIPE (SEE LENGTH INDICATED AT SYMBOL).12D4 INCH WIDE PAINTED YELLOW STRIPES. 2.0 FOOT O.C. @ 45 DEGREES (SEE SIZEINDICATED AT SYMBOL).12FPEDESTRIAN CROSSING-4 INCH WIDE PAINTED YELLOW STRIPES. 2.0 FOOT O.C. @ 45DEGREES (SEE SIZE INDICATED AT SYMBOL).16EMONUMENT SIGN (PER ARCH. PLANS).21ATAPER CURB TO MATCH EXISTING CURB.21BTAPER CURB FROM 6 INCHES TO 0 INCHES OVER 2 FEET.70AMENU BOARD (PER ARCH. PLANS).70BMENU CANOPY (PER ARCH. PLANS).70CPREVIEW BOARD (PER ARCH. PLANS).70DCLEARANCE BAR (PER ARCH. PLANS).70EDRIVE-THRU SIGN (PER ARCH. PLANS).70FDRIVE-THRU PAVEMENT MARKING (PER ARCH. PLANS).70GDETECTOR LOOP (PER ARCH. PLANS).70HRAPID PICK-UP SIGN (PER ARCH. PLANS).70JLIGHT POLE (PER ARCH. PLANS).SITE DATAOVERALL DATA AREA63,153 S.F.1.45 ACEXISTING IMPERVIOUS AREA44,225 S.F.70.03 %EXISTING PERVIOUS AREA18,928 S.F.29.97 %PROPOSED BUILDING AREA4,486 S.F.7.10 %PARKING LOT AREA36,146 S.F.57.24%TOTAL IMPERVIOUS AREA40,632 S.F.64.34 %PROPOSED PERVIOUS AREA22,521 S.F.35.66 %ALLOWABLE IMPERVIOUS COVER65%ZONING:BH (HIGHWAYBUSINESSDISTRICT)PARKINGREQUIREDPROVIDED9'x18' STALLS - 1 SPACE/80 SF5648HANDICAP STALLS33TOTAL PARKING5651BLDG. HEIGHT50' MAXBLDG. SPECIFIC USESBAKERY/RESAURANT PANERABREADF.F.E.= 949.6012"14"18"15"24"10"18"SP10"SP8"SP8"SP8"12"Z A M O R A D D I T I O NBLOCK 13WEST 79TH STREET(PUBLIC BITUMINOUS STREET)SSSSSSSSWATERWATERWATERWATERSSSSSSSSSSSSSSSSWATERWATERWATERWATERWATERWATERSS10" CIP (PER PLAN)6" PVC(PER PLAN)?" RCP (CAN'T SEE)UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGEGASUGEUGEUGEUGEUGEUGEUGE948948950949 950951950949949949949949949948947946945944943 PROJ. BM #1TNH = 851.71CBRIM=948.2INV=944.7CBRIM=947.0FL=946.8INV=943.918" RCPCBRIM=947.0INV=943.0CBRIM=947.5INV=944.5(SNOW PACKED)CBRIM=947.5INV=944.4(SNOW PACKED)CBRIM=947.8INV=943.8(SNOW PACKED)FESINV=945.6947948948948948948947948948948949951CBRIM=949 .2INV=945.4CBRIM=949.1INV=945.6947?" RCP (CAN'T SEE)BITUMINOUS SURFACECONCRETE WALKCONCRETE WALKCONC.WALKUG TELEPHONE (PER F IELD MARK INGS)UG ELECTRIC (PER FIELD MARKINGS)ICE ELEVATION 3/13/17= 942.0UG FIBER (PER FIELD MARKINGS)UG ELECTRIC (PER FIELD MARKINGS)949949949949 10" CIP (PER PLAN)MINNESOTA DEPARTMENT OF TRANSPORTATIONRIGHT OF WAY PLAT NO. 10-3PARCEL 208ATPTPTPSTATE HIGHWAY 5F R O N T I E R D E V E L O P M E N TP A R KLDRAINRIM=949.3INV=948.2DRAINRIM=948.76" PVC=947.4DRAINRIM=950.3INV=949.2DRAINRIM=951.0INV=950.0DRAINRIM=948.76" PVC=947.3CBRIM=948.4DRAINRIM=948.26" PVC=947.1CBRIM=948.4DRAINRIM=948.2DRAINRIM=948.1INV=947.0DRAINRIM=948.0INV=946.9DRAINRIM=948.1INV=947.018" CBRIM=948.6INV S =946.9INV NW=846.6INV E = 846.18" PVC10" PVC8" PVCDRAINRIM=948.3INV=947.218" RCP F.E.S.INV=945.718" CBRIM=948.9INV=944.5CBRIM=948.7TRENCH DRAINTRENCH DRAIN948 949 949949950950951(COVERED W/ GRATE)TRENCH DRAIN(COVERED W/ GRATE)GRATED17±LF 15"PVC @ 1.1%1.0%1.1%0.9%1.9% 1.8 % 2. 8 %2.0%1.0% 1.0% 1.2%1.8%2.5%1.0%1.9%1.5%1.9%1.7%1.8%7.2%1.0%1.3%1. 5 %1.0%2.2% 2.2%1.5% 1.5% 1.0%1.8%2.0%1.5%1.5%1.5%10.4%2.8%8.3%17.3%10.6%6.1%1.3 % 2.1%1.1%1.0%1.2%1.6%3.0:13.3:12.9%4.1%1.0%1.0%1. 4 %1.4%1.3%1.9%1.5%1.5%8.3%4.3%1.0%1.0%1.0% 1.2% 1.0%1.4%1.0%3.0:1FFE=949.60FFE=949.60FFE=949.60FFE=949.60FS 949.12FS 949.12FS 949.42FS 949.35FS 949.49FS 948.52TC 949.36G 948.86TC 948.91G 948.41TC 948.27G 947.77TC 949.58G 949.08TC 950.76G 950.26TC 948.99G 948.49TC 949.50G 949.00TC 949.50G 949.00TC 948.30G 947.80TC 948.14G 947.64TC 948.30G 947.80TC 948.44G 947.941.5%1.5%TC 948.02G 947.521.0%2.1%1.4%1.0%FS 949.00FS 949.00FS 947.47TC 947.97G 947.471.7%2.0%3.0:13.0:13.0:1 3.0:1 73C73D17D73D17D948947946946947946947947948948946 947 948948950949948949 949948949949 1.7%1.8%950950TC 951.27G 950.77TC 950.92G 950.4294936" NYLOPLAST STRUCTUREBEHIVE TOP=946.85INV=944.10SUMP=941.10INSTALL SNOUT ON OUTLETPIPE AND 36"X36" SAFFLEBAFFLE IN STRUCTURE125LF 6"PERFORATEDDRAINTILE WITHSOCK137LF 6"PERFORATEDDRAINTILE WITHSOCKTC 949.50G 949.00FS 949.56TC 949.50G 949.00FS 949.12FS 949.45FS 949.45FFE=949.60TC 949.56G 949.06TC 949.47G 948.97TC 949.21G 948.71TC 949.38G 948.88TC 949.74G 949.24FS 949.41FS 949.47TC 949.54G 949.04TC 948.50G 948.00TC 948.73G 948.23TC 948.60G 948.10TC 950.54G 950.04TC 950.22G 949.72TC 950.05G 949.55TC 949.65G 949.15TC 948.46G 947.96TC 949.17G 948.67TC 949.60G 949.10TC 949.39G 948.89TC 948.88G 948.38TC 948.92G 948.42TC 948.92G 948.42TC 949.33G 948.83TC 948.69G 948.19TC 948.10G 947.60TC 947.79G 947.29948 TC 948.50G 948.0018D18D51B51B18C73B73AINV=946.6060±LF 10" PVC@1%09DINV=945.9517DD945.35945.35945.3518±LF 12"RCP @ 1.0%INV=946.09479469469473.0:127EINV=946.5427E27ED25±LF 8"PVC @1%24" NYLOPLASTSTRUCTUREBEHIVE TOP=947.00INV (8")=946.25SUMP=943.2518D51B948949FS 948.60FS 949.451.0%1.8%FS 949.50TC 948.30G 947.80FS 946.90FG 947.50FG 947.502.0%947 948FS 947.21FS 947.0573EINITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C3REV-011/30/17GRADING PLAN(651) 452-1149PH: (651) 452-8960MENDOTA HEIGHTS, MN 551202025 CENTRE POINTE BLVD., SUITE 210PATPATALCALC11/29/1730072531 W. 79TH STREETMNCHANHASSEN,PANERA BREAD020'30'40'SCALE IN FEETSTORMWATER SUMMARYTOTAL PROPERTY AREA = ±1.45 ACRES OR 63,153 SFTOTAL DISTURBED AREA = ±1.39 ACRES > 1 THEREFORE A NOI PERMIT WILL BE REQUIRED.PRE PERVIOUS AREA = 0.43 ACPRE IMPERVIOUS AREA = 1.02 ACPOST PERVIOUS AREA = 0.52 ACPOST IMPERVIOUS AREA = 0.93 ACPEAK RUNOFF RATES (CFS)DESIGN INFILTRATION RATE = 0.06 IN/HRRETENTION BASINOUTLET WATER LEVEL = 946.85HIGH WATER LEVEL = 947.57PREPOST2-YR4.590.0010-YR7.380.18100-YR12.492.9310 DAY SNOWMELT0.270.11PROPOSED LEGENDGENERAL GRADING NOTESA.PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE, VERIFY, ANDCALCULATE ALL CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TOCONSTRUCTION. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE ENGINEER IS NOT NOTIFIED OF DESIGNCONFLICTS.B.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND 4" OF TOPSOIL APPLIED. IFADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THEOWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTILHARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATIONRATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTEDBY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.C.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES ASSHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TOREQUEST EXACT FIELD LOCATION OF UTILITIES.D.UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: ALL STORM DRAINPIPE BEDDING SHALL BE INSTALLED PER DETAIL 28A. ALL STORM DRAIN PIPES ARE MEASURED FROM CENTER OFSTRUCTURES AND ENDS OF FLARED END SECTIONS.E.ACCESS ROADS WILL NEED TO BE MAINTAINED & KEPT TO SUPPORT THE WEIGHT OF EMERGENCY VEHICLES DURINGALL CONSTRUCTIONF.RUNOFF AND SEDIMENT SHOULD BE KEPT COMPLETELY AWAY FROM INFILTRATION AREAS UNTIL ALL UPSTREAMAREAS ARE CONSTRUCTED AND FULLY STABILIZED.G.INFILTRATION AREAS SHOULD BE CLEARLY MARKED TO KEEP CONSTRUCTION EQUIPMENT AWAY DURINGINSTRUCTION.H.INFILTRATION AREAS SHOULD BE VIGOROUSLY PROTECTED FROM EROSION, SEDIMENT, AND RUNOFF WITHADEQUATE BMPS.I.ONLY LOW IMPACT TRACK EQUIPMENT SHOULD BE USED WITHIN THE INFILTRATION AREAS.Know what'sbelow.Callbefore you dig.NOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.EXISTING LEGENDUGEFOCOHEGASUGTUGTVWATERSSXXUNDERGROUND ELECTRICUNDERGROUND CABLE TVUNDERGROUND FIBER OPTICUNDERGROUND TELEPHONEOVERHEAD UTILITYUNDERGROUND GASSANITARY SEWERSTORM SEWERWATERMAINFENCECURB [TYPICAL]CONTOURSFOUND MONUMENTSET 1/2" IRON PIPEMARKED RLS NO. 25718CABLE TV PEDESTALAIR CONDITIONERELECTRIC MANHOLEELECTRIC METERELECTRIC PEDESTALELECTRIC TRANSFORMERLIGHT POLEGUY WIREPOWER POLEGAS MANHOLEGAS METERTELEPHONE MANHOLETELEPHONE PEDESTALSANITARY CLEANOUTSANITARY MANHOLECATCH BASINSTORM DRAINFLARED END SECTIONSTORM MANHOLEFIRE DEPT. CONNECTIONHYDRANTCURB STOPWATER WELLWATER MANHOLEWATER METERPOST INDICATOR VALVEWATER VALVEBOLLARDFLAG POLEMAIL BOXTRAFFIC SIGNUNKNOWN MANHOLESOIL BORINGSPOT ELEVATIONTRAFFIC SIGNALCONIFEROUS TREEDECIDUOUS TREE948SITE BENCHMARKELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOTGEODETIC WEBSITE. SURVEY DISK 1002 W WITH AN ELEVATION OF 954.9WAS USED TO ESTABLISH VERTICAL CONTROL.(BM#1: TOP NUT OF FIRE HYDRANT. ELEVATION=851.71)XXXXX.XXxPROPERTY LINE/RIGHT OF WAY LINEGRADE BREAKCONTOUR ELEVATIONSSTORM DRAINSPOT ELEVATIONS:TC = TOP OF CURBG = GUTTERFFE = FINISH FLOOR ELEVATIONFS = FINISHED SURFACEGRADING NOTES09DFLARED END SECTION.18CCONNECT TO EXISTING STORM DRAIN MANHOLE OR INLET.18DMATCH EXISTING PAVEMENT ELEVATIONS.51BLIMITS OF SAWCUT AND PAVEMENT REMOVAL73ACONNECT TO INTERNAL ROOF DRAIN SYSTEM (DUAL 4" LINES PER ARCH. PLANS)73BADA AREA NOT EXCEED 2% SLOPE IN ANY DIRECTIONGRADING DETAILS17DRIP RAP PAD27ESTORM DRAIN CLEAN OUT73CBIORETENTION BASIN WITH UNDERDRAIN. (SOUTHWEST)73D RAIN GUARDIAN73EBIORETENTION BASIN WITH UNDERDRAIN. (NORTH) PANERABREADF.F.E.= 949.6012"14"18"15"24"10"18"SP10"SP8"SP8"SP8"12"Z A M O R A D D I T I O NBLOCK 132WEST 79TH STREET(PUBLIC BITUMINOUS STREET)SSSSSSSSWATERWATERWATERWATERSSSSSSSSSSSSSSSSWATERWATERWATERWATERWATERWATERSS10" CIP (PER PLAN)10" PVC (PER PLAN)6" PVCSANITARY SERV.(PER PLAN)(PER FIELD MARKS)?" RCP (CAN'T SEE)UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGEGASUGEUGEUGEUGEUGEUGEUGE948948950949 950951950949949949949949949948947946945944943 PROJ. BM #1TNH = 851.71SMHRIM=949.3INV=939.7CBRIM=948.2INV=944.7CBRIM=947.0FL=946.8INV=943.918" RCPCBRIM=947.0INV=943.0CBRIM=947.5INV=944.5(SNOW PACKED)CBRIM=947.5INV=944.4(SNOW PACKED)CBRIM=947.8INV=943.8(SNOW PACKED)FESINV=945.6947948948948948948947948948948949951CBRIM=949 .2INV=945.4CBRIM=949.1INV=945.6947?" RCP (CAN'T SEE)BITUMINOUS SURFACECONCRETE WALKCONCRETE WALKCONC.WALKUG TELEPHONE (PER F IELD MARK INGS)UG ELECTRIC (PER FIELD MARKINGS)ICE ELEVATION 3/13/17= 942.0UG FIBER (PER FIELD MARKINGS)UG ELECTRIC (PER FIELD MARKINGS)SMHRIM=950.9INV=938.9949949949949 10" CIP (PER PLAN)10" PVC (PER PLAN)MINNESOTA DEPARTMENT OF TRANSPORTATIONRIGHT OF WAY PLAT NO. 10-3PARCEL 208ATPTPTPSTATE HIGHWAY 5F R O N T I E R D E V E L O P M E N TP A R KLDRAINRIM=949.3INV=948.2DRAINRIM=948.76" PVC=947.4DRAINRIM=950.3INV=949.2DRAINRIM=951.0INV=950.0DRAINRIM=948.76" PVC=947.3CBRIM=948.4DRAINRIM=948.26" PVC=947.1CBRIM=948.4DRAINRIM=948.2DRAINRIM=948.1INV=947.0DRAINRIM=948.0INV=946.9DRAINRIM=948.1INV=947.018" CBRIM=948.6INV S =946.9INV NW=846.6INV E = 846.18" PVC10" PVC8" PVCDRAINRIM=948.3INV=947.218" RCP F.E.S.INV=945.718" CBRIM=948.9INV=944.5CBRIM=948.7TRENCH DRAINTRENCH DRAIN948 949 949949950950951(COVERED W/ GRATE)TRENCH DRAIN(COVERED W/ GRATE)GRATED1.0%1.1%0.9%1.9% 1.8 % 2. 8 %2.0%1.0% 1.0% 1.2%1.8%2.5%1.0%1.9%1.5%1.9%1.7%1.8%7.2%1.0%1.3%1. 5 %1.0%2.2% 2.2%1.5% 1.5% 1.0%1.8%2.0%1.5%1.5%1.5%10.4%2.8%8.3%17.3%10.6%6.1%1.3 % 2.1%1.1%1.0%1.2%1.6%3.0:13.3:12.9%4.1%1.0%1.0%1. 4 %1.4%1.3%1.9%1.5%1.5%8.3%4.3%1.0%1.0%1.0% 1.2% 1.0%1.4%1.0%3.0:11.5%1.5%1.0%2.1%1.4%1.0%1.7%2.0%3.0:13.0:13.0:1 3.0:1 948947946946947946947947948948946 947 948948950949948949 949948949949 1.7%1.8%950950949948 50'26'SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF75C75C75C75C75D75A75B75B75B80F80FLIMITS OFDISTURBANCE= 1.47 AC75E75ED9479469469473.0:1D9489491.0%1.8%2.0%947 948 75A75D50'26'INITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C4REV-011/30/17EROSION CONTROL PLAN(651) 452-1149PH: (651) 452-8960MENDOTA HEIGHTS, MN 551202025 CENTRE POINTE BLVD., SUITE 210PATPATALCALC11/29/1730072531 W. 79TH STREETMNCHANHASSEN,PANERA BREAD020'30'40'SCALE IN FEETKnow what'sbelow.Callbefore you dig.NOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.EXISTING LEGENDUGEFOCOHEGASUGTUGTVWATERSSXXUNDERGROUND ELECTRICUNDERGROUND CABLE TVUNDERGROUND FIBER OPTICUNDERGROUND TELEPHONEOVERHEAD UTILITYUNDERGROUND GASSANITARY SEWERSTORM SEWERWATERMAINFENCECURB [TYPICAL]CONTOURSFOUND MONUMENTSET 1/2" IRON PIPEMARKED RLS NO. 25718CABLE TV PEDESTALAIR CONDITIONERELECTRIC MANHOLEELECTRIC METERELECTRIC PEDESTALELECTRIC TRANSFORMERLIGHT POLEGUY WIREPOWER POLEGAS MANHOLEGAS METERTELEPHONE MANHOLETELEPHONE PEDESTALSANITARY CLEANOUTSANITARY MANHOLECATCH BASINSTORM DRAINFLARED END SECTIONSTORM MANHOLEFIRE DEPT. CONNECTIONHYDRANTCURB STOPWATER WELLWATER MANHOLEWATER METERPOST INDICATOR VALVEWATER VALVEBOLLARDFLAG POLEMAIL BOXTRAFFIC SIGNUNKNOWN MANHOLESOIL BORINGSPOT ELEVATIONTRAFFIC SIGNALCONIFEROUS TREEDECIDUOUS TREE948SITE BENCHMARKELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOTGEODETIC WEBSITE. SURVEY DISK 1002 W WITH AN ELEVATION OF 954.9WAS USED TO ESTABLISH VERTICAL CONTROL.(BM#1: TOP NUT OF FIRE HYDRANT. ELEVATION=851.71)PROPOSEDGENERAL EROSION NOTESGENERAL EROSION NOTES CONT'DA.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTIONPREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTIONPLAN AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIRCONTENTS.B.THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED AS THE EQUIPMENTMAINTENANCE AREA, EQUIPMENT CLEANING AREA, EMPLOYEE BREAK AREA, AND AREAFOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS AND TOILET FACILITIES. THEEXACT LOCATIONS SHALL BE COORDINATED WITH THE OWNER'S CONSTRUCTIONMANAGER.C.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.)SHALL BE DISPOSED OF IN A MANNER THAT PREVENTS CONTACT BETWEEN THESEMATERIALS AND STORM WATER THAT IS DISCHARGED FROM THE SITE.D.MAINTAIN ON THE SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL AND GREASEABSORBING MATERIALS AND FLOTATION BOOMS TO CONTAIN AND CLEAN UP FUEL ORCHEMICAL SPILLS AND LEAKS.E.DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER ON DRY AREAS OF THESITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FORDUST SUPPRESSION OPERATIONS IS PROHIBITED.F.NO RUBBISH, TRASH, GARBAGE OR OTHER SUCH MATERIALS SHALL BE DISCHARGED INTODRAINAGE DITCHES OR WATERS OF THE STATE.G.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, ANDIN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE INITIATED AS SOON ASPRACTICABLE.H.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL STOP FOR ATLEAST 21 DAYS, SHALL BE TEMPORARILY SEEDED WITHIN 7 DAYS.I.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLYSTOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATERTHAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS.REFER TO THE LANDSCAPING PLAN.J.IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCESIS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUSTBE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED,PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENTBEFORE IT IS CARRIED OFF THE SITE. THE EXACT LOCATIONS SHALL BE COORDINATEDWITH THE OWNERS CONSTRUCTION MANAGER.K.ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTOROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.L.CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENTIN THE DETENTION POND AFTER THE STABILIZATION OF THE SITE AND ALSO ANYSEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS.M.IF SOIL STOCKPILING IS EMPLOYED ON THE SITE, SILT FENCES SHALL BE USED TO HELPCONTAIN THE SEDIMENT.N.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TOREDUCE RUNOFF VELOCITIES AND EROSION.O.SEDIMENT BASINS ARE ATTRACTIVE TO CHILDREN AND CAN BE VERY DANGEROUS. IN ALLCASES, LOCAL ORDINANCES AND REGULATIONS REGARDING HEALTH AND SAFETY MUSTBE ADHERED TO.P.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OFWITHIN 30 DAYS AFTER FINAL STABILIZATION. FINAL STABILIZATION HAS OCCURREDWHEN ALL SOIL DISTURBING ACTIVITIES ARE COMPLETED AND A UNIFORM PERENNIALVEGETATIVE COVER WITH A DENSITY OF 70% OF THE COVER FOR UNPAVED AREAS ANDAREAS NOT COVERED BY PERMANENT STRUCTURES HAS BEEN EMPLOYED.Q.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THECONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROLMEASURES (SILT FENCES, STRAW BALES, ETC.) TO HELP PREVENT EROSION AND STORMWATER POLLUTION.R.ALL OFF-SITE CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY,THIS INCLUDES BACKFILLING OF TRENCHES FOR STORM DRAINS & UTILITYCONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROADCONSTRUCTION.1.BALE INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEYSHOW SIGNS OF UNDERMINING, OR SHALL BE REPLACED IF THEY SHOW SIGNS OFDETERIORATION.2.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND ISMAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED.3.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENTSHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD TO ONE-HALFTHE HEIGHT OF THE SILT FENCE.4.THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILLPREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIREPERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND.5.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION(SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OFTHE TEMPORARY PARKING AS CONDITIONS DEMAND.6.OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED INOPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT IN THE SEDIMENTATION BASINS SHALLNOT EXCEED THE SEDIMENTATION CLEANOUT LEVEL.7.THE EMBANKMENT OF THE SEDIMENTATION BASIN SHALL BE CHECKED REGULARLY TOINSURE THAT IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED BY EROSION ORCONSTRUCTION EQUIPMENT.MAINTENANCEALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORMWATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONALCONDITION UNTIL FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATIONCONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVENCALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A RAINFALL EVENT, AND SHOULD BECLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:SEQUENCE OF CONSTRUCTION (JOB SPECIFIC): EXAMPLE1.INSTALL STABILIZED CONSTRUCTION ENTRANCES.2.PREPARE TEMPORARY PARKING AND STORAGE AREA.3.CONSTRUCT THE SILT FENCES ON THE SITE.4.INSTALL INLET PROTECTION DEVICES ON EXISTING INLETS.5.CONSTRUCT THE TEMPORARY SEDIMENTATION AND SEDIMENT TRAP BASINS.6.CLEAR AND GRUB THE SITE.7.BEGIN GRADING THE SITE.8.START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.9.TEMPORARILY SEED DENUDED AREAS.10.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS.11.INSTALL RIP RAP AROUND OUTLET STRUCTURES.12.PREPARE SITE FOR PAVING.13.PAVE SITE.14.COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING.15.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLYIF SITE IS STABILIZED).XXXSFPROPERTY LINE/RIGHT OF WAY LINELIMITS OF DISTURBANCESILT FENCEGRADE BREAKCONTOUR ELEVATIONSSTORM DRAININLET PROTECTIONEROSION DETAILS75ADANDY BAG INLET PROTECTION75BSWP-CI (BIG RED) OR APPROVED EQUAL75CSILT FENCE (PER CITY DETAIL 5300)75DROCK CONSTRUCTION ENTRANCE (PER CITY DETAIL 5301)75ECATCH BASIN SEDIMENT TRAP (PER CITY DETAIL 5302A)80FTEMPORARY SILT FENCE INLET PROTECTION INITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C5REV-011/30/17EROSION CONTROL NOTES 1(651) 452-1149PH: (651) 452-8960MENDOTA HEIGHTS, MN 551202025 CENTRE POINTE BLVD., SUITE 210PATPATALCALC11/29/1730072531 W. 79TH STREETMNCHANHASSEN,PANERA BREADNPDES CONSTRUCTION ACTIVITY REQUIREMENTS (CONT.)NPDES CONSTRUCTION ACTIVITY REQUIREMENTS1.4PERFORMANCE REQUIREMENTSA.FOLLOW STANDARDS FOR INSPECTION AND MAINTENANCE OF BEST MANAGEMENT PRACTICES (BMPS), ASIDENTIFIED IN THE MPCA EROSION AND SEDIMENTATION CONTROL MANUAL.B.FOLLOW ALL PERMIT REQUIREMENTS, THE PROJECT-SPECIFIC STORM WATER POLLUTION PREVENTIONPLAN (SWPPP).C.PROVIDE AT LEAST ONE CERTIFIED INSTALLER FOR EACH CONTRACTOR OR SUBCONTRACTOR TO OVERSEEALL INSTALLATION AND MAINTENANCE OF BMPS AND IMPLEMENTATION OF THE SWPPP. IN ADDITION,PROVIDE AT LEAST ONE CERTIFIED INDIVIDUAL TO CONDUCT INSPECTION AND MAINTENANCE OF ALLEROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITH THE REQUIREMENTS OFTHE PERMIT. EVIDENCE OF CERTIFICATION OF EACH INDIVIDUAL SHALL BE FURNISHED BY THECONTRACTOR AT THE PRECONSTRUCTION MEETING.D.DO NOT BEGIN CLEARING, GRADING, OR OTHER WORK INVOLVING DISTURBANCE OF GROUND SURFACECOVER UNTIL APPLICABLE PERMITS HAVE BEEN OBTAINED. OBTAIN CONSTRUCTION STORMWATER PERMITFROM THE MPCA.E.INSTALL ALL TEMPORARY AND PERMANENT BMPS AT THE PROJECT SITE AS IDENTIFIED BY THE SWPPP,AND AS DETAILED BY DETAIL SHEETS. MAINTAIN BMPS AT THE PROJECT SITE TO CONTROL STORMWATER,PREVENT ON-SITE AND OFF-SITE SOIL EROSION, TO MINIMIZE ON-SITE AND OFF-SITE SEDIMENTATION,AND TO MINIMIZE SOIL COMPACTION AND DEVEGETATION. ADDITIONAL BMPS MAY BE NECESSARY TOACHIEVE PERMIT COMPLIANCE OR THE PROVISIONS OF THIS PART, WHICH SHALL BE TAKEN AT NO COSTTO THE OWNER.a.TIMING. INSTALL BMPS IDENTIFIED IN THE SWPPP PRIOR TO DISTURBANCE OF SURFACE COVER ANDBEFORE PRECIPITATION OCCURS. FOLLOW PROJECT PHASING INDICATED IN SWPPP.b.MAINTENANCE. MAINTAIN TEMPORARY PREVENTIVE MEASURES UNTIL PERMANENT MEASURES HAVEBEEN ESTABLISHED TO 90%. PERMIT TERMINATION MAY BE REQUESTED AFTER 70% VEGETATIVE COVERACROSS THE ENTIRE PROJECT SITE HAS BEEN ESTABLISHED.c.TEMPORARY SEDIMENT BASINS AND TRAPS. IN THE EVENT THAT TEMPORARY SEDIMENTATION BASINSWILL BE USED OR REQUIRED, CONSTRUCT BASINS CONCURRENTLY WITH THE START OF SOIL DISTURBINGACTIVITIES. DIRECT STORMWATER RUNOFF FROM LOCALIZED WATERSHEDS INTO THE BASINS. MULCH,SEED, OR BOTH, THE EXPOSED SIDE SLOPES OF THE BASINS AS SOON AS POSSIBLE, BUT WITHIN 14 DAYSAT THE LONGEST.d.CONSTRUCTION SITE VEHICLE ENTRY/EXIT. PRIOR TO BEGINNING WORK, INSTALL TEMPORARYCONSTRUCTION EXIT(S) AT EACH POINT WHERE VEHICLES EXIT THE CONSTRUCTION SITE. USE A ROCKCONSTRUCTION EXIT (SEE PLANS FOR DETAIL).e.PRIOR TO BEGINNING WORK, COMPLETE THE FOLLOWING:i.CONTROL DRAINAGE AND EROSION ON THE SITE, AND MARK OR OTHERWISE DELINEATE AREAS ON THESITE NOT TO BE DISTURBED.ii.ESTABLISH SITE LOCATION OF ANY PORTABLE TOILET, FUELING AREA, SPILL KIT LOCATION, CONCRETEWASHOUT AREA, HAZARDOUS MATERIAL HANDLING AREA, LITTER CONTROL DEVICE AREA, STAGINGAREA, STOCKPILING AREA AND OTHER SWPP-DESIGNATED AREAS.iii.ESTABLISH TRAFFIC FLOW AND PATTERNS, INCLUDING HAUL ROADS, TO MINIMIZE SOIL DISTURBANCE,TRACKING, COMPACTION, AND TO PRESERVE NATIVE AND EXISTING VEGETATION.E.MARK/STAKE AND MAINTAIN SENSITIVE AREAS DELINEATED ON THE SWPPP TO PREVENT DISTURBANCE,COMPACTION, EROSION AND SEDIMENTATION OF SENSITIVE AREAS. USE MEASURES SUCH AS HANDCLEARING AND GRUBBING, LIMITING BARE SOIL EXPOSURE TIME, EXPEDITING CONSTRUCTION ACTIVITIES,AND IMMEDIATELY ESTABLISHING FINAL VEGETATION TO MINIMIZE SEDIMENT LOSS POTENTIAL IN THESEAREAS. INSPECT MARKED/STAKED AREAS AT EACH INSPECTION TO ENSURE AREAS ARE BEING PROTECTEDFROM SEDIMENTATION AND SEDIMENT LOSS. ADDITIONAL MEASURES TO PREVENT FOULING OFPERMANENT STORMWATER BMPS MAY BE NECESSARY, AND SHOULD BE IMPLEMENTED TO MAINTAINDESIGN OPERABILITY AT PROJECT TURNOVER.F.MAINTAIN PRECIPITATION RECORDS ONSITE FOR USE IN DETERMINING APPLICABLE PRECIPITATIONEVENTS. USE ONE OF THE FOLLOWING ONLINE SOURCES (WHICH MAINTAINS AN ELECTRONIC RECORD OFEVENTS) OR INSTALL AN ONSITE RAIN GAUGE AND KEEP A DAILY WEATHER LOG ONSITE. INDICATE THESOURCE OF THE WEATHER DATA IN THE SWPPP MATERIALS.G.COMPLETE PERIODIC REQUIRED STORMWATER INSPECTIONS AS IDENTIFIED BY THE PERMIT (WEEKLYROUTINE INSPECTIONS AND PRECIPITATION EVENTS). INSPECTIONS SHALL CONTINUE PERIODICALLY UNTILTERMINATION OF PERMIT AS DESCRIBED BY PART 1.5(H). MAINTAIN INSPECTION RECORDS ONSITE ANDPROVIDE AS REQUESTED.H.MAKE CORRECTIVE ACTIONS TO FINDINGS OF PERIODIC INSPECTIONS, AS SELF-IDENTIFIED ON PERIODICINSPECTIONS, OR AS IDENTIFIED BY REGULATOR INSPECTIONS WITHIN 24 HOURS OF DISCOVERY/NOTICE.MAINTAIN CORRECTIVE ACTION RECORDS ONSITE AND PROVIDE AS REQUESTED BY REGULATORY STAFF.I.UPDATE SWPPP AS OFTEN AS NEEDED TO REFLECT REAL-TIME SITE CONDITIONS AND BMPS CURRENTLY INPLACE. UPDATE LOCATIONS OF SOLID WASTE CONTAINERS, ON-SITE FUELING AND CONCRETE WASHINGAS CONDITIONS AT THE SITE CHANGE. THE UPDATED SWPPP SHALL BE POSTED AT THE PROJECT SITE ANDBE MADE AVAILABLE UPON REQUEST TO REGULATOR STAFF.J.STORM WATER RUNOFF: CONTROL INCREASED STORM WATER RUNOFF DUE TO DISTURBANCE OFSURFACE COVER DUE TO CONSTRUCTION ACTIVITIES FOR THIS PROJECT.1.PREVENT RUNOFF INTO PROJECT AND ADJACENT STORM AND SANITARY SEWER SYSTEMS, INCLUDINGOPEN DRAINAGE CHANNELS, IN EXCESS OF ACTUAL CAPACITY OR AMOUNT ALLOWED BY AUTHORITIESHAVING JURISDICTION, WHICHEVER IS LESS.2.ANY STORM WATER DISCHARGE FROM DISTURBED AREAS MUST BE VISIBLY FREE OF SEDIMENT AND ONLYCONTAIN STORMWATER OR OTHER PERMIT-AUTHORIZED DISCHARGES. TURBID OR SEDIMENT-LADENWATER MUST BE TREATED PRIOR TO DISCHARGE (SEE PART 1.4(L)(5) FOR DETAILS).3.INLET PROTECTION REMOVED IN ACCORDANCE WITH THE PERMIT FOR THE PURPOSES OF PUBLIC SAFETYMUST BE REINSTALLED AS SOON AS FEASIBLE AFTER CONCLUSION OF THE EVENT INITIATING REMOVAL.4.STORMWATER AND OTHER DISCHARGES FROM THE SITE MAY NOT BE DISCHARGED TO THE SANITARYSEWER.K.EROSION ON SITE: MINIMIZE WIND, WATER, AND VEHICULAR EROSION OF SOIL ON PROJECT SITE DUE TOCONSTRUCTION ACTIVITIES FOR THIS PROJECT.1.CONTROL MOVEMENT OF SEDIMENT AND SOIL FROM TEMPORARY STOCKPILES OF SOIL.a.STOCKPILES SHALL NOT BE PLACED IN NATURAL BUFFERS OR SURFACE WATERS UNLESS THERE IS ABYPASS IN PLACE. STOCKPILES SHALL BE STABILIZED WITH TEMPORARY BMPS BY THE END OF THE WORKDAY OR SHIFT DURING WHICH IT WAS CREATED.b.UNLESS INFEASIBLE OR OTHERWISE PROJECT-SPECIFIED, TOPSOIL SHALL BE PRESERVED FOR SITERESTORATION AND REVEGETATION PURPOSES, AND SHALL BE PROTECTED FROM WIND OR WATEREROSION AS DESCRIBED ABOVE.c.STOCKPILES TRANSPORTED OFF-SITE SHALL BE COVERED TO PREVENT WIND EROSION AND OFF-SITEDEPOSITION.2.CONTROL AND MINIMIZE TRAFFIC AND TRAFFIC PATHS THROUGHOUT PROJECT SITE TO MINIMIZETRACKING, DISTURBANCE AND COMPACTION. PREVENT DEVELOPMENT OF RUTS DUE TO EQUIPMENT ANDVEHICULAR TRAFFIC.3.IMMEDIATELY STABILIZE AREAS WHEN CONSTRUCTION ACTIVITY IN AN AREA HAS TEMPORARILY CEASEDOR ENDED AND WILL NOT RESUME FOR AT LEAST 14 CALENDAR DAYS.4. IF EROSION, COMPACTION OR DEVEGETATION OCCURS DUE TO NON-COMPLIANCE WITH THESEREQUIREMENTS, RESTORE IMPACTED AREAS AT NO COST TO OWNER.L.EROSION OFF SITE: PREVENT EROSION OF SOIL AND DEPOSITION OF SEDIMENT ON OTHER PROPERTIESCAUSED BY WATER OR SOILS LEAVING THE PROJECT SITE DUE TO CONSTRUCTION ACTIVITIES FOR THISPROJECT.1. PREVENT WINDBLOWN SOIL FROM LEAVING THE PROJECT SITE. SOILS TRANSPORTED OFF-SITE SHALL BECOVERED TO PREVENT WIND EROSION AND OFF-SITE DEPOSITION. ACTIVITIES SUCH AS GRINDING,SANDING, CUTTING AND BLASTING SHALL BE CONDUCTED IN A MANNER SO AS TO MINIMIZE FUGITIVEDUST, AND TO MINIMIZE ACCUMULATION ON SOILS TO BE VEGETATED, AND AREAS (EG. CURB CUTOUTS)THAT MAY BE A CONDUIT OF STORMWATER.2.PREVENT TRACKING OF MUD ONTO PUBLIC ROADS OUTSIDE SITE. IF INSTALLATION AND MAINTENANCE OFSWPPP-IDENTIFIED BMPS IS NOT SUFFICIENT TO PREVENT TRACKING, ADDITIONAL PREVENTIVE MEASURESSHALL BE IMPLEMENTED AT NO COST TO THE OWNER.3.STREET SWEEPING. SWEEP OR OTHERWISE REMOVE ALL SOIL AND SEDIMENT TRACKED OR OTHERWISEDEPOSITED ON PUBLIC OR PRIVATE PAVED AREAS ON A DAILY BASIS. USE MECHANICAL METHODS TOREMOVE SOLIDS FIRST, FOLLOWED BY WET METHODS, ONLY AS NEEDED.4.PREVENT MUD AND SEDIMENT FROM FLOWING ONTO SIDEWALKS AND PAVEMENTS.5.DISCHARGES WITHIN OR FROM THE PROJECT SITE SHALL MEET THE FOLLOWING REQUIREMENTS.a.WATER DISCHARGED FROM THE PROJECT SITE MUST BE COMPRISED SOLELY OF STORMWATER, AND BEVISIBLY FREE OF SEDIMENT AND FLOATING SOLIDS. OTHER DISCHARGES REQUIRE SEPARATEPERMITTING AUTHORITY.b. UNLESS INFEASIBLE DUE TO LACK OF PERVIOUS OR VEGETATED AREA, DISCHARGES SHALL BE MADE TOVEGETATED AREAS, AND WITH ENERGY DISSIPATION IN PLACE TO PREVENT EROSION. DISCHARGESFROM THE PROJECT SITE TO THE SANITARY SEWER REQUIRE PRIOR APPROVAL BY THE SEWERINGAUTHORITY.c. WATER DISCHARGED MUST NOT CAUSE NUISANCE CONDITIONS, EROSION IN RECEIVING CHANNELS ORDOWNSLOPE PROPERTIES, OR INUNDATION OF WETLANDS.6.IF OFF-SITE IMPACTS OCCUR DUE TO NON-COMPLIANCE WITH THESE REQUIREMENTS, RESTORE IMPACTEDAREAS AT NO COST TO OWNER.NPDES CONSTRUCTION ACTIVITY REQUIREMENTS (CONT.)M.SEDIMENTATION OF WATERWAYS: PREVENT MIGRATION OF SEDIMENT FROM PROJECT SITE TO WATERWAYSON-SITE OR OFF-SITE, INCLUDING RIVERS, STREAMS, LAKES, PONDS, OPEN DRAINAGE WAYS, STORM SEWERS,AND SANITARY SEWERS.1.PROJECT AREAS ADJACENT TO OR FLOWING DIRECTLY TO WATERS OF THE STATE HAVE ADDITIONALPERMIT-REQUIRED MANAGEMENT STANDARDS, WHICH INCLUDE SETBACKS, ENHANCED BMPS, ANDREQUIREMENTS FOR RAPID STABILIZATION METHODS. CONSULT THE SWPPP FOR SPECIFIC PROVISIONS TO BEFOLLOWED AT THE PROJECT SITE. IF INSTALLATION AND MAINTENANCE OF SWPPP-IDENTIFIED BMPS IS NOTSUFFICIENT TO PREVENT SEDIMENTATION, ADDITIONAL PREVENTIVE OR PROTECTIVE MEASURES SHALL BEIMPLEMENTED AT NO COST TO THE OWNER.2. IF SEDIMENTATION OCCURS, INSTALL OR CORRECT PREVENTIVE MEASURES IMMEDIATELY AT NO COST TOOWNER. CORRECTIVE MEASURES INCLUDE REMOVAL OF DEPOSITED SEDIMENTS FROM WATERS OF THESTATE. PRIOR TO REMOVAL OF SEDIMENT FROM WATERWAYS, OBTAIN APPROVAL, AND ANY NECESSARYPERMITS; COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.3.IF SEDIMENT BASINS OR DEVICES ARE USED AS TEMPORARY PREVENTIVE MEASURES, PUMP DRY ANDREMOVE DEPOSITED SEDIMENT AFTER EACH STORM.4.DISCHARGES WITHIN OR FROM THE PROJECT SITE SHALL MEET THE FOLLOWING REQUIREMENTS.a.WATER DISCHARGED FROM THE PROJECT SITE MUST BE COMPRISED SOLELY OF STORMWATER, AND BEVISIBLY FREE OF SEDIMENT AND FLOATING SOLIDS. OTHER DISCHARGES REQUIRE SEPARATE PERMITTINGAUTHORITY.b.UNLESS INFEASIBLE DUE TO LACK OF PERVIOUS OR VEGETATED AREA, DISCHARGES SHALL BE MADE TOVEGETATED AREAS, AND WITH ENERGY DISSIPATION IN PLACE TO PREVENT EROSION. DISCHARGES FROMTHE PROJECT SITE TO THE SANITARY SEWER REQUIRE PRIOR APPROVAL BY THE SEWERING AUTHORITY.a.WATER DISCHARGED MUST NOT CAUSE NUISANCE CONDITIONS, EROSION IN RECEIVING CHANNELS ORDOWNSLOPE PROPERTIES, OR INUNDATION OF WETLANDS.5.IF ON-SITE OR OFF-SITE IMPACTS OCCUR DUE TO NON-COMPLIANCE WITH THESE REQUIREMENTS, RESTOREIMPACTED AREAS AT NO COST TO OWNER.N.OPEN WATER: PREVENT STANDING WATER THAT COULD BECOME STAGNANT. O.POLLUTION PREVENTION MEASURES: PREVENT CONTAMINATION OF STORMWATER FROM ON-SITE MATERIALSAND WASTES. ACTIVITIES OCCURRING AT A SEPARATE AREA (STAGING) IN CONJUNCTION WITH THE PROJECTARE SUBJECT TO THE PROVISIONS IN THIS PART.1.ANY PRODUCT OR WASTE WITH THE POTENTIAL TO CONTAMINATE STORMWATER MUST BE STORED INSIDEOR UNDER COVER IN SWPPP DESIGNATED AREAS ONLY. ITEMS MUST BE STORED IN A CLOSED, LABELEDCONTAINER AND IN A MANNER TO PREVENT RELEASES THROUGH VANDALISM, THEFT, ACCIDENT OROTHERWISE. ITEMS INCLUDED IN THIS PROVISION INCLUDE, BUT IS NOT LIMITED TO: BUILDING MATERIALS,PESTICIDES, TREATMENT CHEMICALS AND BY-PRODUCTS, LANDSCAPE MATERIALS, FUELS, OILS AND LUBES,PAINTS, PAINT WASTE AND OTHER HAZARDOUS WASTES. STORAGE LOCATIONS SHALL BE INDICATED ON THESWPPP, AND BE UPDATED AS NECESSARY TO REFLECT SITE CONDITIONS.2.LITTER AND SOLID WASTE AT THE SITE MUST BE CONTROLLED TO PREVENT RELEASE FROM THE PROJECT SITEAND BE COVERED, EXCEPT WHEN ADDING OR REMOVING WASTE. LITTER AND WASTES MAY NOT BE BURIEDOR OTHERWISE DISPOSED AT THE PROJECT SITE. SOLID WASTE MUST BE COLLECTED AND DISPOSED OFF-SITEIN A MANNER CONSISTENT WITH LOCAL AND STATE SOLID WASTE RULES. SOLID WASTE STORAGELOCATIONS SHALL BE INDICATED ON THE SWPPP, AND BE UPDATED AS NECESSARY TO REFLECT SITECONDITIONS.3.ON-SITE FUELING SHALL BE CONDUCTED IN SWPPP DESIGNATED AREAS ONLY, AND SHALL HAVE SECONDARYCONTAINMENT IN PLACE TO PREVENT FUEL RELEASES. IN SITUATIONS WHERE PERMANENT CONTAINMENT ISNOT FEASIBLE, RUBBERIZED CONTAINERS SUITABLE FOR USE UNDER EQUIPMENT DURING FUELINGOPERATIONS IS ACCEPTABLE. FUELING LOCATIONS SHALL BE INDICATED ON THE SWPPP, AND BE UPDATEDAS NECESSARY TO REFLECT SITE CONDITIONS.4.A SPILL KIT CONTAINING MATERIALS APPROPRIATE TO PROJECT-SPECIFIC POLLUTANTS AND QUANTITIESSHALL BE LOCATED ON THE PROJECT SITE, AND ITS LOCATION SHALL BE INDICATED ON THE SWPPP.5.PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE, AND WILL NOT BE TIPPED OR KNOCKEDOVER. SANITARY WASTE MUST BE DISPOSED IN A MANNER CONSISTENT WITH LOCAL AND STATE RULES.6.VEHICLE AND EQUIPMENT WASHING IS PROHIBITED AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TOTHE STAGING AREA.7.CONCRETE WASH-OUT WASTE SHALL EITHER BE COLLECTED AND MANAGED OFF-SITE, OR MANAGED ON-SITEIN A SWPPP-DESIGNATED CONCRETE WASHOUT AREA. MATERIALS IN OR DESTINED FOR THE WASHOUTAREA SHALL NOT CONTACT THE GROUND, NOR SHALL WATER OR OTHER LIQUID DISCHARGE FROM THECONTAINMENT STRUCTURE. WASTES COLLECTED MUST BE DISPOSED OF OFF-SITE IN A MANNERCONSISTENT WITH LOCAL AND STATE SOLID WASTE RULES. WASHOUT AREAS SHALL BE INDICATED ON THESWPPP, AND BE UPDATED AS NECESSARY TO REFLECT SITE CONDITIONS; WASHOUT AREAS SHALL BE SIGNEDAT THE PROJECT SITE. IN CASES WHERE AN ON-SITE BATCH CONCRETE OR ASPHALT PLANT IS USED, A PLANFOR THE MANAGEMENT OF FUGITIVE DUST, STOCKPILING, WASTEWATER, SOLID WASTE, NOISE, TRAFFIC,LOCATION AND OTHER PHYSICAL CONSIDERATIONS SHALL BE SUBMITTED.8.USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT DISCHARGE OR PLACEMENT OF BITUMINOUSGRINDINGS, CUTTINGS, MILLINGS, AND OTHER BITUMINOUS WASTES FROM AREAS OF EXISTING OR FUTUREVEGETATED SOILS AND FROM ALL WATER CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURBFLOW LINES.9.USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT CONCRETE DUST, PARTICLES, CONCRETEWASH OUT, AND OTHER CONCRETE WASTES FROM LEAVING THE PROJECT SITE, DEPOSITING IN EXISTING ORFUTURE VEGETATED AREAS, AND FROM ENTERING STORMWATER CONVEYANCE SYSTEMS, INCLUDINGINLETS, DITCHES AND CURB FLOW LINES. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENTSAW CUT SLURRY AND PLANNING WASTE FROM LEAVING THE PROJECT SITE AND FROM ENTERINGSTORMWATER CONVEYANCE SYSTEMS INCLUDING DITCHES AND CULVERTS.10.IF ON-SITE OR OFF-SITE IMPACTS OCCUR DUE TO NON-COMPLIANCE WITH THESE REQUIREMENTS, RESTOREIMPACTED AREAS AT NO COST TO OWNER.P. ESTABLISH FINAL STABILIZATION: RESTORE THE PROJECT SITE TO PERMIT-REQUIRED VEGETATIVE CONDITIONSAND INITIATE PERMIT TERMINATION PROCESS.1.COMPLETE SOIL DISTURBING ACTIVITIES AND RESTORE SITE TO A UNIFORM PERENNIAL VEGETATIVE COVERWITH A DENSITY OF 70%, OR OTHER EQUIVALENT MEASURES, TO PREVENT SOIL FAILURE UNDER EROSIVECONDITIONS.2.TEMPORARY BMPS SHALL BE REMOVED, UNLESS SPECIFICALLY APPROVED.3.PERMANENT BMPS SHALL BE FULLY INSTALLED AND VERIFIED TO BE OPERATING AS DESIGNED. ANY BASINSOR OTHER PERMANENT BMPS ALSO USED AS TEMPORARY BMPS DURING THE CONSTRUCTION PHASE, MUSTBE CLEANED OF ACCUMULATED SEDIMENT.4.NOTE THAT COMPLIANCE INSPECTIONS, IN ACCORDANCE WITH THE PROVISIONS OF THE PERMIT, MUSTCONTINUE TO BE COMPLETED UNTIL THE PERMIT IS TERMINATED.5.GROWING SEASONS. COMMENCEMENT OF WORK IN RELATIONSHIP TO GROWING SEASONS AND FINALSTABILIZATION EFFORTS MAY IMPACT THE CONTRACTOR'S SELECTION OF BMPS FOR FINAL STABILIZATION.THAT IS, SEEDING OR HYDRO-SEEDING OF SITES IN THE FALL DO NOT CONSTITUTE FINAL STABILIZATION ANDWILL DELAY THE ABILITY TO CEASE INSPECTIONS AND/OR TERMINATE THE PERMIT.1.5SUBMITTALSA.SEE DIVISION 01 FOR SUBMITTAL PROCEDURES.B.CERTIFICATE: MILL CERTIFICATE FOR SILT FENCE FABRIC ATTESTING THAT FABRIC AND FACTORY SEAMS COMPLYWITH SPECIFIED REQUIREMENTS AND SIGNED BY LEGALLY AUTHORIZED OFFICIAL OF MANUFACTURER; INDICATEACTUAL MINIMUM AVERAGE ROLL VALUES; IDENTIFY FABRIC BY ROLL IDENTIFICATION NUMBERS.C.STORMWATER POLLUTION PREVENTION PLAN (SWPPP), PREPARED AS SPECIFIED ABOVE.D.STORMWATER PERMIT APPLICATION PROCEDURE.1.EVIDENCE OF CERTIFICATION OF INDIVIDUALS SPECIFIED BY PART 1.4(C) SHALL BE FURNISHED BY THECONTRACTOR AT THE PRECONSTRUCTION MEETING.2.CONTRACTOR COMPLETES A HARD-COPY VERSION OF THE MPCA CONSTRUCTION STORMWATER PERMITAPPLICATION FORM.F.INSPECTION REPORTS. INSPECTIONS SHALL BE COMPLETED, AND SHALL BE MAINTAINED ONSITE, TO BE PROVIDEDTO REGULATORY STAFF AS REQUESTED.H.STORMWATER PERMIT TERMINATION PROCEDURE. WHEN THE PROVISIONS OF PART 1.4(P) FOR FINAL STABILIZATIONHAVE BEEN MET AND A POST CONSTRUCTION INSPECTION HAS BEEN COMPLETED:1.CONTRACTOR COMPLETES A HARD-COPY VERSION OF THE MPCA NOTICE OF TERMINATIONFORM (HTTP://WWW.PCA.STATE.MN.US/INDEX.PHP/VIEW-DOCUMENT.HTML?GID=7388) AND SUBMITS FORREVIEW AND “OWNER'S SIGNATURE”.I.ON-SITE ASPHALT OR CONCRETE BATCH PLANT MANAGEMENT PLAN. AS INDICATED IN PART 1.4(O)(7), SUBMIT APLAN FOR THE MANAGEMENT OF FUGITIVE DUST, STOCKPILING, WASTEWATER, SOLID WASTE, NOISE, TRAFFIC,LOCATION AND OTHER PHYSICAL CONSIDERATIONS PRIOR TO USE OF A BATCH CONCRETE OR ASPHALT PLANT.K.MATERIALS AND PRODUCT SHOP DRAWINGS.PART 2 - PRODUCTS2.1MATERIALSA.MULCH: PER MNDOT SPECIFICATION SECTION 3733, TYPE 3.B.GRASS SEED FOR TEMPORARY COVER: SELECT A SPECIES APPROPRIATE TO CLIMATE, PLANTING SEASON, ANDINTENDED PURPOSE. IF SAME AREA WILL LATER BE PLANTED WITH PERMANENT VEGETATION, DO NOT USE SPECIESKNOWN TO BE EXCESSIVELY COMPETITIVE OR PRONE TO VOLUNTEER IN SUBSEQUENT SEASONS. MNDOT SEED MIX#100 OR #110 OR APPROVED EQUIVALENT.C.SILT FENCE FABRIC: PER MNDOT SPECIFICATION SECTION 3886 FOR STANDARD MACHINE SLICED OR HEAVY DUTYTYPE. PREASSEMBLED SILT FENCE IS NOT ALLOWED. FOLLOW MNDOT STANDARDS.D.GEOTEXTILES: PER MNDOT SPECIFICATION SECTION 3733, TYPE V. E.EROSION CONTROL BLANKETS: PER MNDOT SPECIFICATION SECTION 3885, CATEGORY 4 COCONUT FOR ALL SLOPES4:1 OR GREATER AND WITHIN ENTIRE BIOSWALE AREA, AND CATEGORY 2 STRAW 2S FOR ALL SLOPES 8:1 OR GREATER.F.EROSION STABILIZATION MATS: PER MNDOT SPECIFICATION SECTION 3888, TYPE 3 FOR SLOPE GREATER THAN 3:1AND AT PIPE OUTLETS.G.STORM DRAIN INLET PROTECTION: FILTER BAG INSERT OR APPROVED EQUIVALENT. SILT FENCE WRAPPED ONCASTING OR SILT FENCE OR STRAWBALES SURROUNDING CATCHBASIN OR MANHOLE IS GENERALLY NOT ALLOWEDAS A PRIMARY MEANS, BUT MAY BE USED FOR REDUNDANT PROTECTION. H.FILTER LOG: PER MNDOT SPECIFICATION SECTION 3897 TYPE STRAW, WOOD OR COMPOST LOG. STRAW LOGS ARECONSIDERED TO BE MARGINALLY EFFECTIVE, AND ARE ONLY TO BE USED, IF AT ALL, IN VERY LOW-FLOW, LOW-SLOPEAREAS.PART 3 - EXECUTION3.1EXAMINATIONA.EXAMINE SITE AND IDENTIFY EXISTING FEATURES THAT CONTRIBUTE TO EROSION RESISTANCE; MAINTAIN SUCHEXISTING FEATURES TO GREATEST EXTENT POSSIBLE.3.2PREPARATIONA.SCHEDULE WORK SO THAT SOIL SURFACES ARE LEFT EXPOSED FOR THE MINIMUM AMOUNT OF TIME.3.3CONSTRUCTION ACTIVITY REQUIREMENTSA.STORM WATER POLLUTION PREVENTION PLANTHE PERMITTEE(S) MUST IMPLEMENT THE SWPPP AND THE REQUIREMENTS OF THIS PART. THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT MUST BE SELECTED, INSTALLED, AND MAINTAINED IN AN APPROPRIATE AND FUNCTIONAL MANNER THAT IS IN ACCORDANCE WITH RELEVANT MANUFACTURERSPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES.B.EROSION PREVENTION PRACTICES1. THE PERMITTEE(S) MUST PLAN FOR AND IMPLEMENT APPROPRIATE BMPS SUCH AS CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, INSPECTION AND MAINTENANCE OF PART IV.E. AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION AS NECESSARY TO COMPLY WITH THIS PERMIT AND PROTECT WATERS OF THE STATE. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE ETC.) ON THE PROJECT SITE BEFORE WORK BEGINS. THE PERMITTEE(S) MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT THAT HAVE STEEP SLOPES. FOR THOSE SLOPED AREAS WHICH MUST BE DISTURBED, THE PERMITTEE(S) MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).2. THE PERMITTEE(S) MUST STABILIZE ALL EXPOSED SOIL AREAS (INCLUDING STOCKPILES). STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. FOR PUBLIC WATERS THAT THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES HAS PROMULGATED “WORKIN WATER RESTRICTIONS” DURING SPECIFIED FISH SPAWNING TIME FRAMES, ALL EXPOSED SOIL AREAS THAT ARE WITHIN 200 FEET OF THE WATER’S EDGE, AND DRAIN TO THESE WATERS MUST COMPLETE THE STABILIZATION ACTIVITIES WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) AND THE CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES ARE EXEMPT FROM THIS REQUIREMENT BUT MUST BE IN COMPLIANCE WITH PART IV.C.5.3. IF USING STORMWATER CONVEYANCE CHANNELS ,THE PERMITTEE(S) MUST DESIGN THE CHANNELS TO ROUTE WATER AROUND UNSTABILIZED AREAS ON THE SITE AND TO REDUCE EROSION, UNLESS INFEASIBLE. THE PERMITTEE(S) MUST USE EROSION CONTROLS AND VELOCITY DISSIPATION DEVICES SUCH AS CHECK DAMS, SEDIMENT TRAPS, RIPRAP, OR GROUTED RIPRAP AT OUTLETS WITHIN AND ALONG THE LENGTH OF ANY CONSTRUCTED STORMWATER CONVEYANCE CHANNEL, AND AT ANY OUTLET, TO PROVIDE A NON‐EROSIVE FLOW VELOCITY, TO MINIMIZE EROSION OF CHANNELS AND THEIR EMBANKMENTS, OUTLETS, ADJACENT STREAM BANKS, SLOPES, AND DOWNSTREAM WATERS DURING DISCHARGE CONDITIONS3. THE PERMITTEE(S) MUST STABILIZE THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER. STABILIZATION OF THE LAST 200 LINEAL FEET MUST BE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. THE PERMITTEE(S) SHALL COMPLETE STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK‐DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED DURING THE TEMPORARY PERIOD OF ITS USE AS A SEDIMENT CONTAINMENT SYSTEM. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM. APPLYING MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES IS NOT ACCEPTABLE STABILIZATION IN ANY PART OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE. 5. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER.6. UNLESS INFEASIBLE DUE TO LACK OF PERVIOUS OR VEGETATED AREAS, THE PERMITTEE(S) MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS OF THE SITE (INCLUDING ANY NATURAL BUFFERS) IN ORDER TO INCREASE SEDIMENT REMOVAL AND MAXIMIZE STORMWATER INFILTRATION. THE PERMITTEE(S) MUST USE VELOCITY DISSIPATION DEVICES IF NECESSARY TO PREVENT EROSION WHEN DIRECTING STORMWATER TO VEGETATED AREAS. NPDES CONSTRUCTION ACTIVITY REQUIREMENTS (CONT.)C.SEDIMENT CONTROL PRACTICES1.SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS ANDSTORM SEWER INLETS.2.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS THAT ARE DESIGNED AS PART OF A TREATMENT SYSTEM REQUIRESEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS.3.IF THE DOWN GRADIENT TREATMENT SYSTEM IS OVERLOADED, ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES MUST BEINSTALLED TO ELIMINATE THE OVERLOADING, AND THE SWPPP MUST BE AMENDED TO IDENTIFY THESE ADDITIONAL PRACTICES.4.IN ORDER TO MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATERTHAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER.5.SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBINGACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED.6.THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCHAS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THESEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROLPRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE.7.ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FORDISCHARGING TO THE INLET HAVE BEEN STABILIZED AND FINAL INSPECTION HAS BEEN COMPLETED.8.TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACEWATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. STOCKPILES NOTACTIVELY BEING WORKED SHALL BE STABILIZED AROUND THE ENTIRE PERIMETER; STOCKPILES BEING WORKED SHALL BE STABILIZED AT THEEND OF EACH WORK DAY. PRESERVED TOPSOIL STOCKPILES SHALL ADDITIONALLY BE COVERED.9.VEHICLE TRACKING OF SEDIMENT FROM THE CONSTRUCTION SITE MUST BE MINIMIZED BY BMPS SUCH AS STONE PADS, CONCRETE OR STEELWASH RACKS, OR EQUIVALENT SYSTEMS. STREETS MUST BE SWEPT DAILY.D.DEWATERING AND BASIN DRAINING1.DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) RELATED TO THE CONSTRUCTIONACTIVITY THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY OR PERMANENTSEDIMENTATION BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASINPRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMPS, SUCH THAT THE DISCHARGE DOES NOTADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM LANDOWNERS. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS AREADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SAND BAGS,PLASTIC SHEETING OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. ADEQUATE SEDIMENTATION CONTROL MEASURES ARE REQUIREDFOR DISCHARGE WATER THAT CONTAINS SUSPENDED SOLIDS.2.ALL WATER FROM DEWATERING OR BASIN DRAINING ACTIVITIES MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCECONDITIONS, EROSION IN RECEIVING CHANNELS OR ON DOWNSLOPE PROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANTADVERSELY IMPACT TO THE WETLAND.3.ALL PERMITS FOR DEWATERING NEED TO BE OBTAINED BY THE CONTRACTOR PRIOR TO INITIATION ANY DEWATERING PRACTICE.E.INSPECTIONS AND MAINTENANCE1.THE CONTRACTOR MUST ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION ANDWITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS.2.ALL INSPECTIONS, MAINTENANCE AND CORRECTIVE ACTIONS CONDUCTED DURING CONSTRUCTION MUST BE RECORDED AND THESE RECORDSMUST BE RETAINED WITH THE SWPPP.3.WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, BUT WORK REMAINS ON OTHER PARTS OF THE SITE,INSPECTIONS OF THE STABILIZED AREAS MAY BE REDUCED TO ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZENGROUND CONDITIONS, INSPECTIONS MAY ALSO BE SUSPENDED UNTIL THAW AT THE SITE OCCURS.4.ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE INSPECTED TO ENSUREINTEGRITY AND EFFECTIVENESS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS.THE CONTRACTOR MUST INVESTIGATE AND COMPLY WITH THE FOLLOWING INSPECTION AND MAINTENANCE REQUIREMENTS:a. ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENTREACHES 1/3 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELDCONDITIONS ALLOW ACCESS.b. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OFSEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS.c. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENTBEING DEPOSITED BY EROSION. THE CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS,INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVALRESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN DAYS OF DISCOVERY UNLESS PRECLUDEDBY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. THE CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS.IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN CALENDAR DAYS OF OBTAINING ACCESS. THE CONTRACTORIS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS,PRIOR TO CONDUCTING ANY WORK.d. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVEDSURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY. THECONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENTBMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THESITE. THE CONTRACTOR IS RESPONSIBLE UNTIL THE OWNER/OPERATOR, HAS ASSUMED CONTROL ACCORDING TO OVER ALL AREAS OF THESITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A NOT HAS BEEN SUBMITTED TOTHE MPCA IN ACCORDANCE WITH THE PROCEDURE IDENTIFIED IN PART 1.5(H).e. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER ANDAT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORMSEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS.)5.ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THEINFILTRATION/FILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVINGACROSS THE INFILTRATION AREA. INITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C6REV-011/30/17EROSION CONTROL NOTES 2(651) 452-1149PH: (651) 452-8960MENDOTA HEIGHTS, MN 551202025 CENTRE POINTE BLVD., SUITE 210PATPATALCALC11/29/1730072531 W. 79TH STREETMNCHANHASSEN,PANERA BREADPROJECT DESCRIPTIONTHE PROPOSED REDEVELOPMENT PROJECT CONSISTS OF DISTURBING 1.47 ACERS OF THE EXISTING CHANHASSEN INN HOTEL AT 351 W. 79TH STREET IN CHANHASSEN,MN. PROPOSED DEVELOPMENT INCLUDES A 4,486 SQUARE FOOT ONE-STORY SINGLE-TENANT RESTAURANT BUILDING, ALONG WITH ASSOCIATED SURFACE PARKING LOT,TRASH ENCLOSURE, CONCRETE CURB AND GUTTER, AND OTHER ASSOCIATED UTILITIES. THIS SITE LIES WITHIN THE UNSHADED ZONE C, AREAS OF MINIMAL FLOODINGACCORDING TO FEMA.THE PROJECT SITE DOES NOT INCLUDE SITES OF HISTORIC OR ARCHEOLOGICAL SIGNIFICANCE AND DOES NOT INCLUDE ENDANGERED & THREATENED SPECIES, RARENATURAL COMMUNITIES, COLONIAL WATERBIRD NESTING SITES, MIGRATORY WATERFOWL CONCENTRATION AREAS, DEER WINTERING AREAS OR WILDLIFE CORRIDORS.THE IMPLEMENTATION AND MAINTENANCE OF THE STORM WATER POLLUTION PREVENTION PLAN WILL PROVIDE THE CONTRACTOR AND OWNER WITH THEFRAMEWORK TO REDUCE SOIL EROSION AND MINIMIZE POLLUTANTS IN THE STORM WATER DURING CONSTRUCTION OF THE SITE.THE STORM WATER POLLUTION PREVENTION PLAN WILL DEFINE THE CHARACTERISTICS OF THE SITE AND THE TYPE OF CONSTRUCTION TO OCCUR; INCLUDE A SITE PLANSHOWING THE CONSTRUCTION; DESCRIBE THE PRACTICES THAT WILL BE USED TO CONTROL EROSION AND THE RELEASE OF POLLUTANTS IN THE STORM WATER,INDICATE A SCHEDULE TO HELP ENSURE THAT THE PRACTICES INDICATED ARE IMPLEMENTED AND TO HELP EVALUATE THE EFFECTIVENESS OF THE PRACTICES INREDUCING EROSION AND POLLUTANTS DISCHARGED FROM THE SITE; AND TO DESCRIBE THE FINAL STABILIZATION MEASURES REQUIRED TO HELP MINIMIZE EROSIONAND OTHER STORM WATER IMPACTS AFTER CONSTRUCTION.STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATIONPLAN COORDINATION:THE SITE REPRESENTATIVE FOR THE OWNER, WITH THE ASSISTANCE OF THE FIELD SUPERVISOR FOR THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FORIMPLEMENTING AND MONITORING THE STORM WATER POLLUTION PREVENTION PLAN DURING CONSTRUCTION. THIS WILL INCLUDE OVERSEEING THE MAINTENANCEOF THE BMPS THAT ARE IMPLEMENTED, PROVIDE INSPECTIONS AND MONITORING OF THE BMPS, IDENTIFY AND CORRECT ANY DEFICIENCIES IN THE STORM WATERPOLLUTION PREVENTION PLAN, AND MONITOR THAT ANY CHANGES TO THE CONSTRUCTION PLANS ARE ADDRESSED BY THE STORM WATER POLLUTION PREVENTIONPLAN.PROJECT INFORMATIONSITE LOCATION:THE PROJECT SITE IS APPROXIMATELY 1.45 ACRES, ZONED BH (HIGHWAY AND BUSINESS SERVICES DISTRICT, AT 531 W 79TH STREET, CHANHASSEN, MINNESOTA INCARVER COUNTY.PANERA BREAD DEVELOPMENT - SITE INTRO.STORM WATER MANAGEMENT CONTROLSTEMPORARY AND PERMANENT EROSION CONTROL MEASURES:A LIST OF STABILIZATION MEASURES HAS BEEN TABULATED BELOW AND THE LOCATIONS OF THESE MEASURES ARE SHOWN ON THE ATTACHED EROSION CONTROL PLAN. THISPROJECT WILL USE A NUMBER OF BMP'S TO HELP CONTROL EROSION AND SEDIMENT. THOSE MEASURES INCLUDE:75ADANDY BAG INLET PROTECTION75BSWP-CI (BIG RED) OR APPROVED EQUAL75CSILT FENCE (PER CITY DETAIL 5300)75DROCK CONSTRUCTION ENTRANCE (PER CITY DETAIL 5301)75ECATCH BASIN SEDIMENT TRAP (PER CITY DETAIL 5302A)80FTEMPORARY SILT FENCE INLET PROTECTIONDETAILS FOR THESE CAN BE FOUND ON THE DETAIL SHEETS.THE FOLLOW TABLE PROVIDES A SCHEDULE FOR STABILIZING DISTURBED AREAS DURING CONSTRUCTION:DISTURBED AREA WORKING DAYS TO STABILIZE3 TO1 AND STEEPER SLOPES 7 DAYSSLOPES FLATTER THAN 3 TO 1 7 DAYSALL DITCHES, WITHIN 200' OF OUTLET 1 DAYALL OUTLETS 1 DAYALL INLETS 1 DAYTEMPORARY SEDIMENT BASINS AND TRAPS 1 DAYSOIL STOCKPILES 7 DAYSSEE THE LANDSCAPE PLAN FOR FINAL PLANT AND TURF COVERAGE OF THE SITE IF APPLICABLE.CONSTRUCTION TYPE:THE PROJECT WILL CONSIST OF CONSTRUCTING A NEW SINGLE-TENANT RESTAURANT BUILDING WITH DRIVE-THRU LANE, A BIORETENTION BASIN WITH UNDERDRAIN, AND UTILITYCONNECTIONS. RUNOFF FROM ALL PROPOSED IMPERVIOUS SURFACES WILL BE COLLECTED BY DOWNSPOUTS, OR DRAIN TO ONE OF A SERIES OF CATCH BASINS IN THE PAVED AREA, ANDOUTLET TO A BIOFILTRATION BASIN THAT WILL SERVE TO PROMOTE ON SITE ABSTRACTION OF STORMWATER. EXCESS STORMWATER FROM THE BIOFILTRATION BASIN SHALL OVERFLOWINTO AN OUTLET CONTROL STRUCTURE (OCS) WHICH WILL IN TURN CONTROL THE RATE OF RUNOFF AND PROVIDE FOR ADDITIONAL WATER QUALITY MEETING CITY OF CHANHASSENREQUIREMENTS. STORMWATER FROM THE OUTLET CONTROL STRUCTURE WILL THEN OUTLET INTO THE EXISTING STORMWATER INFRASTRUCTURE THAT RUNS UNDERNEATH STATEHIGHWAY 5 TO THE SOUTH. NO DISTURBANCE IS PROPOSED IN THE EXISTING CITY POND TO THE WEST.SITE GRADING AND UTILITY CONSTRUCTION IS ANTICIPATED TO BEGIN IN THE SPRING OF 2018 WITH COMPLETION OF THE SITE IN FALL 2018.EXISTING DRAINAGE/SOIL CONDITIONS:A GEOTECHNICAL ENGINEERING REPORT WAS PROVIDED BY BRAUN INTERTEC CORPORATION. PROJECT NUMBER B1702295 DATED JUNE 22, 2017..SITE WIDE CONTROL MEASURESTO PREVENT EROSION SEDIMENTS FROM LEAVING THE SITE, THE FOLLOWING BMPS WILL BE USED:SILT FENCE / EROSION LOGS. TO BE MACHINE OR HAND INSTALLED ALONG THE PERIMETER OF AREAS TO BE GRADED BEFORE GRADING BEGINS. ADDITIONAL PERIMETER CONTROLSSHOULD BE KEPT ON-SITE FOR REPAIRS, REPLACEMENT OR PROTECTION OF ADDITIONAL AREAS. SILT FENCE OR EROSION LOGS SHALL BE INSPECTED ONCE A WEEK ANDWITHIN 24 HOURS OF ANY ½” RAIN EVENT. SEDIMENT REMOVAL REQUIRED WHEN SEDIMENTS REACH 1/3 THE HEIGHT OF THE BMP. BMPS CAN BE REMOVED WHEN VEGETATION FORFINAL STABILIZATION HAS BEEN ADEQUATELY ESTABLISHED (70%).ALL EXPOSED AREAS WITHIN 200 FEET OF A SURFACE WATER MUST BE STABILIZED NO LATER THAN 7 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HASTEMPORARILY OR PERMANENTLY CEASED.AFTER ALL AREAS ARE FINAL GRADED, THE ENTIRE SITE SHALL BE SEEDED AND FERTILIZED. SLOPES WITH GRADES GREATER THAN 3 TO 1, OR WHERE CONCENTRATED FLOWS WILLOCCUR EROSION CONTROL BLANKETS AND FIBER LOGS SHALL BE INSTALLED (MAXIMUM SPACING 75 FEET).AREAS FLOWING INTO THE STORM WATER CONVEYANCE SYSTEM WILL BE STABILIZED THE DAY THE STRUCTURES ARE INSTALLED. CATCH BASIN SEDIMENT BAGS WILL BE INSTALLED THESAME DAY AND LEFT IN PLACE UNTIL THE PROJECT IS COMPLETED. SEDIMENTS SHALL BE REMOVED AND DISPOSED OF WHEN ½ THE CAPACITY IS REACHED.TOPSOIL STOCKPILES WILL BE STABILIZED WITH TEMPORARY SEED, MULCH AND FERTILIZER WITHIN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY THAT CREATED THE STOCKPILE.DUST WILL BE CONTROLLED BY WATER APPLICATION AND/OR SWEEPING AS NEEDED.VEGETATIVE BUFFERS WILL BE MAINTAINED AT THE PERIMETER OF THE SITE.GRADING OPERATIONS SHOULD INCORPORATE HORIZONTAL SLOPE TRACKING WHEN POSSIBLE TO HELP REDUCE EROSION.CONSTRUCTION ENTRANCE WITH 3” COURSE AGGREGATE OVER GEOFABRIC FABRIC.ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. ACOMPACTED CLAY LINER THAT DOES NOT ALLOW WASHOUT LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE LINER.THE BIORETENTION AREAS MUST NOT BE GRADED TO THEIR FINAL CONDITION UNTIL THE CONTRIBUTING WATERSHED IS STABALIZED.CONSTRUCTION PRACTICES TO MINIMIZE STORM WATER CONTAMINATION:ALL NON-HAZARDOUS WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURE LOCATION, PREFERABLY A LOCKABLE METAL DUMPSTER, AT THE END OF EACH DAY. ALL TRASHAND CONSTRUCTION DEBRIS SHOULD BE DEPOSITED IN THE DUMPSTER AT THE END OF EACH DAY AND WILL BE EMPTIED AS NECESSARY. NO CONSTRUCTION MATERIALS SHALL BEBURIED ON-SITE. A LICENSED SANITARY WASTE MANAGEMENT COMPANY WILL COLLECT ALL SANITARY WASTE FROM PORTABLE UNITS. GOOD HOUSEKEEPING AND SPILL CONTROLPRACTICES SHOULD BE FOLLOWED TO MINIMIZE STORM WATER CONTAMINATION.MAINTENANCEALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONALCONDITION UNTIL FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVENCALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A RAINFALL EVENT, AND SHOULD BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:1.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR SHALL BE REPLACED IF THEY SHOW SIGNS OFDETERIORATION.2.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED.3.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD TO ONE-HALFTHE HEIGHT OF THE SILT FENCE.4.THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIREPERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND.5.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THETEMPORARY PARKING AS CONDITIONS DEMAND.6.OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT IN THE SEDIMENTATION BASINS SHALL NOTEXCEED THE SEDIMENTATION CLEANOUT LEVEL.7.THE EMBANKMENT OF THE SEDIMENTATION BASIN SHALL BE CHECKED REGULARLY TO INSURE THAT IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED BY EROSION ORCONSTRUCTION EQUIPMENT.SEQUENCE OF CONSTRUCTION :1.INSTALL STABILIZED CONSTRUCTION ENTRANCES.2.PREPARE TEMPORARY PARKING AND STORAGE AREA.3.CONSTRUCT THE SILT FENCES ON THE SITE.4.INSTALL INLET PROTECTION DEVICES ON EXISTING INLETS.5.CLEAR AND GRUB THE SITE.6.BEGIN GRADING THE SITE.7.START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.8.TEMPORARILY SEED DENUDED AREAS.9.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS.10.INSTALL RIP RAP AROUND OUTLET STRUCTURES.11.PREPARE SITE FOR PAVING.12.PAVE SITE.13.COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING.14.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED).SEQUENCE OF CONSTRUCTIONNPDES CONSTRUCTION ACTIVITY REQUIREMENTS (CONT.)F.POLLUTION PREVENTION MANAGEMENT MEASURESTHE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE:3. STORAGE, HANDLING, AND DISPOSAL OF CONSTRUCTION PRODUCTS, MATERIALS, AND WASTES: THE CONTRACTOR SHALL COMPLY WITH THEFOLLOWING STANDARDS TO MINIMIZE THE EXPOSURE TO STORMWATER OF ANY OF THE PRODUCTS, MATERIALS, OR WASTES. PRODUCTS ORWASTES WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER ARENOT HELD TO THIS REQUIREMENT:a.BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS MUST BE UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARYROOFS) TO PREVENT THE DISCHARGE OF POLLUTANTS OR PROTECTED BY A SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACTWITH STORMWATER.b.PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS MUST BE UNDER COVER (E.G.,PLASTIC SHEETING OR TEMPORARY ROOFS) TO PREVENT THE DISCHARGE OF POLLUTANTS OR PROTECTED BY SIMILARLY EFFECTIVE MEANSDESIGNED TO MINIMIZE CONTACT WITH STORMWATER.c.HAZARDOUS MATERIALS, TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASEDPRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) MUST BE PROPERLY STORED IN SEALED CONTAINERS TOPREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGEAND DISPOSAL OF HAZARDOUS WASTE OR HAZARDOUS MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDINGSECONDARY CONTAINMENT AS APPLICABLE.d.SOLID WASTE MUST BE STORED, COLLECTED AND DISPOSED OF PROPERLY IN COMPLIANCE WITH MINN. R. CH. 7035.e.PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE MUSTBE DISPOSED OF PROPERLY IN ACCORDANCE WITH MINN. R. CH. 7041.2.FUELING AND MAINTENANCE OF EQUIPMENT OR VEHICLES; SPILL PREVENTION AND RESPONSE: THE PERMITTEE(S) SHALL TAKEREASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALSOR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. IN SITUATIONS WHEREPERMANENT CONTAINMENT IN NOT FEASIBLE, RUBBERIZED CONTAINERS SUITABLE FOR USE UNDER EQUIPMENT DURING FUELINGOPERATIONS IS ACCEPTABLE. THE PERMITTEE(S) MUST CONDUCT FUELING IN A CONTAINED AREA UNLESS INFEASIBLE. THE PERMITTEE(S)MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATEDISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. THE PERMITTEE(S) MUST REPORT AND CLEAN UP SPILLS IMMEDIATELYAS REQUIRED BY MINN. STAT. § 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE. 3.VEHICLE AND EQUIPMENT WASHING: NO VEHICLE OR EQUIPMENT WASHING IS ALLOWED AT PROJECT SITES, INCLUDING BUT NOT LIMITED TOSTAGING AREAS.4.CONCRETE AND OTHER WASHOUTS WASTE: THE PERMITTEE(S) MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTESGENERATED BY WASHOUT OPERATIONS (CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTIONMATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. THE LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THE GROUND, ANDTHE CONTAINMENT MUST BE DESIGNED SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. LIQUID ANDSOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA RULES. A SIGN MUST BE INSTALLED ADJACENT TO EACHWASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND OTHER WASHOUTWASTES. IN CASES WHERE AN ON-SITE BATCH CONCRETE OR ASPHALT PLANT IS USED, A PLAN FOR THE MANAGEMENT OF FUGITIVE DUST,STOCKPILING, WASTEWATER, SOLID WASTE, NOISE, TRAFFIC, LOCATION AND OTHER PHYSICAL CONSIDERATIONS SHALL BE SUBMITTED FORAPPROVAL PRIOR TO USE OF THE PLANT (SEE PART 1.5(K)).G.FINAL STABILIZATIONTHE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE. THE CONTRACTOR SHALL FOLLOW THE PROCEDURE DESCRIBED BY PART1.5(H) WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE.1.ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS MUST BE STABILIZED BY A UNIFORM PERENNIALVEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER APPROVED EQUIVALENT MEANSNECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND;a.ALL DRAINAGE DITCHES, CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER CONSTRUCTION IS COMPLETE, MUST BE STABILIZED TOPRECLUDE EROSION;b.ALL TEMPORARY SYNTHETIC, AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE REMOVED AS PART OF THESITE FINAL STABILIZATION.c.THE CONTRACTOR MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BEUSED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACKINTO THE BASIN, CONVEYANCES OR DRAINAGE WAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENTBASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY.3.5CLEAN UPA.REMOVE TEMPORARY MEASURES AFTER PERMANENT MEASURES HAVE BEEN INSTALLED.B.CLEAN OUT TEMPORARY SEDIMENT CONTROL STRUCTURES THAT ARE TO REMAIN AS PERMANENT MEASURES.2.C.WHERE REMOVAL OF TEMPORARY MEASURES WOULD LEAVE EXPOSED SOIL, SHAPE SURFACE TO AN ACCEPTABLE GRADE AND FINISH TOMATCH ADJACENT GROUND SURFACES.PERMANENT STORMWATER MANAGEMENT SYSTEMTHE PERMITTEE(S) SHALL DESIGN THE PROJECT SO THAT ALL STORMWATER DISCHARGED FROM THE PROJECT DURING AND AFTER CONSTRUCTIONACTIVITIES DOES NOT CAUSE A VIOLATION OF STATE WATER QUALITY STANDARDS, INCLUDING NUISANCE CONDITIONS, EROSION IN RECEIVINGCHANNELS OR ON DOWNSLOPE PROPERTIES, OR A SIGNIFICANT ADVERSE IMPACT TO WETLANDS CAUSED BY INUNDATION OR DECREASE OF FLOW.THE PERMITTEE(S) SHALL CONSTRUCT A PERMANENT STORMWATER MANAGEMENT SYSTEM MEETING THE REQUIREMENTS OF THIS PART, OR IFTHE PROJECT IS LOCATED IN A JURISDICTION SUBJECT TO A NPDES/SDS MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) PERMIT AND THATPERMIT HAS ESTABLISHED PERMANENT TREATMENT REQUIREMENTS THAT INCLUDE VOLUME REDUCTION, THE PERMITTEE(S) CAN COMPLY WITHTHE PERMANENT TREATMENT REQUIREMENTS ESTABLISHED UNDER THE MS4 PERMIT IN LIEU OF THE PERMANENT TREATMENT REQUIREMENTSOF THIS PERMITBMP QUANTITIES1 EA.DANDY BAG INLET PROTECTION250 LFSWP-CI (BIG RED) OR APPROVED EQUAL720 LFSILT FENCE (PER CITY DETAIL 5300)1 EA.ROCK CONSTRUCTION ENTRANCE (PER CITY DETAIL 5301)2 EA.CATCH BASIN SEDIMENT TRAP (PER CITY DETAIL 5302A)2 EA.TEMPORARY SILT FENCE INLET PROTECTIONCONTACTSCIVIL ENGINEERCEI ENGINEERING ASSOCIATES INC.ALAN CATCHPOOL, PE2025 CENTRE POINTE BLVD,SUITE 210MENDOTA HEIGHTS, MN 55120651-452-8960acatchpool@ceieng.comDEVELOPERPANERA, LLCBRIAN BARNARDSR. DEVELOPMENT PROJECT MANAGE3630 SOUTH GEYER ROAD, SUITE 100ST. LOUIS, MO 63127314-984-2609CONTRACTORT.B.D PANERABREADF.F.E.= 949.606''SS6''SSGASGAS6''W6''W6''W6''W6''W6''W6''W6''WEUGE&TUGE&TUGEUGTGFDCW12"14"18"15"24"10"18"SP10"SP8"SP8"SP8"12"WEST 79TH STREET(PUBLIC BITUMINOUS STREET)SSSSSSSSWATERWATERWATERWATERSSSSSSSSSSSSSSSSWATERWATERWATERWATERWATERWATERSS10" CIP (PER PLAN)10" PVC (PER PLAN)6" PVCSANITARY SERV.(PER PLAN)(PER FIELD MARKS)?" RCP (CAN'T SEE)UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGEGASUGEUGEUGEUGEUGEUGEUGEPROJ. BM #1TNH = 851.71SMHRIM=949.3INV=939.7CBRIM=948.2INV=944.7CBRIM=947.0FL=946.8INV=943.918" RCPCBRIM=947.0INV=943.0CBRIM=947.5INV=944.5(SNOW PACKED)CBRIM=947.5INV=944.4(SNOW PACKED)CBRIM=947.8INV=943.8(SNOW PACKED)FESINV=945.6CBRIM=949 .2INV=945.4CBRIM=949.1INV=945.6?" RCP (CAN'T SEE)BITUMINOUS SURFACECONCRETE WALKCONCRETE WALKCONC.WALKUG TELEPHONE (PER F IELD MARK INGS)UG ELECTRIC (PER FIELD MARKINGS)UG FIBER (PER FIELD MARKINGS)UG ELECTRIC (PER FIELD MARKINGS)SMHRIM=950.9INV=938.910" CIP (PER PLAN)10" PVC (PER PLAN)TPTPTPSTATE HIGHWAY 5DRAINRIM=949.3INV=948.2DRAINRIM=948.76" PVC=947.4DRAINRIM=950.3INV=949.2DRAINRIM=951.0INV=950.0DRAINRIM=948.76" PVC=947.3CBRIM=948.4DRAINRIM=948.26" PVC=947.1CBRIM=948.4DRAINRIM=948.2DRAINRIM=948.1INV=947.0DRAINRIM=948.0INV=946.9DRAINRIM=948.1INV=947.018" CBRIM=948.6INV S =946.9INV NW=846.6INV E = 846.18" PVC10" PVC8" PVCDRAINRIM=948.3INV=947.218" RCP F.E.S.INV=945.718" CBRIM=948.9INV=944.5CBRIM=948.7TRENCH DRAINTRENCH DRAIN(COVERED W/ GRATE)TRENCH DRAIN(COVERED W/ GRATE)GRATED22A22K22X22Y23EINV=941.1023HINV IN=941.11INV OUT=941.1124A24D26A27A27B27C31A31A31A31A23J31AINV=939.98(ASSUMED)9 LF 6" PVC@ 4.96%9 LF 6" PVC@ 0.87%37 LF 6" PVC@ 0.87%40CINV=941.0240CINV=941.1540CINV=940.7053 LF 6" PVC@ 0.87%40CINV=940.2430 LF 6" PVC@ 0.87%91 LF 6" DIP8' MIN. COVER138 LF 6" DIP8' MIN. COVER22I6"22G6"22G6"22L76A82 LF 6" DIP8' MIN. COVER12 LF 6" DIP8' MIN. COVER22A31A22G6"22 LF 6" DIP8' MIN. COVER13 LF 6" DIP8' MIN. COVER76BINITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C7REV-011/30/17UTILITY PLAN(651) 452-1149PH: (651) 452-8960MENDOTA HEIGHTS, MN 551202025 CENTRE POINTE BLVD., SUITE 210PATPATALCALC11/8/1730072531 W. 79TH STREETMNCHANHASSEN,PANERA BREAD020'30'40'SCALE IN FEETKnow what'sbelow.Callbefore you dig.NOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.EXISTING LEGENDUGEFOCOHEGASUGTUGTVWATERSSXXUNDERGROUND ELECTRICUNDERGROUND CABLE TVUNDERGROUND FIBER OPTICUNDERGROUND TELEPHONEOVERHEAD UTILITYUNDERGROUND GASSANITARY SEWERSTORM SEWERWATERMAINFENCECURB [TYPICAL]CONTOURSFOUND MONUMENTSET 1/2" IRON PIPEMARKED RLS NO. 25718CABLE TV PEDESTALAIR CONDITIONERELECTRIC MANHOLEELECTRIC METERELECTRIC PEDESTALELECTRIC TRANSFORMERLIGHT POLEGUY WIREPOWER POLEGAS MANHOLEGAS METERTELEPHONE MANHOLETELEPHONE PEDESTALSANITARY CLEANOUTSANITARY MANHOLECATCH BASINSTORM DRAINFLARED END SECTIONSTORM MANHOLEFIRE DEPT. CONNECTIONHYDRANTCURB STOPWATER WELLWATER MANHOLEWATER METERPOST INDICATOR VALVEWATER VALVEBOLLARDFLAG POLEMAIL BOXTRAFFIC SIGNUNKNOWN MANHOLESOIL BORINGSPOT ELEVATIONTRAFFIC SIGNALCONIFEROUS TREEDECIDUOUS TREE948SITE BENCHMARKELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOTGEODETIC WEBSITE. SURVEY DISK 1002 W WITH AN ELEVATION OF 954.9WAS USED TO ESTABLISH VERTICAL CONTROL.(BM#1: TOP NUT OF FIRE HYDRANT. ELEVATION=851.71)PROPOSEDX"GX"SSUGEUGE&TUGTX"WGENERAL UTILITY NOTESA. ALL WATER SERVICE LINES SHALL BE CLASS 52 DUCTILE IRON PIPE WITH 8' MIN. COVER.B. ALL SANITARY SEWER LINES SHALL BE SDR 35 PVC WITH 8' MIN. COVER.C. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ADJACENT PROPERTYOWNERS.D. ALL ELECTRIC, TELEPHONE AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THEAPPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THEDESIGNATED UTILITY COMPANIES.E. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL WRITTEN APPROVAL HAS BEEN RECEIVEDBY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED BY THEENGINEER.F. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANYOF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTIONAND ALL UTILITY CROSSINGS AND INFORM CEI ENGINEERING AND THE OWNER/DEVELOPER OF ANY CONFLICT ORREQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TOCONSTRUCTION. CEI ENGINEERING AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THECONTRACTOR FAILS TO MAKE SUCH NOTIFICATION.G. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN SPECIFICATIONS: ALL WATER LINEFITTINGS SHALL BE INSTALLED WITH THRUST BLOCKING PER DETAIL 31C. ALL WATER LINE PIPE BEDDING SHALL BEINSTALLED PER DETAIL 42A. ALL SANITARY SEWER PIPE BEDDING SHALL BE INSTALLED PER DETAIL 42B.PROPERTY LINE/RIGHT OF WAY LINESTORM DRAINGAS SERVICESANITARY SEWER SERVICEUNDERGROUND ELECTRIC SERVICEUNDERGROUND ELECTRIC AND TELEPHONE SERVICEUNDERGROUND TELEPHONE SERVICEWATER SERVICEUTILITY NOTESUTILITY DETAILS22APOINT OF CONNECTION - WATER SERVICE (PER LOCAL CODES).22G90 DEGREE M.J. BEND WITH THRUST BLOCKING (SEE SIZES THIS SHEET).22I22-1/2 DEGREE M.J. BEND WITH THRUST BLOCKING (SEE SIZES THIS SHEET).22KSPRINKLER ENTRY PER ARCH. PLANS (SEE SIZES THIS SHEET).22LMETERED DOMESTIC WATER SERVICE ENTRY PER ARCH. PLANS (SEE SIZES THIS SHEET).22XINTERIOR WATER METER (PER LOCAL CODES).22YINTERIOR BACK FLOW PREVENTER (PER PLUMBING PLANS).23ESANITARY SEWER SERVICE ENTRY (PER PLUMBING PLANS).23H1,000 GALLON GREASE TRAP WITH CLEAN-OUT (PER PLUMBING PLANS).23JCONNECT TO EXISTING SANITARY SEWER MANHOLE.24APOINT OF CONNECTION FOR ELECTRICAL SERVICE (PER ELECTRIC COMPANYREQUIREMENTS).24DPROPOSED ELECTRIC TRANSFORMER.26APOINT OF CONNECTION FOR UNDERGROUND TELEPHONE (PER TELEPHONE COMPANYREQUIREMENTS).27APOINT OF CONNECTION FOR GAS SERVICE (PER LOCAL GAS COMPANY REQUIREMENTS).27BGAS SERVICE PER LOCAL GAS COMPANY.27CPROPOSED GAS METER.31ALOCATION FOR THIS UTILITY AS SHOWN IS FOR DRAWING PURPOSES ONLY. CONTRACTORSHALL VERIFY THE EXACT LOCATION IN FIELD PRIOR TO THE CONSTRUCTION OF THEPROPOSED UTILITY LINE TO BE CONNECTED. CONTRACTOR SHALL NOTIFY CEIENGINEERING IF THE DESIGN AS SHOWN IS NOT ACHIEVABLE.76AFIRE DEPARTMENT CONNECTION (PER PLUMBING PLANS).40CSANITARY SEWER CLEAN-OUT76BTYPICAL HYDRANT INSTALLATION (PER CITY DETAIL 1004). THRU DRIVEPANERABREADF.F.E.= 949.606''SS6''SSGASGAS6''W6''W6''W6''W6''W6''W6''W6''WEUGE&TUGE&TUGEGFDCW12"14"18"15"24"10"18"SP10"SP8"SP8"SP8"12"Z A M O R A D D I T I O NBLOCK 13WEST 79TH STREET(PUBLIC BITUMINOUS STREET)SSSSSSSSWATERWATERWATERWATERSSSSSSSSSSSSSSSSWATERWATERWATERWATERWATERWATERSS10" CIP (PER PLAN)10" PVC (PER PLAN)6" PVCSANITARY SERV.(PER PLAN)(PER FIELD MARKS)?" RCP (CAN'T SEE)UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGEGASUGEUGEUGEUGEUGEUGEUGEPROJ. BM #1TNH = 851.71SMHRIM=949.3INV=939.7CBRIM=948.2INV=944.7CBRIM=947.0FL=946.8INV=943.918" RCPCBRIM=947.0INV=943.0CBRIM=947.5INV=944.5(SNOW PACKED)CBRIM=947.5INV=944.4(SNOW PACKED)CBRIM=947.8INV=943.8(SNOW PACKED)FESINV=945.6CBRIM=949 .2INV=945.4CBRIM=949.1INV=945.6?" RCP (CAN'T SEE)BITUMINOUS SURFACECONCRETE WALKCONCRETE WALKCONC.WALKUG TELEPHONE (PER F IELD MARK INGS)UG ELECTRIC (PER FIELD MARKINGS)UG FIBER (PER FIELD MARKINGS)UG ELECTRIC (PER FIELD MARKINGS)10" CIP (PER PLAN)10" PVC (PER PLAN)DRAINAGE AND UTILITY EASEMENT PER ZAMOR ADDITION AND PERDRAINAGE AND UTILITY EASEMENT PER AND FRONTIER DEVELOPMENT PARKAPPROX. LOCATION PROTECTED DRIVE PER SITE PLAN SKETCH IN DOC. NO. 633291PER STORM/DRAINAGE EASEMENT PER BK 126 DEEDS PG 3-4771010MINNESOTA DEPARTMENT OF TRANSPORTATIONRIGHT OF WAY PLAT NO. 10-3PARCEL 208AACCESS RESTRICTION PER DOC. NOS.157032 AND 122284 (MNDOT ROW PLAT)TPTPTPSTATE HIGHWAY 5F R O N T I E R D E V E L O P M E N TP A R KLDRAINRIM=949.3INV=948.2DRAINRIM=948.76" PVC=947.4DRAINRIM=950.3INV=949.2DRAINRIM=951.0INV=950.0DRAINRIM=948.76" PVC=947.3CBRIM=948.4DRAINRIM=948.26" PVC=947.1CBRIM=948.4DRAINRIM=948.2DRAINRIM=948.1INV=947.0DRAINRIM=948.0INV=946.9DRAINRIM=948.1INV=947.018" CBRIM=948.6INV S =946.9INV NW=846.6INV E = 846.18" PVC10" PVC8" PVCDRAINRIM=948.3INV=947.218" RCP F.E.S.INV=945.718" CBRIM=948.9INV=944.5CBRIM=948.7TRENCH DRAINTRENCH DRAIN(COVERED W/ GRATE)TRENCH DRAIN(COVERED W/ GRATE)GRATED25' BUILDING SETBACK25' BUILDING SETBACK10' BUILDING SETBACK 10' BUILDING SETBACK 50A(TYP)50B(TYP)50A(TYP)50B(TYP)50A(TYP)50B(TYP)50A50A50A50A50A50A50A50A50AINITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C8REV-011/30/17LANDSCAPE PLAN(651) 452-1149PH: (651) 452-8960MENDOTA HEIGHTS, MN 551202025 CENTRE POINTE BLVD., SUITE 210PATPATALCALC11/29/1730072531 W. 79TH STREETMNCHANHASSEN,PANERA BREAD020'30'40'SCALE IN FEETSITE BENCHMARKELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOTGEODETIC WEBSITE. SURVEY DISK 1002 W WITH AN ELEVATION OF 954.9WAS USED TO ESTABLISH VERTICAL CONTROL.(BM#1: TOP NUT OF FIRE HYDRANT. ELEVATION=851.71)Know what'sbelow.Callbefore you dig.NOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.EXISTING LEGENDUGEFOCOHEGASUGTUGTVWATERSSXXUNDERGROUND ELECTRICUNDERGROUND CABLE TVUNDERGROUND FIBER OPTICUNDERGROUND TELEPHONEOVERHEAD UTILITYUNDERGROUND GASSANITARY SEWERSTORM SEWERWATERMAINFENCECURB [TYPICAL]CONTOURSFOUND MONUMENTSET 1/2" IRON PIPEMARKED RLS NO. 25718CABLE TV PEDESTALAIR CONDITIONERELECTRIC MANHOLEELECTRIC METERELECTRIC PEDESTALELECTRIC TRANSFORMERLIGHT POLEGUY WIREPOWER POLEGAS MANHOLEGAS METERTELEPHONE MANHOLETELEPHONE PEDESTALSANITARY CLEANOUTSANITARY MANHOLECATCH BASINSTORM DRAINFLARED END SECTIONSTORM MANHOLEFIRE DEPT. CONNECTIONHYDRANTCURB STOPWATER WELLWATER MANHOLEWATER METERPOST INDICATOR VALVEWATER VALVEBOLLARDFLAG POLEMAIL BOXTRAFFIC SIGNUNKNOWN MANHOLESOIL BORINGSPOT ELEVATIONTRAFFIC SIGNALCONIFEROUS TREEDECIDUOUS TREE948SITE CALCULATIONSZONING:BHTOTAL SITE AREA:63,153 SF \ 1.45 ACNUMBER OF REGULAR PARKING STALLS:48NUMBER OF ACCESSIBLE PARKING STALLS:3TOTAL PARKING STALLS:51EXIST. TREES TO BE PRESERVED:8EXIST. TREES TO BE REMOVED:8ORDINANCE LANDSCAPE REQUIREMENTSBUFFER YARD:BUFFER YARD 'B' - 2 CANOPY TREES, 4 UNDERSTORY TREES, 6 SHRUBS/100 LF OF BUFFER YARD (ALONG HYW 5 - 250')BUFFER YARD 'C' - 3 CANOPY TREES, 6 UNDERSTORY TREES, 9 SHRUBS/100 LF OF BUFFER YARD (ALONG WEST PROPERTY LINE - 207')MATERIALREQUIREDPROVIDEDBUFFER YARD 'B'CANOPY TREES 52 (INSUFFICIENT SPACE FOR ADDITIONAL TREES DUE TO DRAINAGE/UTILITY EASEMENT & BASIN)UNDERSTORY TREES 100 (INSUFFICIENT SPACE FOR ADDITIONAL TREES DUE TO DRAINAGE/UTILITY EASEMENT & BASIN)SHRUBS 1543BUFFER YARD 'C'CANOPY TREES 66UNDERSTORY TREES 1212SHRUBS 1941INTERIOR LANDSCAPING FOR VEHICULAR USE AREASFOR EACH 100 SQUARE FEET, OR FRACTION THEREOF, OF VEHICULAR USE AREA, 8 SQUARE FEET OFLANDSCAPED AREA SHALL BE PROVIDED.A MINIMUM OF 1 TREE SHALL BE REQUIRED FOR EACH 250 SQUARE FEET, OR FRACTION THEREOF, OFREQUIRED LANDSCAPE AREA.34,460 SF OF VEHICULAR USE AREA / 100 = 344.6 X 8 = 2,757 SF OF INTERIOR LANDSCAPE AREA REQUIRED3,195 SF OF INTERIOR LANDSCAPE AREA PROVIDED.2,757 SF OF INTERIOR LANDSCAPE AREA / 250 = 11 TREES REQUIREDMATERIALREQUIREDPROVIDEDTREES 11 14FOUNDATION AND AESTHETIC PLANTINGSA MINIMUM OF 1 TREE FOR EVERY 30 FEET OF FRONTAGE IS REQUIRED. (ALONG W. 79TH STREET)189 LF / 30 = 6.3 = 6 TREES REQUIREDMATERIALREQUIREDPROVIDEDTREES 6 9 (4 NEW + 5 EXISTING)PROPOSED LEGENDSHRUB PLANTINGTREE PLANTINGLANDSCAPE DETAILSC.ALL LANDSCAPE MATERIALS SHALL BE IN COMPLIANCE WITH THE GRADESAND STANDARDS FOR NURSERY PLANTS, AND SHALL CONFORM TO Mn/DOT SPECIFICATIONSE.ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OFTHE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.F.MAINTAIN 5' MIN. HORIZONTAL SEPARATION BETWEEN TREE PLANTINGS ANDALL UTILITIES.G.A FULLY DESIGNED IRRIGATION SYSTEM SHALL BE DESIGNED ANDINSTALLED BY IRRIGATION CONTRACTOR. IRRIGATION DESIGNER SHALL BERESPONSIBLE FOR SIZING AND SPECIFYING BACKFLOW PREVENTER INACCORDANCE WITH LOCAL CODES.H.CONFIRM HEALTH OF TREES IN THE EXISTING PARKING LOT ISLANDS, REPLACEAS NEEDED.GENERAL LANDSCAPE NOTESA. LOCATE ALL UTILITIES AND SITE LIGHTING CONDUITS BEFORE LANDSCAPE CONSTRUCTION BEGINS.B.NOTIFY LANDSCAPE ARCHITECT OR DESIGNATED REPRESENTATIVE OFANY LAYOUT DISCREPANCIES PRIOR TO ANY PLANTING.KENTUCKY BLUE GRASS SOLID SOD OVER 4" CLEAN TOPSOILTREE LISTBOTANICAL NAMEKEYQTYCOMMON NAME/ROOTSIZEREMARKSBetula nigraRIVER BIRCHRB22" CAL.PLANT AS SHOWNB&BSYBPLANTREE WRAPBACKFILL MIXPAINTED FLUORESCENT ORANGECOVERED W/2-PLY RUBBER HOSEWHITE FLAGGING (TYP.)DOUBLE STRAND 12 GAUGE WIRE8" 2-PLY RUBBER HOSE8' STEEL TEE POST‐ 3 REQUIRED AT 120°4 INCHES MULCHFROM TOP 1/3 OF THE BALLREMOVE BURLAP & ROPEUNDISTURBED SUBSOIL4 INCH DEEP SAUCERNOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.6" 2'(MIN.)TREE PLANTINGN.T.S.12"6"50AAcer x freemani 'Jeffersred'AUTUMN MAPLE BLAZEAMB3PLANT AS SHOWNB&B37PLANT AS SHOWNPLANT AS SHOWNPLANT AS SHOWNPLANT AS SHOWNMalus x 'Spring Snow''SPRING SNOW' CRABAPPLECA13B&BAmelanchier x grandiflora'AUTUMN BRILLIANCE' SERVICEBERRYBSB10B&BJuniperus scopulorum 'blue arrow''BLUE ARROW' JUNIPER TREEBA46' HEIGHT6" B&BPicea pungens glaucaSPRUCE - COLORADOSCB36' HEIGHT6" B&B2" CAL.1.5" CAL.1.5" CAL.SHRUB LISTBOTANICAL NAMEKEYQTYCOMMON NAME/ROOTSIZEREMARKSSYBKF591 GALCONT.KARL FOERSTER - REED GRASSCalamagrostis x Acutiflora 'Karl Foerster'PLANT AS SHOWN275RS351 GALCONT.RUSSIAN SAGEPLANT AS SHOWNPerovskia atriplicifoliaLL9CONT.LITTLE LIME HYDRANGEAHydrangea paniculata 'Little Lime'PLANT AS SHOWNBES441 GALCONT.BLACK EYED SUSANRudbeckia hirtaPLANT AS SHOWN1 GAL2'(MIN.)12"( SEE LANDSCAPE NOTES UNDISTURBED SUBSOILBACKFILL MIX4 INCHES MULCHFOR TYPE OF MULCH )6"& ROPE FROM TOP 1/3 OF BALL. REMOVERUNGS FROM TOP AND HALF-WAY IF SHRUB IS B & B, THEN REMOVE BURLAP50BSHRUB PLANTINGN.T.S.WEED MAT (ONLY IFSHRUB IS WITHIN APLANTING BED)NOTE: THE ACCEPTED PLANTING DETAIL MUST BE ADHERED TO BY THE LANDSCAPE INSTALLER.DOWN SIDES OF WIRE BASKET ONANY B&B MATERIAL BEFORE BACKFILLING.Quercur rubraNORTHERN RED OAKNRO22" CAL.PLANT AS SHOWNB&BMF481 GALCONT.MISCANTHUS 'FLAME' GRASSMiscanthus sinensis 'Purpurascens'PLANT AS SHOWNDBB591 GALCONT.DWARF BURNING BUSHEuonymus alatus 'Compactus'PLANT AS SHOWNGMS211 GALCONT.GOLD MOUND SPIREASpirea joponica 'Goldmound'PLANT AS SHOWNMDOT WETLAND SEED MIX 35-2414" HARD SHREDDED MULCH OVER LANDSCAPE FABRICLANDSCAPE NOTES50ASTEEL EDGING. INITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C9REV-011/30/17DETAIL SHEET 1(651) 452-1149Ph: (651) 452-8960Mendota Heights, MN 551202025 Centre Pointe Blvd., Suite 210PATPATALCALC11/30/1730072531 W. 79th STREETMNCHANHASSENPANERA BREAD17" MAX.24" MAX.12" 6"6"18" MIN.11" MIN.BACK OF CURB FACE OF CURB 1"6"01ATYPE "A" CONCRETECURB AND GUTTERN.T.S.NOTE:GUTTER SLOPE TO MATCH ADJACENTPAVEMENT, TRAVERSE ANDLONGITUDINAL.3,500 P.S.I. P.C.CONCRETESEE PAVING DETAILS FORPAVEMENT SECTIONS,SUBBASE, SUBGRADE ANDCOMPACTION REQUIREMENTS.CONCRETE SIDEWALKN.T.S.A PLAN VIEWSECTION A-AB B WHEN BORDERING PAVEMENTSECTION OF SIDEWALKSECTION B-B03DA SEE SITE PLAN6" 6"CJEJCJCJCJCJEJCJCDEC: SEE SITE PLAND: D=CE: E=Cx51/2" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED@ 25' O.C. MAX. EXTEND JOINT FILLER FULL DEPTH OFSIDEWALKNOTES:1.REQUIRED REINFORCEMENT WILL BE No. 3 BARS 24" O.C. EACH WAY MAX.SPACING, OR 6 x 6 - W1.4 X W1.4 WWF.2.INSTALL 1/2" EXPANSION JOINT MATERIAL AT AREAS WERE PROPOSEDSIDEWALK ABUTTS EXISTING SIDEWALK, CURBS, AND OR STRUCTURE.(JOINT MAT'L. TO MEET ASTM D994 OR D1751)3.ALL SIDEWALKS WITHIN CITY RIGHT-OF-WAY SHALL BE NON-REINFORCED.4" AGGREGATE BASE COURSE COMPACTED TO 90% STD.PROCTOR (TYP) EXTEND 6" FROM EACH SIDE OF WALK.4" (TYP)SAW CUT ORTOOLED JOINT(TYP)3500 PSI PCCONCRETEDRIVESURFACE1/2"R(TYP)SLOPE 2% MAXTOWARD DRIVE3500 PSI PCCONCRETE1/2"R(TYP)2" (TYP)2" (TYP)6"TYP4" (TYP)SLOPE 2% MAXPAINTED TRAFFIC YELLOW1. ALL PIPES SHALL BECSYM. ABOUT L 2'-0"6'-6"3'-0"1'-6"PAVEMENT ORFINISHED GRADEFILL POST w/ CONCRETE8" SCH. 40 STEEL PIPEFOR SINGLE POSTS6" SCH. 40 STEEL PIPEWHEN IN GROUPSNOTES:CONCRETE1"4" MIN. WHEN IN GROUPSCOMPRESSIVE STRENGTH2. CONCRETE TO BE 4000 PSIAT 28 DAYSSLOPE TOP OF CONCRETE05AGUARD POST N.T.S.40'20'40'20'40'20'38'19'38'19'38'19'10'9'9.5'10'9.5'9'36'18'10'36'18'9.5'36'18'9'CBA6 0 °STRIPEEDGE OFEDGE OFSTRIPESTANDARD 90° PARKING SPACEDIMENSION CHART90°NOTE: SEE SITE PLAN FOR TOTAL LAYOUTCB ASEE SITE PLANVARIES;VARIES; SEE SITE PLANSTRIPING 2'-0" O.C.4" TRAFFIC YELLOW(TYP.)4" TRAFFIC YELLOWSTRIPING (TYP.)09B90° PARKINGSPACE STRIPINGN.T.S.NOTE: ALL DIMENSIONS ARE TO ℄ OF STRIPEUNLESS OTHERWISE INDICATED8'8'8'8'20'40'19'38'36'18'8'8'DCBASTRIPEEDGE OFEDGE OFSTRIPEDIMENSION CHARTBACCESS AISLES SHOULD BE PLACED ON THE PASSENGER SIDE OF A VAN SPACEVANVANVAN6.5'VAN"VAN" IN 12"HIGH LETTERS,TRAFFIC YELLOW8' MIN.VARIES;90° (TYP.)SIGNSEE SITE PLANNOTE: SEE SITE PLAN FOR TOTAL LAYOUTSTANDARD90° SPACES(SEE DETAIL 9B)STRIPING 2'-0" O.C.4" TRAFFIC YELLOW(TYP.)4" TRAFFIC YELLOWSTRIPING (TYP.)DAVARIES;C7'VARIES; SEE SITE PLAN2.5'R6"LC(TYP.)09L90° VAN ACCESSIBLEPARKING SPACE STRIPINGN.T.S.NOTE: ALL DIMENSIONS ARE TO ℄ OF STRIPEUNLESS OTHERWISE INDICATED1'-6"GROUND/PAVINGSURFACEP.C. CONCRETE3500 P.S.I.W/ CONCRETE.OF CONCRETESLOPE TOPTRAFFIC YELLOW, FILLED6" PIPE BOLLARD PAINTEDTHIS SIGN TYPICAL ATWORDING AS REQUIREDPOST (2-lbs./ft.)"U"-CHANNELALL VAN ACCESSIBLEPARKING SPACESPENALTY SIGN WITHBY STATE OR LOCAL LAWTHIS SIGN TYPICAL ATALL ACCESSIBLE PARKINGSPACES7'-0" (Min.) 3'-0" (MIN) 2'-0"3"ACCESSIBLEVAN12" X 9"12" X 6"PARKINGRESERVEDR7-8VARIES09SACCESSIBLE / VAN ACCESSIBLEPARKING SIGNN.T.S.NOTES:3.0'1'R4"3.4'LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN"LETTERING. WHERE INDICATED "VAN" LETTERING SHALL BE WHITE 12" HIGHLETTERING CENTERED ON THE STALL. ALL STRIPING SHALL BE WHITE. THEINSIDE AREA OF THE SYMBOL SHALL BE BLUE.N.T.S.ACCESSIBLE PARKING SYMBOL09U4.0'4.33'(TYPICAL)3'-0"3"2'-0" 7'-0"1'-6"WHEN SIGN IS IN PAVED AREAS,USE 4" PIPE BOLLARD FILLEDW/ CONCRETEAND PAINTED 3,500 PSI PCCONCRETE(3 lbs./ft.)"U"-CHANNEL POSTHERESIGNMOUNTTRAFFIC YELLOWOF CONCRETESLOPE TOP7-0" (SECONDARY SIGNAGE, IF NEEDED)ALL SIGNS SHOULD COMPLY WITH U.S. DEPARTMENT OFTRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OFUNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED.MOUNT SIGNS IN ACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS.12FSIGN BASEN.T.S.CROSSWALK STRIPINGPLANAMAX.8.33%SEE SITE PLAN2%MAX.SEE NOTE 1(IF SHOWN ON PLANS)ASLOPEBEGINSIDEWALKPAVED AREACONCRETE CURBCONCRETE CURBWHEELCHAIR RAMP IN SIDEWALK AT DRIVEWAYCURB RETURN WITH SIDE CURB 70EMAX.2%5' MINCROSSWALK NOTES:4"2% MAX.ROUNDEDTOP OF RAMPMIN.5'SECTION A-A8.33% MAX.SEE SITE PLAN LANDINGN.T.S.CONCRETE CURBCONCRETE CURBCENTER OF CURB RETURNOF RAMP WHEN LOCATED IN THE USE BROOM FINISH ON SLOPING PORTIONTHE SURFACE OF RAMP SHALL HAVE A TRANSVERSEBROOMED SURFACE TEXTURETHE BOTTOM OF THE RAMP CONSTRUCT PER A.D.A. SHALL HAVE A MAXIMUM3.2.1.ROUGHER THAN THE SURROUNDING SIDEWALK.OF A 1/4" LIP.STANDARDS.P.C. CONC.12"08ASTANDARD DUTYASPHALT PAVINGN.T.S.P.C. CONC.12"08BHEAVY DUTYASPHALT PAVINGN.T.S.P.C. CONC.12"08CHEAVY DUTYCONCRETE PAVINGN.T.S.2. HAUNCHING SHALL BE WORKED AROUND THE PIPE BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS I-A OR CLASS I-B OR CLASS II COMPACTED TO 85% PROCTOR. SPECIFICATIONS) REGULATIONS AND LOCAL ORDINANCES. (SEE SUPPORTED IN COMPLIANCE WITH OSHA SHORED, SHEETED, BRACED, OR OTHERWISE10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, LARGER THAN 3". FREE OF DEBRIS, ORGANICS AND ROCKS9. FILL SALVAGED FROM EXCAVATION SHALL BE OPTIMUM MOISTURE CONTENT. MATERIALS SHALL BE COMPACTED NEAR WITH ASTM D 698. CLASS III AND IV-A MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE8. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D 2321-89.7. ALL MATERIALS ARE CLASSIFIED IN PROCTOR. BE CLASS IV-A COMPACTED TO 95% STANDARD6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN III COMPACTED AS NOTED IN NOTES 3. AND 4.5. FINAL BACKFILL SHALL BE CLASS I, II, OR STANDARD PROCTOR. CAN BE CLASS III COMPACTED TO 90%4. INITIAL BACKFILL NOT UNDER PAVED AREAS COMPACTED TO 85% STANDARD PROCTOR. WORKED BY HAND, OR CLASS I-B OR CLASS II3. INITIAL BACKFILL SHALL BE CLASS I-A SPECIFICATIONS FOR GRADATION) COMPACTED TO 85% STANDARD PROCTOR. (SEE THEN BEDDING SHALL BE CLASS I-B HAND. IF GROUNDWATER IS ANTICIPATED,1. BEDDING SHALL BE CLASS I-A WORKED BYGENERAL NOTESFINALBACKFILL12" MIN18" MAX.12" MIN.18" MAX.UNDISTURBEDFILLPIPE SPRINGCOMPACTEDEARTH ORWO.D.(MIN.)INITIAL HAUNCHING4" BEDDING BACKFILL4"LINE6"MIN.EARTH ORUNDISTURBEDCOMPACTEDFILLBACKFILL(MIN.)4"18" MAX.18" MAX.4" BEDDING FINAL12" MINO.D.W12" MIN.STORM SEWERTRENCH AND BEDDINGN.T.S.28AFLEXIBLE PIPEN.T.S.28ARIGID PIPEN.T.S.2. HAUNCHING SHALL BE WORKED AROUND THE PIPE BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS I-A OR CLASS I-B OR CLASS II COMPACTED TO 85% PROCTOR. SPECIFICATIONS) REGULATIONS AND LOCAL ORDINANCES. (SEE SUPPORTED IN COMPLIANCE WITH OSHA SHORED, SHEETED, BRACED, OR OTHERWISE10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, LARGER THAN 3". FREE OF DEBRIS, ORGANICS AND ROCKS9. FILL SALVAGED FROM EXCAVATION SHALL BE OPTIMUM MOISTURE CONTENT. MATERIALS SHALL BE COMPACTED NEAR WITH ASTM D 698. CLASS III AND IV-A MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE8. ALL MATERIALS SHALL BE INSTALLED IN WITH ASTM D 2321, LATEST EDITION.7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE PROCTOR. BE CLASS IV-A COMPACTED TO 95% STANDARD6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN III COMPACTED AS NOTED IN NOTES 3. AND 45. FINAL BACKFILL SHALL BE CLASS I, II, OR STANDARD PROCTOR. CAN BE CLASS III COMPACTED TO 90%4. INITIAL BACKFILL NOT UNDER PAVED AREAS COMPACTED TO 85% STANDARD PROCTOR. WORKED BY HAND, OR CLASS I-B OR CLASS II3. INITIAL BACKFILL SHALL BE CLASS I-A SPECIFICATIONS FOR GRADATION) COMPACTED TO 85% STANDARD PROCTOR. (SEE THEN BEDDING SHALL BE CLASS I-B HAND. IF GROUNDWATER IS ANTICIPATED,1. BEDDING SHALL BE CLASS I-A WORKED BYGENERAL NOTESMIN.6"WATER LINE& FORCE MAINN.T.S.LINEBACKFILL4" BEDDING (MIN.),HAUNCHINGINITIAL 6" IN ROCK CUTSSPRINGPIPE BACKFILLFINALFINALBACKFILL12"MIN18" MAX.12"MIN.18" MAX.UNDISTURBEDFILLPIPE SPRINGCOMPACTEDEARTH ORWO.D.INITIAL HAUNCHINGBACKFILLLINESANITARY SEWERN.T.S.6"MIN.EARTH ORCOMPACTEDFILLUNDISTURBED42A42B6" IN ROCK CUTS4" BEDDING (MIN.),12"MIN18" MAX.12"MIN.18" MAX.WO.D.SANITARY SEWER AND WATER LINETRENCHING AND BEDDINGN.T.S.SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION(MIN.)DOES NOT CONTINUEPLUG WYE IF SERVICE LATERALW/ LETTERS "C.O." CASTHEAVY DUTY COVERGRADE SURFACE AWAYSIZE OF RISER PIPE PER LOCAL CODES4" MIN. 2500 PSI P.C.CONCRETE COLLAR1" IN GRASSY AREA10"DIRECTION OF FLOWWYEFROM CLEAN OUTCRUSHED STONE PER LOCAL CODESNOTE: SEE APPLICABLE DETAILFOR BACKFILL AND BEDDING12"12"45° BENDTHREADED PVC CLEANOUT PLUGADJUSTABLE HEAD0" IN PAVED AREAINSTRUCTIONS.40CSANITARY SEWERCLEAN-OUTN.T.S.EXISTING SUBGRADE8" MNDOT 3138 CLASSFIVE BASE AGGREGATE2" 2360 TYPE SPNWB30BITUMINOUS NON-WEAR COURSEEXISTING SUBGRADE8" MNDOT 3138 CLASSFIVE BASE AGGREGATE6" 4000 PSI P.C.C.CONCRETE WITH #4BARS @ 18" O.C.E.W1.5" 2360 TYPE SPWEA340EBITUMINOUS WEAR COURSE2.5" 2360 TYPE SPNWB30BITUMINOUS NON-WEAR COURSE1.5" 2360 TYPE SPWEA340EBITUMINOUS WEAR COURSEEXISTING SUBGRADE8" MNDOT 3138 CLASSFIVE BASE AGGREGATE5' (TYP.) DRIP LINEFENCE POSTTREE PROTECTION NOTES:50HTREE PROTECTIONN.T.S.1. ALL TREES SHOWN ON THIS PLAN TO BE RETAINED SHALL BE PROTECTED DURING ALL PHASES OFDEMOLITION/CONSTRUCTION WITH TEMPORARY FENCING. IT SHALL BE THE GENERALCONTRACTORS RESPONSIBILITY TO COORDINATE WITH LANDSCAPE CONTRACTOR.2. TREE PROTECTION FENCES SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANY SITEPREPARATION WORK (CLEARING, GRUBBING OR GRADING). CLEARING SHALL BE DONE BYHAND.3. FENCES SHALL COMPLETELY SURROUND TREE OR CLUSTERS OF TREES; SHALL BE LOCATED 5'FROM THE OUTERMOST LIMITS OF THE TREE BRANCHES (DRIP LINE); AND SHALL BEMAINTAINED THROUGHOUT THE CONSTRUCTION BY CONTRACTOR. PROJECT IN ORDER TOPREVENT THE FOLLOWING: A. SOIL COMPACTION IN THE ROOT ZONE AREA RESULTING FROM VEHICULAR TRAFFIC ORSTORAGE OF EQUIPMENT OR MATERIALS.B. ROOT ZONE DISTURBANCES DUE TO GRADE CHANGES (GREATER THAN 6 INCHESCUT OR FILL) OR TRENCHING.C. WOUNDS TO EXPOSED ROOTS, TRUNK OR LIMBS BY MECHANICAL EQUIPMENT.D. OTHER ACTIVITIES DETRIMENTAL TO TREES SUCH AS CHEMICAL STORAGE,CEMENT TRUCK CLEANING, AND FIRES.4. EXCEPTIONS TO INSTALLING FENCES 5' FROM TREE DRIP LINES MAY BE PERMITTED IN THEFOLLOWING CASES:A. WHERE PERMEABLE PAVING IS TO BE INSTALLED: ERECT THE FENCE AT THEOUTER LIMITS OF THE PERMEABLE PAVING AREA.B. WHERE TREES ARE CLOSE TO THE PROPOSED BUILDING; ERECT THE FENCE NOCLOSER THAN 6 FEET TO THE BUILDING.5. WHERE ANY OF THE ABOVE EXCEPTIONS RESULT IN A FENCE BEING CLOSER THAN 4 FEET TO ATREE TRUNK, PROTECT THE TRUNK WITH STRAPPED-ON PLANKING TO A HEIGHT OF 8 FEET (ORTO THE LIMITS OF LOWER BRANCHES) IN ADDITION TO THE REDUCED FENCING PROVIDED.6. WHERE ANY OF THE ABOVE EXCEPTIONS RESULT IN AREAS OF UNPROTECTED ROOT ZONES(UNDER DRIP LINES), THOSE AREAS SHOULD BE COVERED WITH 4 INCHES OF ORGANIC MULCHTO MINIMIZE SOIL COMPACTION.7. ALL GRADING WITHIN PROTECTED ROOT ZONE AREAS SHALL BE DONE BY HAND OR WITH SMALLEQUIPMENT TO MINIMIZE ROOT DAMAGE. PRIOR TO GRADING, RELOCATE PROTECTIVEFENCING TO 2 FEET BEHIND THE GRADE CHANGE AREA. NO ROOT OVER 1 INCH DIAMETERWILL BE CUT.8. ANY ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE PRUNED WITH A CLEAN CUT FLUSHWITH THE SOIL. BACKFILL ROOT AREAS WITH GOOD QUALITY TOP SOIL IMMEDIATELY. IFEXPOSED ROOT AREAS ARE NOT BACKFILLED WITHIN 2 DAYS, COVER THEM WITH ORGANICMATERIAL IN A MANNER WHICH REDUCES SOIL TEMPERATURE AND MINIMIZES WATER LOSSDUE TO EVAPORATION.9. PRIOR TO EXCAVATION OR GRADE CUTTING WITHIN TREE DRIP LINES, MAKE A CLEAN CUTBETWEEN THE DISTURBED AND UNDISTURBED ROOT ZONES WITH A ROCK SAW OR SIMILAREQUIPMENT TO MINIMIZE DAMAGE TO REMAINING ROOTS.10. TREES MOST HEAVILY IMPACTED BY CONSTRUCTION ACTIVITIES SHOULD BE WATERED DEEPLYONCE A WEEK DURING PERIODS OF HOT, DRY WEATHER. TREE CROWNS SHOULD BE SPRAYEDWITH WATER PERIODICALLY TO REDUCE DUST ACCUMULATION ON THE LEAVES.11. NO CONDUIT OR UTILITIES CAN BE INSTALLED WITHIN TREE PROTECTION AREAS. ANYTRENCHING REQUIRED FOR THE INSTALLATION OF LANDSCAPE IRRIGATION SHALL BE PLACEDAS FAR FROM EXISTING TREE TRUNKS AS POSSIBLE.12. NO LANDSCAPE TOPSOIL DRESSING GREATER THAN 4 INCHES SHALL BE PERMITTED WITHIN THEDRIP LINE OF TREES. NO SOIL IS PERMITTED ON THE ROOT FLARE OF ANY TREE. GRADINGLIMITED TO 3 INCH CUT.13. PRUNING TO PROVIDE CLEARANCE FOR STRUCTURES, VEHICULAR TRAFFIC AND EQUIPMENTSHALL TAKE PLACE BEFORE CONSTRUCTION BEGINS.14. ALL PRUNING MUST BE DONE ACCORDING TO RECOGNIZED, APPROVED STANDARDS OF THEINDUSTRY (REFERENCE THE NATIONAL ARBORIST ASSOCIATION PRUNING STANDARDS FORSHADE TREES) BY A CERTIFIED ARBORIST AND SHALL BE APPROVED AND SUPERVISED BYOWNERS REPRESENTATIVE OR PROJECT URBAN FORESTER.15. DAMAGE TO TREES OR ANY NATURAL RESOURCE DUE TO CONTRACTOR'S NEGLIGENCE DURINGTHE CONSTRUCTION PHASE SHALL BE APPRAISED BY THE OWNERS REPRESENTATIVE ANDORDERED REPAIRED, REPLACED, OR COMPENSATED.ORANGE FLAGGING(TYP.)BARBED WIRE ORCHAIN LINK SEE LANDSCAPE PLAN FOR PLANTING AT THESURFACE OF BASIN AND UP SIDES TO 947.50INV 944.09EXISTING SUBSOILSSCARIFY SUBSOILS 18" DEEP TO REMOVE COMPACTION(SEE MINNESOTA STORMWATER MANUAL FORSUBGRADE PREPARATION3:1 MAX SLOPE945.3518" BIORETENTION SOIL MIX D (AS DESCRIBED)6" PERFORATED DRAINTILE WITHCIRCULAR KNIT FABRIC PIPE SOCKNOTE:1.NO EQUIPMENT SHALL BE ALLOWED ON THEBOTTOM OF THE BIOFILTRATION BASINAFTER THE BOTTOM IS SCARIFIEDBIORETENTION BASIN WITH UNDERDRAINN.T.S.73CD5D (10' MIN.)2'2'2'5D (10' MIN.)2'2'2'6"14 DRIP-RAP PADN.T.S.17DDRAIN BASINN.T.S.STORM MANHOLEN.T.S.INITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C10REV-011/30/17DETAIL SHEET 2(651) 452-1149Ph: (651) 452-8960Mendota Heights, MN 551202025 Centre Pointe Blvd., Suite 210PATPATALCALC11/30/1730072531 W. 79th STREETMNCHANHASSENPANERA BREAD73CINV 943.85BIORETENTION SOIL MIX D SOIL SHALL BE A MIXTURE OF COARSE SAND, COMPOST AND TOPSOIL IN PROPORTIONS WHICH MEET THE FOLLOWING:-SILT PLUS CLAY (COMBINED): 25 TO 40 PERCENT, BY DRY WEIGHT-TOTAL SAND: 60 TO 75 PERCENT, BY DRY WEIGHT-TOTAL COARSE AND MEDIUM SAND: MINIMUM OF 55 PERCENT OF TOTAL SAND, BY DRY WEIGHT-FINE GRAVEL LESS THAN 5 MILLIMETERS: UP TO 12 PERCENT BY DRY WEIGHT (CALCULATED SEPARATELY FROM SAND/SILT/ CLAY TOTAL)--ORGANIC MATTER CONTENT: 2 TO 5 PERCENT, PERCENT LOSS ON IGNITION BY DRY WEIGHT; MNDOT GRADE 2 COMPOST (SEE SPECIFICATION 3890, PAGE 685) IS RECOMMENDED.-SATURATED HYDRAULIC CONDUCTIVITY: 1 TO 4 INCHES PER HOUR ASTM F1815. NOTE THAT ALTHOUGH THIS INFILTRATION RATE IS GENERALLY APPLICABLE AT 85 PERCENT COMPACTION,STANDARD PROCTOR ASTM D968, THIS IS AN INFILTRATION RATE STANDARD AND NOT A COMPACTION STANDARD. THEREFORE, THIS INFILTRATION RATE MAY BE MET AT LOWER LEVELS OFCOMPACTION.SUGGESTED MIX RATIO RANGES, BY VOLUME, ARECOARSE SAND: 50 TO 65 PERCENTTOPSOIL: 25 TO 35 PERCENT1.COMPOST (ASSUMING MNDOT GRADE 2 COMPOST IS BEING USED): 10 TO 15 PERCENT. NOTE THIS YIELDS AN ORGANIC MATTER CONTENT OF APPROXIMATELY 2 TO 5 PERCENT.SEE LANDSCAPE PLAN FOR PLANTING AT THESURFACE OF BASIN AND UP SIDESINV 946.24EXISTING SUBSOILSSCARIFY SUBSOILS 18" DEEP TO REMOVE COMPACTION(SEE MINNESOTA STORMWATER MANUAL FORSUBGRADE PREPARATION3:1 MAX SLOPE947.0012" BIORETENTION SOIL MIX D (AS DESCRIBED)6" PERFORATED DRAINTILE WITHCIRCULAR KNIT FABRIC PIPE SOCKNOTE:1.NO EQUIPMENT SHALL BE ALLOWED ON THEBOTTOM OF THE BIOFILTRATION BASINAFTER THE BOTTOM IS SCARIFIEDBIORETENTION BASIN WITH UNDERDRAINN.T.S.73EINV 946.00BIORETENTION SOIL MIX D SOIL SHALL BE A MIXTURE OF COARSE SAND, COMPOST AND TOPSOIL IN PROPORTIONS WHICH MEET THE FOLLOWING:-SILT PLUS CLAY (COMBINED): 25 TO 40 PERCENT, BY DRY WEIGHT-TOTAL SAND: 60 TO 75 PERCENT, BY DRY WEIGHT-TOTAL COARSE AND MEDIUM SAND: MINIMUM OF 55 PERCENT OF TOTAL SAND, BY DRY WEIGHT-FINE GRAVEL LESS THAN 5 MILLIMETERS: UP TO 12 PERCENT BY DRY WEIGHT (CALCULATED SEPARATELY FROM SAND/SILT/ CLAY TOTAL)--ORGANIC MATTER CONTENT: 2 TO 5 PERCENT, PERCENT LOSS ON IGNITION BY DRY WEIGHT; MNDOT GRADE 2 COMPOST (SEE SPECIFICATION 3890, PAGE 685) IS RECOMMENDED.-SATURATED HYDRAULIC CONDUCTIVITY: 1 TO 4 INCHES PER HOUR ASTM F1815. NOTE THAT ALTHOUGH THIS INFILTRATION RATE IS GENERALLY APPLICABLE AT 85 PERCENT COMPACTION,STANDARD PROCTOR ASTM D968, THIS IS AN INFILTRATION RATE STANDARD AND NOT A COMPACTION STANDARD. THEREFORE, THIS INFILTRATION RATE MAY BE MET AT LOWER LEVELS OFCOMPACTION.SUGGESTED MIX RATIO RANGES, BY VOLUME, ARECOARSE SAND: 50 TO 65 PERCENTTOPSOIL: 25 TO 35 PERCENT1.COMPOST (ASSUMING MNDOT GRADE 2 COMPOST IS BEING USED): 10 TO 15 PERCENT. NOTE THIS YIELDS AN ORGANIC MATTER CONTENT OF APPROXIMATELY 2 TO 5 PERCENT. INITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C11REV-011/30/17DETAIL SHEET 3(651) 452-1149Ph: (651) 452-8960Mendota Heights, MN 551202025 Centre Pointe Blvd., Suite 210PATPATALCALC11/30/1730072531 W. 79th STREETMNCHANHASSENPANERA BREADTEMPORARY DANDY BAGINLET PROTECTIONN.T.S.75A75B75C75D75EMATERIAL A MIN. EXTEND SILT FENCEWOVEN WIRE FENCEWITH SILT FENCEEXTEND WIRE FENCEMIN. OF 3" IN GROUNDSECURELY FASTEN OVERLAPPING ENDSOF SILT FENCE MATERIAL TO ADJACENTSTAKES WITH THREE WIRE TIES OROTHER FASTENERSMATERIAL COVER1'-0" INTO GROUNDOVERLAP5' MIN.SILT FENCE MATERIAL TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH THREE TIES SPACED AT 30" ON CENTER (SEE NOTE 1)5' MIN.3' MIN.15"MIN.MAX.18"2" X 4" WOOD FRAMEDROP INLETWITH GRATEAND CROSS BRACINGATTACH THE WOVEN WIRE FENCE TO EACH POST WITH THREE WIRE TIES OR OTHER FASTENERS (SEE NOTE 1)1" x 2" STAKE1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART.2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED ACROSS TWO POSTS.3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE HEIGHT OF THE SIFT FENCE MATERIAL BEING ABOVE GRADE.4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT.POSTS: 2 x 4 WOODEN STAKEFENCE: WOVEN WIRE, 14-1/2 Ga., 6" MAX. MESH OPENINGFABRIC: IN ACCORDANCE WITH ASTM D 6461, LATEST EDITION80FSILT FENCEINLET PRTECTIONN.T.S.N.T.S.76B XXPage 1 of 1Project #:Revision #:Page #:Project:ARCH DSize:10/25/2017Date:Created By:24"x 36".........................Rev. DateR1R2R3R4R5.........................Rev. #DescriptionDisclaimer14 Jewel DriveWilmington, MA 01887978-661-1854Ryan HuntPanera@Standardelectric.comwww.SEnational.comThe calculations set forth herein are based on project specifications provided to Standard Electric. Actual ormeasured values may differ from forecasted results due to tolerances in calculation methods, testingprocedures, component procedures, component performance, measurement techniques and varyingfield conditions such as, but not limited to, line voltage, temperature, atmospheric/environmentalconditions and improper or undocumented lamp burn-in procedures. Further, room dimensions,reflectances, furniture andarchitectural elements within the space may significantly affect calculations.Verification of the calculations herein, including design acceptability, and compliance with anyapplicable lighting codes is not the responsibility of Standard Electric, and shall be the responsibility of thearchitect, owner, or owners representative, as applicable. Please refer to Luminaire Schedule for lightloss factor (LLF) details used in the calculations.STANDARD ELECTRICPanera Bread #6038Chanhassen, NM13-6038Calculation Summary Label CalcType Avg Max Min Avg/Min Max/Min Units Drive Thru Illuminance 19.59 23.8 15.9 1.23 1.50 Fc Panera Site Illuminance 1.46 23.5 0.0 N.A. Standard Electric Luminaire Schedule Symbol Qty N.A.Fc Trash Enclosure Illuminance 7.50 20.2 1.2 6.25 16.83 Fc Label Arrangement Manufacturer Description Total Lumens Total Wattage LLF BUG Rating Mounting Height 1 S1 2 @ 180 DEG (B Lithonia Lighting DSX1 LED 30C 1000 40K T5W MVOLT 23622 210 0.920 B4-U2-G2 25' 6 S2 SINGLE Lithonia Lighting DSX1 LED 30C 1000 40K T3M MVOLT MA 10201 104.66 0.920 B2-U3-G2 25' 3 EXT2-LED SINGLE Lithonia Lighting KAXW LED P3 40K R3 MVOLT 9446 79 0.880 B2-U2-G2 25' 15 EXT13 SINGLE Amerlux, LLC ACCS-27K-60 548 9 0.880 N.A.10' 5 EXT14 SINGLE Green Creative ltd 49063OZ 889 8.8 0.720 B0-U3-G1 6'DWEST 79TH STREETTHRUDRIVEDWEST 79TH STREETTHRUDRIVES1 S2 S2 S2 S2 S2 S2 EXT2-LED EXT2-LED EXT13 EXT13 EXT13 EXT13 EXT13 EXT13 EXT13 EXT13 EXT13EXT13 EXT13 EXT13 EXT13 EXT13EXT13 EXT14 EXT14 EXT14 EXT14 EXT14 EXT2-LED 0.2 0.2 0.6 0.9 0.9 1.0 1.1 1.6 1.3 1.3 1.2 1.1 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.4 1.0 0.7 0.9 0.8 0.9 0.8 0.3 0.2 0.2 0.1 0.1 0.0 0.3 0.6 1.0 1.3 1.4 1.5 1.6 1.8 2.0 1.8 1.7 1.2 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 1.0 1.4 1.7 1.7 1.3 1.0 0.9 0.8 0.6 0.4 0.2 0.1 0.4 1.1 1.4 1.7 1.7 1.7 1.7 1.7 1.7 1.5 1.5 1.2 0.9 0.8 0.9 0.9 0.9 0.9 0.9 0.9 1.2 1.5 1.7 1.7 1.5 1.2 1.1 1.0 0.8 0.5 0.3 0.5 0.9 1.7 2.0 1.9 1.7 1.7 1.5 1.3 1.1 1.1 1.1 0.9 0.9 0.9 0.9 1.0 0.9 0.9 0.9 1.1 1.3 1.4 1.5 1.5 1.4 1.2 1.1 0.9 0.5 0.3 0.5 1.0 2.0 2.1 1.9 1.7 1.7 1.5 1.2 1.0 0.9 1.0 1.0 0.8 0.9 0.9 0.9 0.9 0.9 1.0 1.1 1.1 1.2 1.3 1.5 1.5 1.3 1.2 0.9 0.4 0.3 0.5 0.9 2.0 2.1 1.9 1.7 1.7 1.3 1.0 0.8 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.9 0.9 1.0 1.0 1.0 1.2 1.4 1.5 1.5 1.4 1.2 0.7 0.4 0.3 0.4 1.1 1.7 1.9 1.9 1.7 1.5 1.2 0.9 0.7 0.6 0.6 0.6 0.6 0.8 0.9 0.9 0.9 0.9 0.8 0.7 0.8 1.0 1.3 1.3 1.3 1.2 1.1 0.5 0.4 0.3 0.8 1.5 1.7 1.7 1.7 1.5 2.9 2.3 2.8 2.3 0.8 2.2 0.9 0.6 1.4 1.7 1.0 0.8 0.7 0.6 0.7 0.9 1.1 1.2 1.2 1.2 1.0 0.5 0.3 0.4 0.4 1.4 1.5 1.5 1.6 1.6 3.0 1.6 2.5 2.7 2.0 1.8 0.9 0.7 0.6 0.7 0.9 1.0 1.1 1.4 1.5 1.2 0.6 0.3 0.3 0.4 1.4 1.5 1.5 1.8 2.0 3.6 3.2 2.5 1.8 1.0 0.8 0.7 0.8 1.0 1.0 1.2 1.6 1.8 1.1 0.5 0.5 0.3 0.6 1.4 1.5 1.6 4.0 9.5 2.7 3.5 3.3 1.6 1.2 1.0 0.9 1.0 1.2 1.2 1.5 1.7 1.7 0.9 0.5 0.4 1.2 1.6 1.7 1.7 6.4 20.7 4.8 2.2 1.5 1.4 1.2 1.2 1.3 1.5 1.4 1.5 1.7 1.5 0.7 0.5 0.9 1.8 1.8 1.7 6.1 16.4 0.9 2.5 1.8 1.6 1.5 1.5 1.5 1.6 1.6 1.5 1.4 1.4 1.3 0.5 0.6 1.0 1.9 1.7 1.6 3.2 4.7 2.8 3.1 1.8 1.7 1.7 1.6 1.7 1.7 1.6 1.4 1.3 1.1 0.7 0.4 0.4 0.9 1.7 1.7 1.6 1.7 2.2 8.4 23.5 12.5 2.7 1.3 1.3 1.6 1.7 2.0 1.9 1.9 1.8 1.8 1.7 1.7 1.5 1.4 1.3 1.0 0.5 0.4 1.3 1.4 1.5 1.5 1.8 2.6 8.4 12.2 8.6 3.6 1.6 1.7 1.9 1.9 1.9 2.1 2.3 2.0 1.7 1.7 1.6 1.5 1.4 1.2 0.7 0.4 0.4 0.6 1.1 1.2 1.4 1.7 1.8 1.9 1.8 1.6 1.6 1.7 1.9 2.0 2.0 2.0 2.1 2.1 2.0 1.8 1.7 1.6 1.4 1.2 1.0 0.5 0.4 0.3 0.4 1.0 1.2 1.3 1.5 1.6 1.6 1.6 1.5 1.6 1.7 1.9 1.9 2.0 2.0 2.0 1.9 1.8 1.7 1.5 1.3 1.1 0.9 0.7 0.4 0.3 0.2 0.3 0.9 1.2 1.3 1.3 1.3 1.5 1.7 1.9 1.9 2.0 1.9 1.7 1.8 1.9 2.1 2.5 2.1 1.7 1.4 1.1 0.8 0.6 0.4 0.3 0.2 0.2 0.8 1.0 1.1 1.2 1.2 1.4 1.7 2.1 2.2 2.1 1.7 1.5 1.6 1.7 2.2 6.6 9.6 5.6 1.7 0.9 0.7 0.5 0.3 0.2 0.1 0.1 0.4 0.6 0.6 0.7 0.8 1.0 1.6 1.5 1.6 1.8 1.3 1.1 1.1 1.2 1.5 4.6 18.0 15.0 6.6 1.3 0.5 0.3 0.2 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.4 0.5 0.5 0.7 0.7 0.6 0.6 0.7 0.7 0.9 1.3 2.0 4.1 3.9 2.7 0.8 0.4 0.2 0.1 0.1 0.0 0.1 0.1 0.2 0.3 0.3 0.3 0.4 0.5 0.5 0.5 0.6 0.5 0.5 0.5 0.7 0.9 1.1 1.5 1.2 0.8 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.3 0.3 0.4 0.3 0.3 0.4 0.5 0.6 0.6 0.7 0.7 0.6 0.4 0.2 0.1 1.8 1.8 1.7 1.6 1.9 1.8 1.7 1.6 1.5 1.5 1.4 2.0 1.9 1.8 1.7 1.5 1.5 1.4 1.3 3.2 2.9 2.5 2.1 1.8 1.6 1.5 1.3 1.2 5.3 4.8 4.1 3.2 2.5 2.0 1.6 1.4 7.8 6.9 6.1 5.3 4.2 3.1 2.2 1.5 12.0 12.7 12.1 10.4 7.9 6.1 5.1 3.7 13.2 15.0 15.2 14.7 13.3 10.4 7.0 5.5 9.5 12.7 15.6 17.5 16.9 15.1 14.4 11.1 8.0 12.9 17.0 19.5 19.1 16.5 14.5 13.0 7.9 16.1 20.2 18.5 15.7 12.6 14.1 12.9 10.2 15.9 18.8 19.7 19.1 16.7 19.8 23.4 23.8 16.7 19.9 23.2 23.8 16.0 18.6 19.2 18.9 BRIAN B.DAN C. KEVIN C. Bakery-Cafe: Project Title: Professional Seal: Project Team: Consultant Copyright Placeholder Project Number: Drawn By: Issue Date: Sheet Number: DPM:DM:CPM:PB 2015.01Bakery Cafe11/30/2017 9:29:08 PMA300 EXTERIOR PERSPECTIVE VIEWS 09.27.17 ARCV, MH 531 W. 79th StreetChanhassen, MN 55317#6038#6038 170317PERMIT / BID PACKAGE1 3D View 1 2 3D View 2 3 View from across street 4 View from Entry Drive 5 View from 36th & Broadway 6 View from HyVee No.Description Date 1 Owner Comments 11/2/17 1 FIRST FLOOR 0" FIRST FLOOR 0" T.O. PARAPET 21' - 0" T.O. PARAPET 21' - 0" 1 2 3 6 845 BX1 3.02 BX1 BX1 3.19 3.03 3.03 3.03 3.03 PX1 PX1 3.10 3.02 3.03 BX1 PX1 3.02 PX1 3.033.03 PX1 3.03 3.21 3.09 3.04 3.08 3.08 3.08 G1 G1 G1 3.12 F2 3.12 F2 3.083.08 G1G1 3.05 3.08 G1 3.08 G1 3.03 3.03 3.03 EQ EQ 16' - 8" F2F2 3.03 3.12F2 3.14 CENTERLINE OF LIGHT FIXT. TYP.13' - 6"3.10 3.03 6 1/8" 3.10 3.33 7' - 0" 3.01 EQ18' - 6 3/8" 17' - 8" 3.03 3.123.12F23.12 0.30 0.31 F2 3.12 G1 3.08 3.03 7 FIRST FLOOR 0" FIRST FLOOR 0" T.O. PARAPET 21' - 0" ABCDEFG 3.12 BX1 BX1 3.12 3.13 3.02 F2PX1PX1 PX1 G1 3.08 G1 3.12 F2 3.03 3.03 3.033.03 3.12 F2 3.02 3.10 BX1 G1 G1 3.08 3.08 15' - 6 1/8" 3.03 3.10 3.19 3.03 3.03 3.03 3.263.12 F2 3.02 3.03 0.30 EQ 18' - 4 3/8" 3.01 3.03 17' - 8" F2 0.31 3.15 B.5D.5 3.03 BRIAN B.DAN C. KEVIN C. Bakery-Cafe: Project Title: Professional Seal: Project Team: Consultant Copyright Placeholder Project Number: Drawn By: Issue Date: Sheet Number: DPM:DM:CPM:PB 2015.01Bakery Cafe11/30/2017 9:29:54 PMA301 EXTERIOR ELEVATIONS 09.27.17 CAO, MH 531 W. 79th StreetChanhassen, MN 55317#6038#6038 170317PERMIT / BID PACKAGEKEYED NOTES 0.30 PATIO RAILING BY PANERA, COLOR: CHARCOAL REFER TO 23/A014, BY TENANT 0.31 PATIO SIDEWALK LIGHTS BY PANERA. REFER TO TENANT REFLECTED CEILING PLAN FOR FURTHER INFORMATION. 3.01 INTERNALLY ILLUMINATED LED CHANNEL LETTERS. SIGN PROVIDED AND INSTALLED BY SIGN VENDOR UNDER SEPARATE PERMIT; G.C. TO PROVIDE BLOCKING IN WALL FOR SIGN AND PROVIDE ACCESS PANEL ON BACKSIDE OF PARAPET FOR ACCESS AS REQUIRED. (UNDER SEPARATE SIGNAGE PERMIT) 3.02 PRE-FINISHED METAL COPING | FINISH: DARK BRONZE 3.03 WALL MOUNTED LIGHT FIXTURE. FIXTURES SHALL BE PROVIDED AND INSTALLED BY GC. GC TO PROVIDE POWER AS REQUIRED. REFER TO REFLECTED CEILING PLAN FOR ADDITIONAL INFORMATION. 3.04 MAIN ENTRANCE/EXIT | REFER TO A601 AND A611 FOR ADDITIONAL INFORMATION. 3.05 SECONDARY ENTRANCE/EXIT | REFER TO A601 AND A611 FOR ADDITIONAL INFORMATION. 3.08 ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GLAZING. COLR: DARK BRONZE REFER TO SHEET A611 FOR FURTHER INFORMATION. 3.09 BREAK METAL AS REQUIRED. FINISH TO MATCH ADJACENT STOREFRONT SYSTEM. 3.10 CONTROL JOINT(S) WHERE INDICATED | PROVIDE SEALANT TO MATCH ADJACENT WALL MATERIAL. 3.12 PRE-MANUFACTURED FABRIC AWNING PROVIDED AND INSTALLED BY SIGN VENDOR UNDER SEPARATE PERMIT. GC SHALL PROVIDE APPROPRIATE BLOCKING AS REQUIRED BY SIGN VENDOR. REFER TO SHOP DRAWINGS FOR ADDITIONAL INFORMATION. 3.13 SECURITY CAMERA INSTALLED BY TENANT | COORDINATE ROUGH-IN LOCATION(S) AND HEIGHTS WITH PANERA CONSTRUCTION MANAGER PRIOR TO INSTALLATION. G.C TO RUN CONDUIT & J-BOX. 3.14 4" DIA. CONCRETE BOLLARD | FINISH: PAINT CHARCOAL | REFER TO SHEET A014 FOR FURTHER INFORMATION 3.15 6" DIA. CONCRETE BOLLARD | FINISH: PAINT P107 | REFER TO SHEET A014 FOR FURTHER INFORMATION 3.19 HOSE BIBB | RECESSED STAINLESS STEEL BOX. REFER TO PLUMBING DRAWINGS FOR LOCATION AND ADDITIONAL INFORMATION. INSTALLED BY TENANT. 3.21 BUILDING ADDRESS SIGN | VERIFY SIZE, LOCATION, AND STYLE WITH LOCAL FIRE DEPARTMENT 3.26 STANDING SEAM METAL ROOFING, 12" SPACING. | COLOR: DARK BRONZE 3.33 INTERNALLY ILLUMINATED LED 'DRIVE THRU' SIGN BY TENANT. COLOR: BLACK CHANNEL WITH REVERSE (HALO) ILLUMINATION AND WHITE LETTERS. ALL SIGNAGE UNDER SEPARATE PERMIKT. G.C. SHALL PROVIDE BLOCKING IN WALL FOR SIGN AND PROVIDE ACCESS PANEL ON BACKSIDE OF PARAPET FOR ACCESS AS REQUIED. BX1 BRICK MASONRY SYSTEM VENEER TO BE PAINTED, MODULAR SIZE | MFR: ENDURAMAX, CLAY BRICK | COLOR: #AF-155 WEINMARANER F2 FABRIC AWNING | OPEN ENDED SLAB | COLOR: SUNBRELLA - ASPEN, (3' PROJECTION / 4' HEIGHT AT TYPICAL & 4' PROJECTION @ DRIVE THRU) G1 ALUMINUM STOREFRONT | 2" x 4 1/2" PROFILE | THERMAL BREAK | COLOR: DARK BRONZE | 1" CLEAR INSULATED GLAZING: PPG SOLARBAN 70XL (OR APPROVED EQUAL) | REFER TO SHEET A611 FOR ADDITIONAL INFORMATION PX1 EIFS SYSTEM | TEXTURE: TO MATCH DRYVIT LIMESTONE FINISH | COLOR: BENJAMIN MOORE #955 BERBER WHITE 1/4" = 1'-0" 1 EAST ELEVATION 1/4" = 1'-0" 2 NORTH ELEVATION No.Description Date 1 Owner Comments 11/2/17 1 1 1 GENERAL NOTES: A. ALL GLAZING TO BE G1 UNLESS NOTED OTHERWISE. FOR STOREFRONT / WINDOW ELEVATIONS SEE SHEET A611. FIRST FLOOR 0" FIRST FLOOR 0" T.O. PARAPET 21' - 0" T.O. PARAPET 21' - 0" A B C D E F G CMU1 BX1 3.02 3.13 3.12 3.07BX1BX1 3.03 3.02 3.03 3.03 BX1 3.03 PX1 3.12 F2F2 3.143.153.20 1' - 0" 3.10 3.103.17 3.13 3.03 3.19 9' - 0" 3.03 EQ EQ 3.038' - 0"15' - 4"3.26 3.03 3.08 G1 3.03 18' - 5 7/8" 1' - 11 5/16" 16' - 4" 3.12 F2 20' - 0" 3.10 3.02 PX1 3.01 3.10 3.12 F2 2' - 8"3.15 B.5 D.5 FIRST FLOOR 0" FIRST FLOOR 0" T.O. PARAPET 21' - 0" T.O. PARAPET 21' - 0" 1236845 BX1 3.02 3.03 3.12F2 3.03 3.10 3.29 BX1 3.26 3.16 3.10 BX13.19 3.12 3.03 3.023.02 3.13 3.13 3.06 3.12F2 3.03 PX1 15' - 4"3.15 3.10 3.10 3.03 F2 PX1PX1 3.183.18 9' - 0" 3.03 8' - 0" 6 1/8" 3.10 16' - 4" 18' - 6 3/8"3' - 0" 3.01 1' - 2 1/8" 18' - 0" 3.10 0.31 0.30 1' - 2 1/8" 3.10 3.10 7 BRIAN B.DAN C. KEVIN C. Bakery-Cafe: Project Title: Professional Seal: Project Team: Consultant Copyright Placeholder Project Number: Drawn By: Issue Date: Sheet Number: DPM:DM:CPM:PB 2015.01Bakery Cafe11/30/2017 9:31:20 PMA302 EXTERIOR ELEVATIONS 09.27.17 CAO, MH 531 W. 79th StreetChanhassen, MN 55317#6038#6038 170317PERMIT / BID PACKAGEKEYED NOTES 0.30 PATIO RAILING BY PANERA, COLOR: CHARCOAL REFER TO 23/A014, BY TENANT 0.31 PATIO SIDEWALK LIGHTS BY PANERA. REFER TO TENANT REFLECTED CEILING PLAN FOR FURTHER INFORMATION. 3.01 INTERNALLY ILLUMINATED LED CHANNEL LETTERS. SIGN PROVIDED AND INSTALLED BY SIGN VENDOR UNDER SEPARATE PERMIT; G.C. TO PROVIDE BLOCKING IN WALL FOR SIGN AND PROVIDE ACCESS PANEL ON BACKSIDE OF PARAPET FOR ACCESS AS REQUIRED. (UNDER SEPARATE SIGNAGE PERMIT) 3.02 PRE-FINISHED METAL COPING | FINISH: DARK BRONZE 3.03 WALL MOUNTED LIGHT FIXTURE. FIXTURES SHALL BE PROVIDED AND INSTALLED BY GC. GC TO PROVIDE POWER AS REQUIRED. REFER TO REFLECTED CEILING PLAN FOR ADDITIONAL INFORMATION. 3.06 HOLLOW METAL SERVICE DOOR. REFER TO A601 FOR ADDITIONAL INFORMATION. | PAINT TO MATCH ADJACENT WALL COLOR. 3.07 DRIVE-THRU WINDOW | MFR: QUIKSERV | MODEL: FM42E | COLOR TO MATCH STOREFRONT. INSTALLED BY LL. 3.08 ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GLAZING. COLR: DARK BRONZE REFER TO SHEET A611 FOR FURTHER INFORMATION. 3.10 CONTROL JOINT(S) WHERE INDICATED | PROVIDE SEALANT TO MATCH ADJACENT WALL MATERIAL. 3.12 PRE-MANUFACTURED FABRIC AWNING PROVIDED AND INSTALLED BY SIGN VENDOR UNDER SEPARATE PERMIT. GC SHALL PROVIDE APPROPRIATE BLOCKING AS REQUIRED BY SIGN VENDOR. REFER TO SHOP DRAWINGS FOR ADDITIONAL INFORMATION. 3.13 SECURITY CAMERA INSTALLED BY TENANT | COORDINATE ROUGH-IN LOCATION(S) AND HEIGHTS WITH PANERA CONSTRUCTION MANAGER PRIOR TO INSTALLATION. G.C TO RUN CONDUIT & J-BOX. 3.14 4" DIA. CONCRETE BOLLARD | FINISH: PAINT CHARCOAL | REFER TO SHEET A014 FOR FURTHER INFORMATION 3.15 6" DIA. CONCRETE BOLLARD | FINISH: PAINT P107 | REFER TO SHEET A014 FOR FURTHER INFORMATION 3.16 FIRE DEPARTMENT ACCESS BOX | INSTALLED ADJACENT SERVICE DOOR. COORDINATE LOCATION WITH LOCAL FIRE DEPARTMENT. 3.17 FIRE DEPARTMENT CONNECTION (FDC) 3.18 NICKEL BRONZE NOZZLE RWL/OVERFLOW DRAIN THRU ROOF, MIN. 12" ABOVE GRADE. SEE DETAIL 24/A103. INSTALLED BY LL. 3.19 HOSE BIBB | RECESSED STAINLESS STEEL BOX. REFER TO PLUMBING DRAWINGS FOR LOCATION AND ADDITIONAL INFORMATION. INSTALLED BY TENANT. 3.20 GATE ENCLOSURE AT CART CORRAL | MFR: TREX COMPOSITE PLANK | COLOR: SADDLE | INSTALLED BY LL. 3.26 STANDING SEAM METAL ROOFING, 12" SPACING. | COLOR: DARK BRONZE 3.29 GAS METER - REFER TO PLUMBING DRAWINGS FOR FURTHER INFORMATION BX1 BRICK MASONRY SYSTEM VENEER TO BE PAINTED, MODULAR SIZE | MFR: ENDURAMAX, CLAY BRICK | COLOR: #AF-155 WEINMARANER CMU1 SMOOTH FACE CONCRETE BLOCK, PAINT TO MATCH MAIN BUILDING F2 FABRIC AWNING | OPEN ENDED SLAB | COLOR: SUNBRELLA - ASPEN, (3' PROJECTION / 4' HEIGHT AT TYPICAL & 4' PROJECTION @ DRIVE THRU) G1 ALUMINUM STOREFRONT | 2" x 4 1/2" PROFILE | THERMAL BREAK | COLOR: DARK BRONZE | 1" CLEAR INSULATED GLAZING: PPG SOLARBAN 70XL (OR APPROVED EQUAL) | REFER TO SHEET A611 FOR ADDITIONAL INFORMATION PX1 EIFS SYSTEM | TEXTURE: TO MATCH DRYVIT LIMESTONE FINISH | COLOR: BENJAMIN MOORE #955 BERBER WHITE 1/4" = 1'-0" 1 SOUTH ELEVATION 1/4" = 1'-0" 2 WEST ELEVATION No.Description Date 1 Owner Comments 11/2/17 1 1 1 1 1 FIRST FLOOR 0" FIRST FLOOR 0" T.O. PARAPET 21' - 0" T.O. PARAPET 21' - 0" BX1 3.02 BX1 BX1 3.19 3.03 3.03 3.03 3.03 PX1 PX1 3.10 3.02 3.03 BX1 PX1 3.02 PX1 3.033.03 PX1 3.03 3.21 3.09 3.04 3.08 3.08 3.08 G1 G1 G1 3.12 F2 3.12 F2 3.083.08 G1G1 3.05 3.08 G1 3.08 G1 3.03 3.03 3.03 EQ EQ 16' - 8" F2F2 3.03 3.12F2 3.14 CENTERLINE OF LIGHT FIXT. TYP.13' - 6"3.10 3.03 6 1/8" 3.10 3.33 7' - 0" 3.01 EQ18' - 6 3/8" 17' - 8" 3.03 3.123.12F23.12 0.30 0.31 F2 3.12 G1 3.08 3.03 FIRST FLOOR 0" FIRST FLOOR 0" T.O. PARAPET 21' - 0" 3.12 BX1 BX1 3.12 3.13 3.02 F2PX1PX1 PX1 G1 3.08 G1 3.12 F2 3.03 3.03 3.033.03 3.12 F2 3.02 3.10 BX1 G1 G1 3.08 3.08 15' - 6 1/8" 3.03 3.10 3.19 3.03 3.03 3.03 3.263.12 F2 3.02 3.03 0.30 EQ 18' - 4 3/8" 3.01 3.03 17' - 8" F2 0.31 3.15 3.03 BRIAN B.DAN C. KEVIN C. Bakery-Cafe: Project Title: Professional Seal: Project Team: Consultant Copyright Placeholder Project Number: Drawn By: Issue Date: Sheet Number: DPM:DM:CPM:PB 2015.01Bakery Cafe11/30/2017 9:32:20 PMA304 ELEVATIONS - REALISTIC 09.27.17 Author 531 W. 79th StreetChanhassen, MN 55317#6038#6038 170317PERMIT / BID PACKAGENo.Description Date 1/4" = 1'-0" 1 EAST ELEVATION_Realistic 1/4" = 1'-0" 2 NORTH ELEVATION_Realistic FIRST FLOOR 0" FIRST FLOOR 0" T.O. PARAPET 21' - 0" T.O. PARAPET 21' - 0" CMU1 BX1 3.02 3.13 3.12 3.07BX1BX1 3.03 3.02 3.03 3.03 BX1 3.03 PX1 3.12 F2F2 3.143.153.20 1' - 0" 3.10 3.103.17 3.13 3.03 3.19 9' - 0" 3.03 EQ EQ 3.038' - 0"15' - 4"3.26 3.03 3.08 G1 3.03 18' - 5 7/8" 1' - 11 5/16" 16' - 4" 3.12 F2 20' - 0" 3.10 3.02 PX1 3.01 3.10 3.12 F2 2' - 8"3.15 FIRST FLOOR 0" FIRST FLOOR 0" T.O. PARAPET 21' - 0" T.O. PARAPET 21' - 0" BX1 3.02 3.03 3.12F2 3.03 3.10 3.29 BX1 3.26 3.16 3.10 BX13.19 3.12 3.03 3.023.02 3.13 3.13 3.06 3.12F2 3.03 PX1 15' - 4"3.15 3.10 3.10 3.03 F2 PX1PX1 3.183.18 9' - 0" 3.03 8' - 0" 6 1/8" 3.10 16' - 4" 18' - 6 3/8"3' - 0" 3.01 1' - 2 1/8" 18' - 0" 3.10 0.31 0.30 1' - 2 1/8" 3.10 3.10 BRIAN B.DAN C. KEVIN C. Bakery-Cafe: Project Title: Professional Seal: Project Team: Consultant Copyright Placeholder Project Number: Drawn By: Issue Date: Sheet Number: DPM:DM:CPM:PB 2015.01Bakery Cafe11/30/2017 9:33:07 PMA305 ELEVATIONS - REALISTIC, CONT. 09.27.17 Author 531 W. 79th StreetChanhassen, MN 55317#6038#6038 170317PERMIT / BID PACKAGENo.Description Date 1/4" = 1'-0" 1 SOUTH ELEVATION_Realistic 1/4" = 1'-0" 2 WEST ELEVATION_Realistic 1 2 2 3 6 8 84 AA BB C DD E F G 5 030 030A 031 030 030A 031 030 030A 031 030 030A 055D 082 021A 028 WD807029 065 WD320A TDM KD15 ODC1MG OT4832 ODC1MG ODC1MG ODC1MG ODC1MG ODC1MG OT3232A OU78 029 021A 028 045G030 055G401B(R) 054B 042C 7J24 031 081F081G ST320A 063B063B KD8 061022076B083A083A 055C(L) 7J48 084E 055T 081J045J081F 081GST320A 7G24 047F063B063B031KD3KD2 092G 064B 092FKD4084S 402C085A031 064A404031030415 KD6 461 053F KD14 KD7 098 075A 098082 053FKD5 053FKD13KD1 128 079B080A035 127B 127B 109 128A 127 3' - 0" 7.10 7.09 5.12 7.01 7.03 7.11 TR30OL DC2WL B4.48 DC2WLDC2WL T2448OL DC2WL DC2WL T2448OL DC2WLDC2WL TR28Q TR28Q B2.30 T2430OD T2430OD B2.30 4' - 3 1/4"TR30OL DC2WL DC2WL TR34OL CH3WD TR34OD TR34OD TR34OD UTILITY OFFICE FREEZER COOLER DOUGH COOLER BAKERY REAR BAKERY SERVICE KITCHEN DRIVE-THRU CONSOLIDATION MEN DINING DINING DINING DINING VESTIBULE QUEUING 407 465 031 082C 025D 015012A068A 027G 009 045C 018058F 019B 005E 016 016 016 019 056A 045G085B 085E 085E045M 021A 122 040D 040E 004A043C043C 004B 006A004B 004A 004A 009A 040B 043C 043C 043C 043C 043C 043C 043C 043C043C 048F044D 086P 003 441441 208062K 004C 041B 002D 002C 002C 021A 029 028 024D 023F 045C042A 002A 035A 030B 032A 030 095E 095F 032B 124A CBD 013D(R)027X 004B004B 009A 028 023G 031 7G36 420 031 030A 460 463 462B 408 082C 029 007D-C007F-C 059 011A 125 007H 007A-C 7G42 067 007B 007B 001C 043C 043C 008C 027B 126A 466A 466A 007H 007HWD855 007H 042D (8) 019B 016 007G 007G 007H 007G B4.48 DC2WL TR30OL DC2WLDC2WL ODC1MG OT2424A ODC1MG ODC1MG ODC1MG ODC1MG ODC1MG OU78 OU78 OU78 OT3232A ODC1MG ODC1MG OT3232A ODC1MG ODC1MG ODC1MG ODC1MG OT3232A ODC1MG ODC1MG OU78 ODC1MG OT3232A ODC1MGODC1MG ODC1MGOT4832ODC1MGODC1MG TR34OL DC2WL FX S53 FX S53 FX S53 FX S53 FX S53 FX S53 FX S53 DC2WL DC2WL T2448OL B4.72 FX S53 WD605A T2430OD T2430OD T2430OD B2.30 FX S53 FX S53 FX S53 DC3WD DC3WD DC3WDDC3WD DC3WD DC3WD DC3WD DC3WD DC3WD DC3WD DC3WDDC3WD FX S53FXS53FXS53FXS53 T2430OD FX S53 DC3WDDC3WD DC3WD T2424ODTA2448OD B2.40B2.72 FX S53 FX S53 045M 085E085E WD812 072 072A 071 071 071 071 BAR HEIGHT TABLE / STOOL WD815E WD110 WD111 WD102E WD101A WD321A 3' - 11" 13' - 9 1/4" TA2448OL B4.48B4CL.45 B4.CUST2 FX S53 B4.48 B4CL.45 B4.CUST1 CH3WDCH3WDCH3WDCH3WD TR28Q CH3WD T2430ODB2.30 FX S53 DC3WD T2424OD 085D 052A 005D3' - 10"043C 043C 043C WD705WD705WD705 SS DIVIDER PNL. WD310 WD310 WD310 7G24 6' - 10 1/2"6' - 6 1/16"BREAD BAGELS BH1MG BH2MG BH2MG BH1MG BH1MG BH1MG BH2MG BH2MG BH1MG BH1MG BH2MG BH2MG BH2MG BN1.60 GT120OL 4' - 6" 3' - 10" B1.48 T2448OD B1.48 B1.48 T2448OD B1.48 B1.48 T2448OD B1.48 WD410R 054 023B042C 076C 076C 058D058D058D058D058D DC3WD T2424OD B2.72 030C 030C 030C 030C 030C WD705 WD705 WD705 420420 084S ST810C COUNTER HEIGHT TABLE / STOOL ST810C WD102F WD110 B2.30B2.30 FX S53 B2.30B2.30 FX S53 B2.30B2.30 FX S53 B2.30 B2.30 FX S53 B2.30 B2.30 FX S53 025B 7.02 (6) 4' - 6" TR28Q CH3WD CH3WD CH3WD TR28Q CH3WD 3"WOMEN SELF-SERV CASE2' - 11 1/4"10' - 0 1/4"FX S53FXS53FXS53FXS53FXS53FXS53 WD815E R 019B 23' - 4 3/8"15' - 0"18' - 0 1/8"8' - 4"18' - 0"9' - 6 1/8" WD826 7.06 7.06 WD935 WD935 GTL78OL 084S 016 403A 019A 7J24 7J42 7J247G24 7G36 7G48 KD12 7J24 7G60 7 B.5 D.5 084S 459 058H 076D 057A WD830S 7J24 037 037 037 037 097B 010A (12) 085G ST810C ST810C FURNITURE: UPHOLSTERY: BOOTH TYPE: COMMUNITY TABLE: TABLE TOPS: TABLE BASE TYPE: CHAIR TYPE: STOOL HEIGHT CHAIR: TABLE SERVICE: APPLICABLE TO THIS MARKET? CO2 MONITORING: IS THIS REQUIRED? CAL133: IS THIS REQUIRED? MILLWORK: BAKERY FRONT PANELS: BREAD/BAGEL WALL: CHAIR RAIL/CAP: RPU UNIT FINISH: P2.0 WALL FINISH: DESIGN NOTES: REFER TO PLAN TAGS WOOD PER PLAN PER PLAN STANDARD G4 PER PLAN G4 PER PLAN YES NO NO WD30 WD31 WD33 WD30 WD33 ROOM NUMBER SYMBOL FURN-ID SIGNAGE IDENTIFICATION SYMBOL EQUIPMENT IDENTIFICATION SYMBOL STEEL IDENTIFICATION SYMBOL EQUIPMENT PLAN LEGEND: WOOD IDENTIFICATION SYMBOL RELOCATION INDICATION SYMBOL FURNITURE IDENTIFICATION SYMBOL DOOR NUMBER SYMBOL FABRIC DESIGNATION SYMBOL (SEE A531 SHEET) 101 XXXX STXXXXX WDXXXXX XXXX ? XXX REL BRIAN B.DAN C. KEVIN C. Bakery-Cafe: Project Title: Professional Seal: Project Team: Consultant Copyright Placeholder Project Number: Drawn By: Issue Date: Sheet Number: DPM:DM:CPM:PB 2015.01Bakery Cafe11/30/2017 9:36:30 PMA703 FLOOR PLAN EQUIPMENT 09.27.17 ARCV, MH 531 W. 79th StreetChanhassen, MN 55317#6038#6038 170317PERMIT / BID PACKAGENo.Description Date 1 Owner Comments 11/2/17 1/4" = 1'-0" 1 EQUIPMENT PLAN KEYED NOTES 5.12 WATER HEATER LOCATION TO BE LOCATED ON STAND. SEE DETAIL 14/A524. 7.01 OFFICE SAFE TO BE INSTALLED FLUSH WITH THE FRONT OF THE DESK ON THE RIGHT HAND SIDE. 7.02 FIRE SPRINKLER RISER LOCATION. FIRE SPRINKLER DESIGN PROVIDED BY OTHERS UNDER SEPARATE PERMIT. 7.03 ALUMINUM ROOF LADDER 7.06 DINING SCREEN WALL FURNITURE, REFER TO 18/A521 FOR SUPPORT TO STRUCTURE ABOVE DETAIL AND EQUIPMENT PLAN FOR SCREEN PLACEMENT LOCATION. 7.09 CLEARANCE AT EDGE OF UMBRELLA TO BE MINIMUM OF 84" AFF CLEAR 7.10 ACCESSIBLE SEATING 7.11 LOCATION OF APPROVED FIRE EXTINGUISHER RATED 2A-10BC. LOCATE WITHIN 30' TRAVEL DISTANCE FROM LIKE EXTINGUISHER. CHANHASSEN, MN #6038