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Preliminary Site PlanN:\0042319.00\DWG\CIVIL\0042319CV01.DWG CAFE ZUPAS © 2023 Westwood Professional Services, Inc.SHEET INDEXPRELIMINARY SITEDEVELOPMENT PLANSCAFE ZUPASCHANHASSEN, MNPREPARED FOR:CAFE ZUPAS460 UNIVERSAL CIRCLESANDY, UT 84070CONTACT: CHASE BAWDENPHONE: 801-835-0999EMAIL: CBAWDEN@CAFEZUPAS.COMVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.....................FORPREPARED BY:PROJECT NUMBER: 0042319.00CONTACT: JOSEPH SCHRAMMPhone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free PRELIMINARY SITEDEVELOPMENT PLANSCAFE ZUPASCHANHASSEN, MNFORINITIAL SUBMITTAL DATE: 05/02/2023SHEET: C0.1PROJECT NUMBER: 0042319.00SITESheet List TableSheet NumberSheet TitleC0.1COVERC1.0EXISTING CONDITIONS & REMOVALS PLANC2.0SITE PLANC3.0GRADING PLANC4.0EROSION CONTROL PLANC5.0SANITARY SEWER & WATERMAIN PLANC5.1STORM SEWER PLANC6.0DETAILSC6.1DETAILSL1.0LANDSCAPE PLAN GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTOSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP U G PUG PUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUG PUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANRIM=965.34INV(E)=962.09INV(W)=961.64RIM=966.44INV(W)=962.39RIM=966.82INV(S)=963.26RIM=967.53INV(W)=963.93RIM=965.03INV(N)=962.40INV(S)=961.0712" RCPSCALED PER PLANHYDRANT PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANSCALED PER PLAN12" RCP12" RCP12" RCPRIM=972.54INV(NW)=967.44INV(SE)=967.44SNOWPILESTSTOSTOSTOTPFTPF TPFTPFTPFTPFTPFTPF PROTECT TREE DURING CONSTRUCTION (TYP.)X\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\**XX\\\\\\\\\\\\\\\SAWCUT LINE (TYP.)SAWCUT LINE (TYP.)REMOVESTORMLINEREMOVE CURB (TYP.)REMOVE ASPHALT PAVEMENTREMOVE LIGHT POLE ANDUNDERGROUND ELECTRICLINESAWCUT & REMOVE ASPHALTPAVEMENT FOR SANITARYCONNECTIONREMOVE LIGHT POLEREMOVE TREEREPLACE INLETCASTINGS WITH R-1642\\\\\REMOVE CATCH BASINAND BULKHEAD 12"STORM LINESHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0042319.00\DWG\CIVIL\0042319EX01.DWG 05/02/2023CAFE ZUPASC1.0CHANHASSEN, MN CAFE ZUPAS EXISTING CONDITIONS & REMOVALS PLAN 05/02/2023 JAS JAS AKW 05/02/2023 460 UNIVERSAL CIRCLE SANDY, UT 84070 CAFE ZUPAS 56078 JOSEPH SCHRAMMNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0042319.00SOIL BORINGPIEZOMETERGUY WIREFLARED END SECTIONSANITARY MANHOLEBEEHIVE CATCH BASINCATCH BASINELECTRIC MANHOLEELECTRIC TOWERSEWER CLEANOUTPOWER POLEELECTRIC BOXELECTRIC METERSIGNHANDICAPPED STALLMONITORING WELLCABLE TV BOXNATURAL GAS METERSTREET LIGHTMAIL BOXPERC TESTSTEEL/WOOD POSTCONIFEROUS TREEDECIDUOUS TREEGATE VALVEWATER MANHOLECURB STOP BOXHYDRANTWATER METERHAND HOLE/JUNCTION BOXSTORM MANHOLETELEPHONE BOXTELEPHONE MANHOLELEGENDCULVERTNATURAL GAS VALVEFIRE DEPT. CONNECTIONFOUND MONUMENT (SEE LABEL)FLAG POLESCOSTWCSWEEETTTVGGMAILPMWHHSET MONUMENT (SEE LABEL)NATURAL GAS MANHOLENATURAL GAS RISER/SERVICEFIBER OPTIC PEDESTALCABLE TV MANHOLEFIBER OPTIC MANHOLENATURAL GAS VENT PIPECATCH BASIN MANHOLEDOWNSPOUTPOWER POLE WITH LIGHTDSGFOFOTVPROPERTY LINE\\\\\\CURB & GUTTERSAW CUT PAVEMENTSANSANITARY SEWERWATWATER MAINSTOSTORM SEWERCONCRETEBITUMINOUSBUILDINGTREELIGHT POLETRAFFIC SIGNEXISTINGPROPOSEDSANWATSTOCONSTRUCTION BARRICADEWATHYDRANTWATGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETUGPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVRETAINING WALLFENCEXSOIL BORING LOCATIONSB-19XEXISTINGREMOVALS\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\REMOVAL LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTSAND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTORSHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH ASFENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION.3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TOMAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FORREMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALLPERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.REMOVAL NOTESSSX*XXXTPFTREE PROTECTION FENCE GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP U G PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANRIM=972.54INV(NW)=967.44INV(SE)=967.44STONLINEPICKUPONLYORDERDRIVETHRUPROPOSED RESTAURANT3,050 SFFFE = 973.00EXITONLYXXXXX XX 26'9'18'12'12'7.26'26'14.67'14.21'34.35'33.99'12'20'12'8'9'18'60°72.27'R25'R25'R10'R8'R15'R50'R5'R5'R5'R10'R5'R10'R10'R15'55461818181811116889106111313159'191919242DAAAAAAAABBBBBDDDDCS.4S.5S.3S.2S.2S.120'29.44'24'10'EE40FB4' (TYP.)6'8' (TYP.)GGHR12'R15'SHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0042319.00\DWG\CIVIL\0042319SP01.DWG 05/02/2023CAFE ZUPASC2.0CHANHASSEN, MN CAFE ZUPASSITE PLAN 05/02/2023 . . . 05/02/2023 460 UNIVERSAL CIRCLE SANDY, UT 84070 CAFE ZUPAS 56078 JOSEPH SCHRAMMNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0042319.001 B612 CURB AND GUTTER2DFLUSH CURB AND GUTTER6CONCRETE CROSS GUTTER8PRIVATE CONCRETE SIDEWALK9PRIVATE PEDESTRIAN CURB RAMP10PRIVATE PARALLEL PEDESTRIAN CURB RAMP11CROSS WALK STRIPING13TRAFFIC ARROW15HANDICAP ACCESSIBLE SIGNAGE AND STRIPING18BOLLARD19PAVEMENT SECTIONS24CONCRETE CURB AT SIDEWALK40MODULAR BLOCK RETAINING WALL1·ZONING:CBD, CENTRAL BUSINESS DISTRICT·PARCEL DESCRIPTION:LOT 2, BLOCK 1 WEST VILLAGE 4TH ADDITION·PROPOSED LOT AREA:32,982 SF (0.76 AC)·TOTAL SITE AREA:13.22 AC·EXISTING SITE IMPERVIOUS:9.34 AC·POST CONSTRUCTION SITE IMPERVIOUS:9.27 AC·DECREASE IN SITE IMPERVIOUS:0.07 AC (2.62%)·STORMWATER EXEMPT IMPERVIOUS AREA0.00 AC·DISTURBED IMPERVIOUS AREA0.58 AC (6.21% OF EX. IMPERVIOUS)·NEW/RECONSTRUCTED IMPERVIOUS0.56 AC·TOTAL DISTURBED AREA0.73 AC·BUILDING GROSS SIZE:3,050 SF·BUILDING SETBACK PER CODE:0' FRONT/SIDE/REAR·PARKING SPACE/DRIVE AISLE:9' WIDE X 18' LONG, 26' AISLE·PARKING RATIO REQUIREMENTCITY OF CHANHASSENFAST FOOD:1 SPACE / 80 SF OF GFATOTAL SPACES REQUIRED (3,050/80):38 SPACES·PARKING PROVIDED:20 SPACES*ADDITIONAL 18 SPACES TO BE SHARED WITHSHOPPING CENTER PER PARKING AGREEMENT·DRIVE THRU STACKING PROVIDED:10 VEHICLESSITE DETAILS (SI-0XX)SITE DEVELOPMENT SUMMARY1.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONALSERVICES, MINNETONKA, MN, 02/04/2022.2.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.3.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.4.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED.5.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.6.ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED.7.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.9.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.10.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.11.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPAREDBY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.GENERAL SITE NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5TAMATCH EXISTING CURBBMATCH EXISTING CONCRETE PAVEMENT WITH SAWCUTCSTOP BARDPROPOSED LOT LINEEORDER LOCATIONFEXISTING LANDSCAPING & MONUMENT SIGNGSCREEN WALL (SEE ARCH. FOR DETAIL)HTRASH ENCLOSURE (SEE ARCH. FOR DETAIL)SITE KEYNOTESAS.1S.10S.2REFERENCESTOP SIGN30" X 30"R1-1SIZEMnDOT DESIGNATIONS.3S.4HANDICAP ACCESSIBLEDO NOT ENTERPEDESTRIAN CROSSING12" X 18"30" X 30"30" X 30"R7-8MR5-1W11-2SIGN LEGENDS.5DRIVE-THRU PARKINGSEE ARCH.N/A GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP U G PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANRIM=965.34INV(E)=962.09INV(W)=961.64RIM=966.82INV(S)=963.26RIM=967.53INV(W)=963.93RIM=965.03INV(N)=962.40INV(S)=961.0712" RCP12" RCP12" RCPRIM=972.54INV(NW)=967.44INV(SE)=967.44ST965970975964966967968969971972973974976977978 979970975969971972973974976977975971972973974976977970975969971972973974965970970970966967968969971971971972ONLINEPICKUPONLYORDERDRIVETHRUPROPOSED RESTAURANT3,050 SFFFE = 973.00EXITONLYXXXXX XX 71.1371.6572.1371.6171.9371.56LP71.33E.O.F.71.5771.89E.O.F.72.2672.5071.8072.02HP72.2171.75LP71.8672.0672.5072.5072.4472.38B 72.90F 72.40B 72.90F 72.40B 72.40F 72.40B 72.40F 72.40B 72.90F 72.40B 72.50F 72.50B 72.16F 72.1671.25LP69.6371.8071.9070.7770.6869.3069.3969.1269.2769.8471.2471.1971.7372.9773.5473.9174.30LP72.4972.0672.0872.1771.8672.5773.1972.73B 72.17F 71.67B 69.73F 69.23B 68.11F 67.61B 66.08F 65.5872.07970967968969 971 972970968969971972970971970969971972 975972973974976977971972972972 E.O.F.70.13TW: 72.59TW: 72.35BW: 71.35BW: 70.66BW: 69.52BW: 69.67TW: 72.39TW: 72.45TW: 72.52BW: 71.59SHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0042319.00\DWG\CIVIL\0042319GD01.DWG 05/02/2023CAFE ZUPASC3.0CHANHASSEN, MN CAFE ZUPASGRADING PLAN 05/02/2023 JAS JAS AKW 05/02/2023 460 UNIVERSAL CIRCLE SANDY, UT 84070 CAFE ZUPAS 56078 JOSEPH SCHRAMMNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0042319.00PROPERTY LINE982980POND NORMAL WATER LEVELRIDGE LINETOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980WATSANSPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALLGRADING LIMITSGLCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)GRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISEBUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACTLOCATIONS AND NUMBER OF DOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" ASPREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED.THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEELANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMENAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFICCONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THISSHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE ASMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONSARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOWLINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACEGRADE.9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITEGRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OFALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATINGAGENCIES.11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY ALICENSED PROFESSIONAL ENGINEER.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILLBE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKINGMINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, ORAPPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISIONAND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BEEXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALLBE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED INMNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA,SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARYCOMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENTGEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE ORUNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THECONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS ANDINSPECTIONS WITH THE GEOTECHNICAL ENGINEER.GRADING NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F. 965970975964966967968969971972973974976977978 979970975969971972973974976977975971972973974976977970975969971972973974965970970970966967968969971971971972GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP U G PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANRIM=972.54INV(NW)=967.44INV(SE)=967.44STPROPOSED RESTAURANT3,050 SFFFE = 973.00XXXXXXX SFSFSFSFSFSFSFSFSFSFSFSFSF S F S F TPFTPF TPFTPFTPFTPFTPFTPF970967968969971972970967968969971971972972972972 975971972973974976977ROCKCONSTRUCTIONENTRANCESILT FENCE(TYP.)INLETPROTECTION(TYP.)EROSIONCONTROLBLANKETTREEPROTECTIONFENCE (TYP.)STAGINGAREASHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0042319.00\DWG\CIVIL\0042319EC01.DWG 05/02/2023CAFE ZUPASC4.0CHANHASSEN, MN CAFE ZUPAS EROSION CONTROL PLAN 05/02/2023 JAS JAS AKW 05/02/2023 460 UNIVERSAL CIRCLE SANDY, UT 84070 CAFE ZUPAS 56078 JOSEPH SCHRAMMNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0042319.00PROPERTY LINESILT FENCEROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETSOIL BORING LOCATIONSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWERINLET PROTECTIONEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOURSFCURB AND GUTTEREROSION CONTROL LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITYCOMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BERELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONSPRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVERHAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVEDAND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREMEIMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL.TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THEGRADING CONTRACT.3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETERESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THECONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION ANDSILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES,EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADING ANDCONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THECONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENTEROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS ASDEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ONNEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVEDAFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THEOWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BEREMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED.4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TODETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.5.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEEDAND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OFCOMPLETION OF CONSTRUCTION.6.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT 30.5-POUNDSPER ACRE.B.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111(SPRING/SUMMER) AT 100-POUNDS PER ACREC.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PERACRE.D.POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.F.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROLBLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.12.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BERESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPERDRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.13.STAKING OFF AND MARKING OF PROPOSED INFILTRATION FACILITIES TO PREVENT SOILCOMPACTION BY HEAVY EQUIPMENT, STOCKPILING OF MATERIALS, AND TRAFFIC. IF INFILTRATIONFACILITIES ARE IN PLACE DURING CONSTRUCTION ACTIVITIES, BEST PRACTICES MUST BE DEPLOYEDTO PREVENT SEDIMENT AND OTHER MATERIAL FROM ENTERING THE PRACTICE(S). INFILTRATIONFACILITIES MUST NOT BE EXCAVATED TO WITHIN 3 FEET FINAL GRADE UNTIL THE CONTRIBUTINGDRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED. ANY ACCUMULATED SEDIMENT INAN INFILTRATION FACILITY MUST BE REMOVED IN MANNER THAT PREVENTS COMPACTION OF THEFACILITY BOTTOM. TO PROVIDE A WELL-AERATED, HIGHLY POROUS SURFACE, THE SOILS BELOW ANINFILTRATION PRACTICE MUST BE LOOSENED TO A MINIMUM DEPTH OF 18 INCHES PRIOR TOINSTALLATION OR PLANTING.14.CONSTRUCTION SHOULD INCLUDE MINIMIZATION OF THE DISTURBANCE INTENSITY AND DURATION,INCLUDING PHASING OF DISTURBANCE TO MINIMIZE QUANTITY OF DISTURBED AREA AT ANY ONETIME.GENERAL EROSION CONTROL NOTESSTOWATSANSB-19SB-19982980982980TREE PROTECTION FENCETPF GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP U G PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANRIM=965.34INV(E)=962.09INV(W)=961.64RIM=966.82INV(S)=963.26RIM=967.53INV(W)=963.93RIM=965.03INV(N)=962.40INV(S)=961.0712" RCPSCALED PER PLANHYDRANT PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANSCALED PER PLAN12" RCP12" RCPRIM=972.54INV(NW)=967.44INV(SE)=967.44SNOWPILESTONLINEPICKUPONLYORDERDRIVETHRUPROPOSED RESTAURANT3,050 SFFFE = 973.00EXITONLYXXXXX XX MH-6RE=972.83IE=967.41 (SW)IE=967.41 (N)SANITARY SEWER STUB-5IE=967.89 (N)VERIFY WITH MEPCONNECT TO EX. SAN SWRW/ 8" X 8" WYEIE=966.7027 LF-8" PVC @0.52%136 LF-8" PVC @ 0.52%2" WATERMAIN STUBCONNECT TO EX. 6"DIP WITH 2" WET TAP44 LF - 2" TYPE K COPPER33 LF-8" PVC @ 0.52%CONNECT TO GREASE INTERCEPTORGRND ELEV=972.19IE=967.75 (S)CONNECT TO GREASE INTERCEPTORGRND ELEV=972.40IE=967.58 (NE)1600 GAL. GREASEINTERCEPTORSEE PLUMBING PLANSSHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0042319.00\DWG\CIVIL\0042319UT01.DWG 05/02/2023CAFE ZUPASC5.0CHANHASSEN, MN CAFE ZUPAS SANITARY SEWER & WATERMAIN PLAN 05/02/2023 JAS JAS AKW 05/02/2023 460 UNIVERSAL CIRCLE SANDY, UT 84070 CAFE ZUPAS 56078 JOSEPH SCHRAMMNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0042319.001.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SANITARY SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITYREQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENTEDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATIONAND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITYENGINEERS ASSOCIATION OF MINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATEAND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEERTHAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THECONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION ANDDIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS ANDEXACT BUILDING UTILITY CONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OFTHE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINECONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, ANDUTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIREDTESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSETO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SOBY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONSOF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FORADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THEJOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPEMANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TOCONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION.8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGSWITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS ORCONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISESHOWN OR NOTED.11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATERLINES SHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALL BE PER AWWA C900 ANDINSTALLED PER AWWA C605 IF ALLOWED BY CITY.12.ALL WATER LINES SHALL HAVE 7.5'MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8'OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4INCHES OF THICKNESS.13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC)SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPEWITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40 PER ASTMD2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTSMUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE ANDCEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBINGCODE, PART 712.0.14.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PERMINNESOTA PLUMBING CODE, PART 604.9.15.POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWASTANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL JOINT RESILIENT WEDGEGATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARMSWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT).16.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITHAN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATIONAND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNEROR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.17.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ONPLAN REFLECT THE SUMPED ELEVATIONS.GENERAL WATERMAIN & SANITARY SEWER NOTESSANITARY SEWER AND WATERMAIN LEGENDEXISTINGPROPOSEDSANITARY SEWERSTORM SEWERWATER MAINEASEMENT LINEPROPERTY LINEHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASUNDERGROUND ELECTRICUNDERGROUND TELEPHONEOVERHEAD ELECTRICOVERHEAD TELEPHONETELEPHONE FIBER OPTICCABLE TELEVISIONSANITARY SEWER FORCE MAINCURB AND GUTTERSANSTOWATWATGASGASPUGPUGTUGTOHPOHPOHTOHTOHFOFOCTVCTVFMFMSDT GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP U G PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANRIM=965.34INV(E)=962.09INV(W)=961.64RIM=966.82INV(S)=963.26RIM=967.53INV(W)=963.93RIM=965.03INV(N)=962.40INV(S)=961.0712" RCPSCALED PER PLANHYDRANT PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANSCALED PER PLAN12" RCP12" RCPRIM=972.54INV(NW)=967.44INV(SE)=967.44STONLINEPICKUPONLYORDERDRIVETHRUPROPOSED RESTAURANT3,050 SFFFE = 973.00EXITONLYXXXXX XX CB-101RE=972.52IE=968.52 (W)STMH-100RE=972.28IE=968.48 (E)SUMP=965.48STMH-500RE=971.53IE=965.00 (W)STMH-200RE=972.03IE=965.00 (W)SUMP=962.00CBMH-204RE=971.86IE=968.36 (N)CBMH-201RE=971.33IE=967.96 (SW)IE=968.00 (NW)IE=965.36 (E)STMH-300RE=970.86IE=965.52 (SE)SUMP=962.52CB-202RE=971.13IE=968.13 (SE)CB-301RE=969.63IE=965.63 (NW)43 LF-12" STM SWR @ 0.50%71 LF-18" STM SWR @ 0.50%8 LF-12" STMSWR @ 0.50%25 LF-12" STMSWR @ 0.50%21 LF-12" STMSWR @ 0.50%52 LF-12" STMSWR @ 2.08%36 LF-12" STM SWR @0.50%STMH-203RE=972.19IE=968.14 (S)IE=968.14 (NE)EX. STRUCTURERAISE RIM TO RE=968.59REPLACE CASTING WITH R-1642EX. STRUCTURERAISE RIM TO RE=969.11REPLACE CASTING WITH R-1642CONNECT TO EX. STRUCTUREIE = 963.93SHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0042319.00\DWG\CIVIL\0042319UT01.DWG 05/02/2023CAFE ZUPASC5.1CHANHASSEN, MN CAFE ZUPASSTORM SEWER PLAN 05/02/2023 JAS JAS AKW 05/02/2023 460 UNIVERSAL CIRCLE SANDY, UT 84070 CAFE ZUPAS 56078 JOSEPH SCHRAMMNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0042319.001.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL STORM SEWER MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS,MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION ANDSANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERSASSOCIATION OF MINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATEAND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEERTHAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THECONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION ANDDIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS ANDEXACT BUILDING UTILITY CONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OFTHE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINECONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, ANDUTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIREDTESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSETO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SOBY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONSOF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.7.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGSWITH STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.8.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISESHOWN OR NOTED.9.STORM SEWER PIPE:A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY.B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER,CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76,WITH GASKETS PER ASTM C443.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTOM252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OFASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321.D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 ANDINSTALLED PER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT ORWATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWERLOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PERMINNESOTA PLUMBING CODE, PART 712.10.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PERMINNESOTA PLUMBING CODE, PART 604.9.11.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITHAN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATIONAND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNEROR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.12.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS INPAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPEDELEVATIONS.GENERAL STORM SEWER NOTESSTORM SEWER LEGENDEXISTINGPROPOSEDSANITARY SEWERSTORM SEWERWATER MAINEASEMENT LINEPROPERTY LINEHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASUNDERGROUND ELECTRICUNDERGROUND TELEPHONEOVERHEAD ELECTRICOVERHEAD TELEPHONETELEPHONE FIBER OPTICCABLE TELEVISIONSANITARY SEWER FORCE MAINCURB AND GUTTERSANSTOWATWATGASGASPUGPUGTUGTOHPOHPOHTOHTOHFOFOCTVCTVFMFMSDT SHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0042319.00\DWG\CIVIL\0042319DT01.DWG 05/02/2023CAFE ZUPASC6.0CHANHASSEN, MN CAFE ZUPASDETAILS 05/02/2023 JAS JAS AKW 05/02/2023 460 UNIVERSAL CIRCLE SANDY, UT 84070 CAFE ZUPAS 56078 JOSEPH SCHRAMMNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com. . . . . . . . . . ### ## or ##PROJECT NUMBER: 0042319.00CONCRETE VALLEY GUTTERSI52NOTE:1.CONCRETE GUTTER SHALL BE PER MnDOT SPEC 2531LAST REVISED:04/21/17SLOPE3/4" PER FT3'7"#4 REBARSECTION A-ALAST REVISED:01/09/20B6 STYLE CURB AND GUTTERSI01NOTES:1.EXPANSION JOINT SPACING IS 100'2.MIN. 3" CL. 5 UNDER C.&G.3.CURB SHALL BE PER MnDOT SPEC 25317"8"X"Y"6"13 1/2"Curb TypeXYB612B618B62424"18"12"20"26"32"SLOPE 3/4" PER FT.13R-3"R=3"R=1/2"TIP OUT SLOPE 3/4" PER FT.CONCRETE CROSS GUTTERSI06NOTES:1.1/2" PREFORMED JOINT FILLER MATERIAL- AASHTO M2132.CONCRETE GUTTER SHALL BE PER MnDOT SPEC 2531LAST REVISED:08/15/17EXPANSION JOINT(TYP.)SLOPE3/4" per ft3'7"#4 REBARSECTION A-A3' MIN.GUTTER FLOW LINEAA12"PRIVATE CONCRETE SIDEWALKSI08NOTES:1.SEE ARCHITECTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT.2.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.LAST REVISED:08/15/17FINISH GRADESEE PLAN4" CONCRETE WALK WITHCONTRACTION JOINTS EVERY 5' ANDEXPANSION JOINTS EVERY 100' OR AT90° INTERSECTIONS2% CROSS SLOPE6" MIN.4" MNDOT SPEC 3138 CLASS 5AGGREGATE BASENOTES:1.TAPED AREAS TO BE CENTERED AND ALIGNED ON CENTER LINE AND LANE LINES. MAKE ADJUSTMENTS IN CENTER MEDIAN AREA.2.ZEBRA CROSSWALKS SHALL BE WHITE POLYMER-PREFORMED TAPE OR AN ACCEPTABLE EQUIVALENT APPROVED BY THE ENGINEER.3.A MINIMUM OF 1.5 FT. CLEAR DISTANCE MUST BE LEFT ADJACENT TO CURB. IF LAST STRIPED AREA FALLS INTO THIS DISTANCE, IT MUST BE OMITTED.4.REMOVE ALL CONFLICTING PAVEMENT MARKINGS AS DIRECTED BY THE ENGINEER.5.AT SKEWED CROSSWALKS, THE TAPED AREAS ARE TO REMAIN PARALLEL TO THE LANE LINES.6.WHERE PAVEMENT MARKINGS CAN NOT BE INLAYED INTO THE HOT MAT, PAVEMENT SHALL BE GROOVED FOR THE INSTALLATION OF THE POLYMER-PREFORMED MARKINGS. SEE Mn/DOT STANDARD SPECIFICATION 2564.LAST REVISED:08/15/17CROSS WALK STRIPINGSI11PAVEMENT MARKING(TYP.)DRIVING LANE(WIDTH VARIES)6 FT3 FT 3 FT DRIVING LANE(WIDTH VARIES)ROADCLNOTE:1.ALL TRAFFIC FLOW ARROWS TO BE SOLID WHITE REFLECTIVE TRAFFIC PAINT AS PER DIMENSIONS ABOVETRAFFIC ARROWLAST REVISED:08/15/17SI132.001.75 3.75 1.002.00R4.75HANDICAP SYMBOLLAST REVISED:08/15/17HANDICAP ACCESSIBLE SIGNAGE AND STRIPINGSI15HANDICAP SIGNNOPARKINGNOTE:BOTTOM OF SIGNS TO BE MOUNTED60"-66" FROM PARKING GRADE, SEESIGN POST INSTALLATION DETAILHANDICAP PARKINGNOTE:STRIPING TO MATCHPARKING, UNLESSPER LOCAL CODENOTE:SEE PLAN FOR PARKING LAYOUTNOPARKINGPARKINGVEHICLE IDREQUIREDUP TO $200 FINEFOR VIOLATIONVANACCESSIBLENOPARKING ACCESS AISLEHANDICAP PARKING SPACE WITHPAINTED INTERNATIONAL SYMBOL OFACCESSIBILITY WITH CONTRASTINGSQUARE BACKGROUND, CENTEREDTOWARD DRIVE AISLE.HANDICAP PARKINGSIGNS, 12"X18", OR PERLOCAL CODEHANDICAP SIGNCENTERED AT HEAD OFSPACE ON CENTER STRIPEHANDICAP PARKING ACCESSAISLE WITH PAINTED 12"HIGH LETTERING OF "NOPARKING" CENTEREDTOWARD DRIVE AISLEPER CITYCODEHANDICAP VANACCESSIBLE PARKINGSIGN, 12"X16", OR PERLOCAL CODE, ASAPPLICABLEFACE OF CURBSIDEWALKHANDICAP SIGNCENTERED AT HEAD OFSPACE, 2' MIN. AND 8'MAX. FROM FACE OFCURB2"-0"2"-0"10" DIAMETER CENTERSYMBOL IN PARKING STALL,ALL LINES TO BE 5" WIDE2"-0"NOPARKING4" WIDE PAINTED STRIPINGAT 45 DEGREES AND AT 2'O.C. AT ACCESS AISLE8'MIN.8'MIN.8'MIN.5°67.5°LAST REVISED:08/15/17BOLLARDSI18NOTES:1.4" DIAMETER STD. STL. PIPE CONCRETE FILLED @ DRIVE-THRU ONLY, 6" @ ALL OTHER LOCATIONS INCLUDING UTILITIES, TRASH ENCLOSURE, AND SPRINKLER RISERS. PROVIDE 1/4" WELDED CLOSURE PLATE AT BOTTOM. PAINT EXPOSED PIPE YELLOW, SECURITY BOLLARDS TO RECEIVE POLYETHYLENE COVER.2.24" DIAMETER CONCRETE FOUNDATION. USE SONOTUBE FORM.3.3/8" DIAMETER WELDED HOOPS. 18" DIAMETER TOP, BOTTOM AND CENTER.4.SOLID UNDISTURBED SOIL.5.PROVIDE PITCH, SMOOTH CONCRETE FINISH.4'-0"3'-0" AT DRIVE UP4'-0"3"155TOP OFPAVEMENT234SI19PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS.LAST REVISED:08/15/17PAVEMENT SECTIONS2" MnDOT TYPE SPWEA340E WEARING COURSE3" MnDOT TYPE SPNWB330E BASE COURSE12" MnDOT SPEC. 3138 CLASS 56" CONCRETE PAVEMENT W/ #4 REBAR AT 16" O.C. EACH WAY6" MnDOT SPEC. 3138 CLASS 5CONCRETE PAVEMENTBITUMINOUS PAVEMENT (HEAVY DUTY)BITUMINOUS PAVEMENT (STANDARD DUTY)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COAT2" MnDOT TYPE SPWEA340E WEARING COURSE2" MnDOT TYPE SPNWB330E BASE COURSE8" MnDOT SPEC. 3138 CLASS 5COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COATBUILDING CONTRACTORSI24CONCRETE CURB AT SIDEWALKEDGE OFCURBEXPANSION JOINTNOTE:SEE STRUCTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT.6"SITE CONTRACTORCONC SIDEWALKLAST REVISED:08/15/17BASE MATERIAL6"MAX.8"ANOTES:1.PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM CROSS SLOPE BOTH DIRECTIONS.2.CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48'' LANDING BETWEEN, OR PROVIDE AT-GRADE CROSSING.3.SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE.4.ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH.5.RAMP AND FLARED SIDE SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO TRAVEL PATH.6.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.ALAST REVISED:08/15/17PRIVATE PEDESTRIAN CURB RAMPSI092PLAN VIEW OF DIAGONAL RAMPPLAN VIEW OF PERPENDICULAR RAMPSECTION A-AELEVATION OF RAMP32333FACE OFCURB5BACK OFCURB5FACE OFCURBCURB FACEOR GUTTER5% APPROACHSLOPE MAX1/2" PREFORMEDJOINT FILLER MATERIALRAMP 8.33%MAX. SLOPEROUND ALL SLOPEDINTERSECTIONSSIDE FLARE 10%MAX. SLOPECONCRETE WALK8"5'-4"MIN.5' MIN.4' MIN. ORPER PLAN5' MIN.5'-4"MIN.5' MIN.5' MIN.4' MIN. ORPER PLANRAMP5'-4" MIN.LANDING4' MIN.SIDE FLARE5' MIN.RAMP4' MIN.SIDE FLARE5' MIN.AA114LAST REVISED:11/29/18FLUSH CURB AND GUTTERSI02-D12"8"20"SLOPE GUTTER TO MATCH(3/4" PER FT. TYP)TIP GUTTER OUT AS REQUIRED3" RADIUS1/2" RADIUS7"1/4" BACK8.5"PARALLEL RAMP SECTION A-ALAST REVISED:08/15/17PRIVATE PARALLEL PEDESTRIANCURB RAMPSI10AANOTES:1.CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS.RAMP CROSS SLOPE 2% MAXIMUM.2.RAMP SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TOTRAVEL PATH.3.ANY VERTICAL LIP THAT OCCURS ATTHE FLOW LINE MAY NOT BE GREATERTHAN 1/4 INCH.ISOMETRIC PLANRAMP 8.33% SLOPEMAX. OR PER PLANINTEGRAL CURB WITH ROUNDEDEDGES TO HOLD ADJACENT GRADE,AS REQUIREDLANDING 2% MAX.CROSS SLOPE,BOTH DIRECTIONSPROVIDE A FLAT 4'x4' LANDING BEHINDTHE PEDESTRIAN RAMP, 2% MAX. CROSSSLOPEFRONT FACEOF CURBCURB FACEOR GUTTER5% APPROACHSLOPE MAX.1/2" PREFORMEDJOINT FILLERMATERIAL (TYP.)CONCRETESURFACEINTEGRAL CURB TOHOLD ADJACENTGROUND, AS REQUIREDLANDINGCONCRETE WALKROUND ALL SLOPEDINTERSECTIONSINTEGRAL CURB TOHOLD ADJACENTGROUND, AS REQUIREDSIDEWALKWIDTH4' MIN. ORPER PLANRAMP6' TYP.7' MAX.LANDING4' MIN.RAMP6' TYP.7' MAX.6" WIDTH,DEPTH ASNEEDEDRAMP 8.33% SLOPEMAX. OR PER PLANELEVATION37' MAX.7' MAX.PROVIDE A FLAT 4'x4' LANDINGBEHIND THE PEDESTRIAN RAMP, 2%MAX. CROSS SLOPE3'-0"7'-0"3'-0"SIGN INSTALLEDIN LANDSCAPE AREAHANDICAP STALL PARKING SIGNINSTALLED IN PARKING LOTNOTE:1.SIGN TO BE 2-SIDED WHERE HANDICAP PARKING STALLS FACE ONE ANOTHER.2.PARKING GRADE IS DEFINED AS EITHER FLOW LINE OF CURB OR PAVEMENT SURFACEAT THE HEAD OF THE STALL.12"LAST REVISED:06/15/19SIGN POST INSTALLATIONSI14CONCRETE CURB &GUTTERCAP REQUIRED2" GALVANIZEDSTEEL PIPE,ROUND, SET INCONCRETEMOWING EDGEPAVEMENT6" STEELCASINGCONCRETEFOOTING2'-0"MIN.10"BOTTOM OF THELOWEST SIGN TOBE MOUNTED60"-66" FROMPARKING GRADE2'-0"MIN.3'-6" MIN. FROSTDEPTH IF GREATERLAST REVISED:08/15/17SI40MODULAR BLOCK RETAINING WALL8"NOTE:CONTRACTOR TO PROVIDE ENGINEERING ANDSHOP DRAWINGS IF WALL IS GREATER THAN 4FEET TALL. CONTRACTOR TO SUBMIT WALLBLOCK TYPE, SIZE, AND COLOR FOR APPROVAL.1" - 1 1/4"SWALE AT TOP OF WALLMAY BE REQUIRED, VERIFY8" MIN. LOW PERMEABLE SOILFILTER FABRICUNIT DRAINAGE FILL(3/4" CRUSHED ROCKOR STONE)APPROXIMATE LIMITSOF EXCAVATION4" PERFORATED PVC DRAINTILEWRAPPED IN FILTER FABRIC,DAYLIGHT OR TO STORM SYSTEM,AS REQUIREDUNREINFORCED CONCRETE ORCRUSHED STONE LEVELING PADFINISHED GRADECONCRETE MODULAR BLOCKANCHORING PINS (AS REQUIRED)CAP UNIT, ADHERED TO TOPCOURSE WITH ADHESIVEFOUNDATIONSOILRETAINED SOILDESIGN HEIGHT SHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0042319.00\DWG\CIVIL\0042319DT01.DWG 05/02/2023CAFE ZUPASC6.1CHANHASSEN, MN CAFE ZUPASDETAILS 05/02/2023 JAS JAS AKW 05/02/2023 460 UNIVERSAL CIRCLE SANDY, UT 84070 CAFE ZUPAS 56078 JOSEPH SCHRAMMNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com. . . . . . . . . . ### ## or ##PROJECT NUMBER: 0042319.0012" SIDE SPACING(TYP.)6" INTERIOR SPACING(MIN.)77"(TYP.)LAST REVISED:05/02/2023UNDERGROUND STORMWATER STORAGEWASHED COURSE AGGREGATE40% VOIDSSUITABLE SUBGRADE MATERIALPAVEMENT SECTION. SEE DETAIL FORSPECIFIC DEPTHS.ON-SITE FILL MATERIALINLET PIPE IE = SEE PLANBOTTOM OF ROCK = 964.1712"MC-3500 CHAMBER PROFILEBOTTOM OFCHAMBER = 965.00N.T.S.10"ADS-GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILE ALL AROUNDCLEAN, CRUSHED, ANGULAR STONE*DETAIL IS SCHEMATIC FOR HYDRAULIC MODELING AND PERMITTING ONLY. SEE FINAL PLANS AND DETAILS BY STORMWATER VENDOR FOR CONSTRUCTION.*TOP OF ROCK = 969.75TOP OF CHAMBER = 968.75100 YEAR HWL = 969.7445" (MC-3500)2'-3"4'LAST REVISED:08/11/17SS01AAOUTLET PIPENOTES:1.THIS CONSTRUCTION IS NOT TO BE USED WITH PIPE LARGER THAN 36" DIAMETER.2.PIPE TO MANHOLE CONNECTION SHALL HAVE "A-LOK" CAST-IN-GASKET.MANHOLE CASTING & COVER, NEENAH NO. R-1642 STAMPED"SANITARY SEWER" OR EQUAL w/CONCEALED PICK HOLE.ADJUSTING RINGS (2 MIN., 6 MAX.). SET IN FULLMORTAR BED. PLASTER INSIDE AND OUTSIDE.ECCENTRIC CONESTEPS - MNDOT TYPE "N" OR TYPE "W"SPACED VERTICALLY AT 16" O.C.PREFORMED GASKET TYPE SEALSTANDARD 4'-0" I.D. MANHOLE SECTION.HEIGHT VARIES AS REQUIRED.PROVIDE MORTAR FILLETS TO FIT BOTTOMPORTIONS OF PIPE TO DIRECT FLOW TO OUTLET.SEE SECTION A-A.PRECAST CONCRETE BASE. ALTERNATE 8"CONCRETE BASE POURED IN PLACE, IFAPPROVED BY ENGINEER.SHAPE MORTAR FILLET TO PROVIDEA FLAT AREA EACH SIDE OF INVERTFOR STANDING ROOM. THESE MUSTBE SLOPED TO DRAIN INTO INVERT.INVERT7" 4'VARIES8"6'PROFILE VIEWSECTION A-AINVERTSANITARY MANHOLE PRECAST MANHOLEWITH ADJUSTABLE RINGSVARIES(SEE PLAN)LAST REVISED:08/10/17ST03STANDARD MANHOLEAANOTES:1.BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET.2.PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED.3.SEE DETAIL ST16 FOR CASTING TYPE.MINIMUM OF TWO 2"ADJUSTING RINGSCONCRETE CATCHBASIN MANHOLEAND BASE TO BECRETEX TYPE 433B ORAPPROVED EQUALMANHOLE COVER TOBE CRETEX TYPE II WITHEITHER 27" ROUND OR24"x36" RECTANGULAROPENINGVARIES 24"SECTION A-APLAN36"LAST REVISED:08/10/17ST01AARECTANGULARCATCH BASINGUTTER LINETRANSITION SECTIONEXPANSIONJOINT & FILLERB612 CURBTRANSITION SECTIONGUTTER LINEEXPANSIONJOINT & FILLERB612 CURBCATCH BASIN STRUCTUREBITUMINOUS PAVINGDEPRESS CASTING 0.15' BELOW GUTTER LINECONCRETE CURB & GUTTER BEYONDBOULEVARDADJUST BOX HEIGHT TO MATCHTOP OF CONCRETE CURBSET CASTING IN MORTAR BEDUSE ADJUST RINGS AS NEEDEDC.B. STRUCTURE-PRECASTCONC. 24"x36" (INSIDE)GROUT INVERT IN THE FIELDSTORM SEWERAGGREGATE BASEBITUMINOUS PAVINGSEE DETAIL ST16 FORCASTING TYPEPRECAST BASE4'4'PLAN VIEWSECTION A-A GASGASGASGASGASGASGASGASGASGASGASGASSTOSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATTPROPOSED RESTAURANT3,050 SFFFE = 973.00XXXXXXXABA ACBBADDDCCCCCCCREPAIR AND/OR REPLACE ANY EDGING, MULCH, AND PLANTMATERIAL DISTURBED OR DAMAGED DURING CONSTRUCTION. REPAIR/REPLACEWITH LIKE KIND, MATCH EXISTING.CCCCONIFEROUS TREESQTYCOMMON / BOTANICAL NAMESIZESPACING O.C.NWS1NORWAY SPRUCE / PICEA ABIES8` HT B&BAS SHOWNDECIDUOUS TREESQTYCOMMON / BOTANICAL NAMESIZESPACING O.C.FSM1FALL FIESTA® SUGAR MAPLE / ACER SACCHARUM 'BAILSTA'2.5" CALAS SHOWNAGG2AUTUMN GOLD GINKGO / GINKGO BILOBA 'AUTUMN GOLD'2.5" CALAS SHOWNIMH1IMPERIAL® HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS 'IMPCOLE'2.5" CALAS SHOWNPRE1PRAIRIE EXPEDITION® AMERICAN ELM / ULMUS AMERICANA 'LEWIS & CLARK'2.5" CALAS SHOWNORNAMENTAL TREESQTYCOMMON / BOTANICAL NAMESIZESPACING O.C.ABS2AUTUMN BRILLIANCE SERVICEBERRY / AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE'1.5" CAL.AS SHOWNTCH1THORNLESS COCKSPUR HAWTHORN / CRATAEGUS CRUS-GALLI INERMIS1.5" CAL.AS SHOWNSSC1SPRING SNOW CRABAPPLE / MALUS X 'SPRING SNOW'1.5" CAL.AS SHOWNIRW1IRONWOOD / OSTRYA VIRGINIANA1.5" CAL.AS SHOWNCONIFEROUS SHRUBSQTYCOMMON / BOTANICAL NAMESIZESPACING O.C.BNS15BIRD'S NEST NORWAY SPRUCE / PICEA ABIES 'NIDIFORMIS'#5 CONT.4`-0" O.C.HMA6HOLMSTRUP ARBORVITAE / THUJA OCCIDENTALIS 'HOLMSTRUP'#5 CONT.5`-0" O.C.DECIDUOUS SHRUBQTYCOMMON / BOTANICAL NAMESIZESPACING O.C.AFD8ARCTIC FIRE® RED TWIG DOGWOOD / CORNUS SERICEA 'FARROW'#5 CONT.4`-0" O.C.DBH3DWARF BUSH HONEYSUCKLE / DIERVILLA LONICERA#5 CONT.3`-0" O.C.GCF9GOLD CLUSTER™ FORSYTHIA / FORSYTHIA X INTERMEDIA 'COURTANEUR'#5 CONT.4`-0" O.C.GRASSESQTYCOMMON / BOTANICAL NAMESIZESPACING O.C.KFG9KARL FOERSTER FEATHER REED GRASS / CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'#1 CONT.24" O.C.PDS3PRAIRIE DROPSEED / SPOROBOLUS HETEROLEPIS#5 CONT.24" O.C.ANNUALS/PERENNIALSQTYCOMMON / BOTANICAL NAMESIZESPACING O.C.BRA12BURGUNDY RED ASTILBE / ASTILBE X ARENDSII 'BURGUNDERROT'#1 CONT.18" O.C.BJD9BAJA DAYLILY / HEMEROCALLIS X 'BAJA'#1 CONT.24" O.C.AJS6AUTUMN JOY SEDUM / SEDUM X 'AUTUMN JOY'#1 CONT.18" O.C.SHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0042319.00\DWG\CIVIL\0042319LP01.DWG 05/02/2023CAFE ZUPASL1.0CHANHASSEN, MN CAFE ZUPASLANDSCAPE PLAN 05/02/2023 JAS JAS AKW 05/02/2023 460 UNIVERSAL CIRCLE SANDY, UT 84070 CAFE ZUPAS 44018 JEFF R. WESTENDORFNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0042319.00ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUM O.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINERNOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY.PLANT SCHEDULELAST REVISED:10/23/18SHRUB & PERENNIALCONTAINER PLANTINGLA27-CN.T.S.2XCONT.DIAMETERSET CONTAINER ROOT SOIL ONUNDISTURBED SUBSOIL OR MILDCOMPACTED SOIL FOR DEPTH TO MATCHFINISH GRADESCARIFY SIDES AND BOTTOM OF HOLE.DEPTH PER CONTAINER SOIL DEPTHBACKFILL PLANT PIT WITH SPECIFIEDPLANTING SOIL OR AS APPROVEDEDGING AT PLANTING BEDS, AS SPECIFIED,ADJACENT TO LAWN AREASMULCH AS SPECIFIED (AND FILTER FABRIC,AS INDICATED)REMOVE CONTAINER, SCARIFY SIDES, ANDSET SOIL MASS ON COMPACTED SOIL BASEMOUND, MATCHING SHRUBS NATURALGROUNDLINE WITH FINISHED GRADELAST REVISED:10/19/18DECIDUOUS TREEPLANTINGLA28N.T.S.SET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITH FINISHEDSITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIED BACKFILLSOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.TREE WRAP MATERIAL FROM GROUNDLINEUPWARD TO FIRST BRANCHES, AS REQUIRED.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.2XBALLDIAMETERSET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITHFINISHED SITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIEDBACKFILL SOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.2XBALLDIAMETERLAST REVISED:10/19/18EVERGREEN TREEPLANTINGLA29N.T.S.ASHREDDED HARDWOOD MULCH (TYP.)BEDGER (TYP.)CSOD (TYP.)DEXISTING TREE TO REMAINALANDSCAPE KEYNOTESLANDSCAPE LEGENDSHRUBSOVERSTORY DECIDUOUS TREEORNAMENTAL TREEPERENNIALSEDGERCANOPY/ EVERGREEN TREE REQUIREMENTPROPOSED COMMERCIAL DEVELOPMENT ADJOINING EXISTING COMMERCIAL DEVELOPMENT REQUIRESA BUFFERYARD "A".BUFFERYARD "A" REQUIRED PLANT UNITS PER 100 FT:1 CANOPY TREE2 ORNAMENTAL TREES3 SHRUBSLINEAR FEET OF SITE PERIMETER REQUIRING A BUFFERYARD= 320 FTREQUIRED PLANT MATERIAL: CANOPY= 4 ORNAMENTAL= 8 SHRUBS= 12A MINIMUM 20' BUFFERYARD TO BE PROVIDED. BUFFERYARD "A" REQUIRED PLANT UNIT MULTIPLIERFOR A 20' BUFFERYARD= .6REQUIRED PLANT MATERIAL WITH MULTIPLIER: CANOPY= 3 ORNAMENTAL=5 SHRUBS= 8PARKING LOT LANDSCAPE- FOR EACH 100 SF, OR FRACTION THEREOF, OF VEHICULAR USE AREA, 8 SFOF LANDSCAPED AREA SHALL BE PROVIDED. A MINIMUM OF ONE TREE SHALL BE REQUIRED FOR EACH250 SF OR FRACTION THEREOF, OF REQUIRED LANDSCAPE AREA.VEHICULAR USE AREA= 16,270 SFREQUIRED LANDSCAPE AREA= 1302 SF (16270/100=162.7*8=1301.6)PARKING LOT TREE REQUIREMENT= 6 TREES (1301.6/250=5.21)*CANOPY TREES MAY BE SUBSTITUTED WITH ORNAMENTAL TREES: TREES HAVING AN AVERAGE MATURE SPREAD OF CROWN LESS THAN 15 FT MAY BE SUBSTITUTED BY GROUPING OF THE SAME SOAS TO CREATE THE EQUIVALENT OF A 15 FT CROWN SPREAD. *COMPLIMENT OF TREES- NO MORE THAN 10% OF THE TREES MAY BE FROM ANY ONE TREE SPECIES,NO MORE THAN 20% OF THE TREES MAY BE FROM ANY ONE GENUS, AND NO MORE THAN 30% OFTREES FROM ANY ONE FAMILY.*1 TREE PER 30 LF OF SITE PERIMETER ABUTTING A PUBLIC RIGHT OF WAY (160/30=5.33 6 TREES)TREES REQUIRED= 14 (3 BUFFERYARD CANOPY + 5 BUFFERYARD ORNAMENTAL + 6 PARKING LOT)TREES PROVIDED= 143 EXISTING DECIDUOUS TREES1 PROPOSED CONIFEROUS TREES5 PROPOSED DECIDUOUS TREES5 PROPOSED ORNAMENTAL TREES**DRIVE THRU STACKING REQUIRES SCREENING. TRASH ENCLOSURE REQUIRES SCREENING.**LANDSCAPE SUMMARY1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANYPLANTS OR LANDSCAPE MATERIAL.2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR.5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTENACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING.6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS:ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3.7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES.9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY.10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BEREMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVEFINISHED GRADE.11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS.12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES.13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR.15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECTFOR THE NEED OF ANY SOIL AMENDMENTS.16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS,ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 6" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTHTOPSOIL FOR TREE, SHRUBS, AND PERENNIALS.17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH.SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDEDHARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL COLORED, OR APPROVED EQUAL. MULCH TO MATCH EXISTING CONDITIONS (WHEREAPPLICABLE).18.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTHCURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZECURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS.INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE).19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREESAND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS ANDENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSIONCONTROL PLAN.20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOPDRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, ANDNORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALLPARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR.21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOTPROVIDE WATER FOR CONTRACTOR.22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION.23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.PLANTING NOTESCONIFEROUS TREE