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19-07-23 West 79th St. Parking LotTTGEWESTS TR E E T79THMARKET BOULEVARDARBORETUM BOULEVARD (MN STATE HIGHWAY 5)APPLEBEE'SN:\0020082.00\DWG\CIVIL\PARKING\0020082CV01.DWG WEST 79TH ST. PARKING LOT © 2019 Westwood Professional Services, Inc.CONSTRUCTION PLANSWEST 79TH ST. PARKING LOTCHANHASSEN, MNPREPARED FOR:SOLOMON REAL ESTATE GROUP8560 KELZER POND DRIVEVICTORIA, MN 55386CONTACT: JAY SCOTTPHONE: 651.336.6060EMAIL: JAYSCOTT@SOLOMONRE.COMFORFORSITE & GRADINGPREPARED BY:PROJECT NUMBER: 0020082.00CONTACT: DANIEL M. PARKSPhone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150CONSTRUCTION PLANSWEST 79TH ST. PARKING LOTCHANHASSEN, MNFORFORSITE & GRADINGINITIAL SUBMITTAL DATE: 07/23/19SHEET: C000 OF 4PROJECT NUMBER: 0020082.00Sheet NumberSheet TitleC000COVERC100EXISTING CONDITIONS & REMOVALS PLANC200CIVIL SITE PLANC300GRADING, STORM SEWER, & EROSION CONTROL PLANCONTEXT MAP (1"=80')NOT FOR CONSTRUCTION SSSSSSWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANWATEDGE OF WATEREDG E O F W A T E REDGE OF WATERFESINV=943.18PONDPONDEX. CBRE=945.71EX. CBRE=945.60EX. FESIE=941.64STOSTO STO STSSSSSSFOWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANWAT953952951950948947946945 944943942946947951950949948 9479489479469469459 4 4 9 4 3 9 4 2943944 946FESINV=943.18SSTSTTSSSTGESANSANSANSANSANSANSANSANSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANWATWATWATWATWESTS TR E E T79THARBORETUM BOULEVARD (MN STATE HIGHWAY 5)REMOVE CURB & GUTTERREMOVE CURB & GUTTERREMOVE TREE (TYP.)REMOVE TREE (TYP.)B-2B-1B-3\\\\\\\\\\\\\\\\\\\\\MANHOLE NOT LOCATED IN SURVEYXXXXXXXXXXXXXXXSHEET NUMBER:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0020082.00\DWG\CIVIL\PARKING\0020082EX01.DWG CHANHASSEN, MN07/23/19DMPDMPTDMWEST 79TH ST. PARKING LOTEXISTING CONDITIONS &REMOVALS PLAN8560 KELZER POND DRIVEVICTORIA, MN 55386WEST 79TH ST. PARKING LOTC10007/23/191891907/23/19DANIEL M. PARKSSOLOMON REAL ESTATE GROUPNOT FOR CONSTRUCTION© 2019 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'..........20'PROJECT NUMBER: 0020082.00PROPERTY LINE\\\\\\CURB & GUTTERSAW CUT PAVEMENTSANSANITARY SEWERWATWATER MAINSTOSTORM SEWERCONCRETEBITUMINOUSTREELIGHT POLETRAFFIC SIGNEXISTINGPROPOSEDSANWATSTOWATHYDRANTWATGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETUGPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHRETAINING 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*XXX 79TH STREET WESTTTGESTXXXAPPLEBEE'SXX XXXXXXXXXXXXXXXXXXFOCONCRETESIDEWALKFENCEPED. CROSSING AND ISLAND(BY CITY)PONDINGMODULAR BLOCKRETAINING WALL2213.5'25.62 '11.73'12.57'18.70'15'R3'R20'R15'R10'R150.79'R260.82'R293.02'R118.59'R25'R15'R 1 0 'R15'15'5'8.48'AA3'7'PLACE ROCK MULCH BETWEEN BACKOF CURB AND RETAINING WALLFENCEEDGE OF WATERBEGIN ONE-WAYNO TRUCKSSIGNSSODDED BOULEVARD (TYP.)DO NOT ENTERSIGNDO NOT ENTERSIGNSTOP SIGN6'HANDICAP PARKINGAND RAMP SIGNAGE45°(TYP.)W. 79TH ST. TURN LANESTRIPING BY CITYB612 CURB ANDGUTTER (TYP.)RAMP W/ TRUNCATED DOMESSODSHEET NUMBER:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0020082.00\DWG\CIVIL\PARKING\0020082SP01.DWG CHANHASSEN, MN07/23/19DMPDMPTDMWEST 79TH ST. PARKING LOTCIVIL SITE PLAN8560 KELZER POND DRIVEVICTORIA, MN 55386WEST 79TH ST. PARKING LOTC20007/23/191891907/23/19DANIEL M. PARKSSOLOMON REAL ESTATE GROUPNOT FOR CONSTRUCTION© 2019 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'..........20'PROJECT NUMBER: 0020082.001.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONALSERVICES.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.ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED.6.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.7.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.8.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.9.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.10.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPAREDBY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.11.PARKING LOT STRIPING TO BE TWO COATS OF 4" WHITE PAINT WITH EPOXY AND SILICA SAND.GENERAL SITE NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALK (4" CONC. OVER 4" CLASS V)TIP-OUT CURB AND GUTTERSITE LEGEND5T PARKING LOT CROSS-SECTION A-AN.T.S.LAST REVISED:07/17/1918.7'13.5'5'3'7'EX. SLOPERETAINING WALLDRIVE LANEPARKING STALLSEX. CURBAND STREETFENCESI19PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS.LAST REVISED:08/15/17BITUMINOUS PAVEMENT SECTIONBITUMINOUS PAVEMENT (STANDARD DUTY)1.5" MnDOT TYPE 2360 SPWEA240B WEARING COURSE2" MnDOT TYPE 2360 SPNWB230B BASE COURSE6" MnDOT SPEC. 3138 CLASS 5APPROVED SUBGRADEMNDOT SPEC. 2357 BITUMINOUS TACK COAT6"MAX.AANOTES: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.ADA REQUIRED DETECTABLE WARNING SURFACE(TRUNCATED DOMES) SHALL BE 2' MIN. IN DIRECTION OF LANDING AT CURB AND SHALL EXTEND THE FULL WIDTH OF THE LANDING. AREA SHALL BE CONTRASTING COLOR TO THE ADJACENT WALKING SURFACE WITH A PREFABRICATED CAST IRON TRUNCATED DOME INSERT MEETING THE ADA DOME SIZE AND SPACING REQUIREMENTS.ALAST REVISED:08/15/17PUBLIC PEDESTRIAN CURB RAMPSI09AA332233FACE OFCURBBACK OFCURBFACE OFCURB15158"5' MIN.4' MIN. ORPER PLAN5' MIN.5'-4"MIN.2'8"5' MIN.5' MIN.4' MIN. ORPER PLAN5'-4"MIN.2'CURB FACEOR GUTTER5% APPROACHSLOPE MAXSEE NOTE #41/2" PREFORMEDJOINT FILLER MATERIALRAMP5'-4" MIN.LANDING4' MIN.RAMP 8.33%MAX. SLOPECONCRETE WALKDET. WARN.SURFACEROUND ALL SLOPEDINTERSECTIONSSIDE FLARE 10%MAX. SLOPESIDE FLARE5' MIN.RAMP4' MIN.SIDE FLARE5' MIN.ELEVATION OF RAMPSECTION A-APLAN VIEW OF DIAGONAL RAMPPLAN VIEW OF PERPENDICULAR RAMPHANDICAP 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 ° FOWATWATWATWAT953952951950948947946945944943942 946947951950949948 9479489479469 4 69459 4 49439 4 2943944 946SSSSSWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANWAT EX. CBRE=945.71EX. CBRE=945.60EX. FESIE=941.64STOSTO STO STXXXAPPLEBEE'SX X XXXXXXXXXXXXXXXXXX79TH STREET WESTSSTSTTSSSTGESANSANSANSANSANSANSANSANSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANWATWATWATWAT945.40945.90946.15946.20946.26946.50946.00947.20946.76947.01946.13947.75947.70947.40948.50948.10947.69948.94946.98945.99945.24946.59942.70947.00946.25942.04942.04BBSFSF SFSFS FSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF 947.00950946946947947947948949951940 940945 938 938939 939941 94 1 94 2 942 942 94 3 944 946947947 947.04946.83946.73946.40945.99945.96946.32945.75946.49945.71945.75944.40946.21944.69SEED & MULCH DISTURBED AREASILT FENCE (TYP.)SODDED BOULEVARD (TYP.)INLET PROTECTIONCB 27" ∅RE=945.40IE=941.77R-3067 CASTINGW/ 3' SUMPFESIE=941.5054 LF - 12" RCP @ 0.50%ROCK CONSTRUCTION ENTRANCECITY POND RM-P4.6NWL=941.5100-YR HWL=947.00100-YR HWL=949.48 (WATERSHED)PROPOSED PONDPOND BOTTOM=938.00NWL=941.50SFSFSFSFSFSFSFSFSFSFSFSFSFSFMNDOT SEED MIX33-262 ON SLOPEMNDOT SEED MIX33-261 IN WET AREASEED POND, SLOPES, &EMBANKMENT W/WOOD-FIBER BLANKETSEED & MULCH DISTURBED AREASSOUTH OF RETAINING WALLSEE OVERFLOWOUTLET PLAN DETAIL3:1 (TYP.)RESPONSIBLE PARTYJAY SCOTTDESCRIPTIONSTART DATESTART OF WORK09/05/19INSTALL EROSION CONTROL09/05/19START GRADING & RETAINING WALL CONSTRUCTION09/09/19PLACE SEED, MULCH, & FIBER BLANKET09/23/19INSTALL STORM SEWER, RIP RAP, & POND OVERFLOW09/30/19BEGIN CURBING, SIDEWALK, & GRAVEL FOR PARKING LOT10/07/19PAVE PARKING LOT10/21/19INSTALL SOD & FENCING10/28/19END OF WORK11/30/19SHEET NUMBER:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0020082.00\DWG\CIVIL\PARKING\0020082GD01.DWG CHANHASSEN, MN07/23/19DMPDMPTDMWEST 79TH ST. PARKING LOTGRADING, STORM SEWER, &EROSION CONTROL PLAN8560 KELZER POND DRIVEVICTORIA, MN 55386WEST 79TH ST. PARKING LOTC30007/23/191891907/23/19DANIEL M. PARKSSOLOMON REAL ESTATE GROUPNOT FOR CONSTRUCTION© 2019 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'..........20'PROJECT NUMBER: 0020082.00PROPERTY LINE982980POND NORMAL WATER LEVELTOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980WATSANSPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALLCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)GRADING & EROSION CONTROL LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE.CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THEENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCHEXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.3.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATEREDUNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH ASBARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERENECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROLDEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.5.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.6.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITHUNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.7.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISENOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE.8.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITYCONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLETO THE OWNER AND THE REGULATING AGENCIES.10.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER.11.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANTDISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.12.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE.PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLEDUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTIONOF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIEDHEREIN.13.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED INACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THEGEOTECHNICAL ENGINEER.14.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED INACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.15.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FORTHE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICALENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITHTHE GEOTECHNICAL ENGINEER.GRADING NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.POND CROSS-SECTION B-BN.T.S.LAST REVISED:07/17/193:13:1NWL = 941.5'NWL = 941.5'5'EXISTING CITY PONDPROPOSED PONDPOND BOTTOM = 938.00BERM TOP = 942.00OVERFLOW=941.505'SILT FENCEROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETINLET PROTECTIONSFSCHEDULE & RESPONSIBLE PARTY1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS AREBASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BERELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THEOWNER OR ENGINEER OF DISCREPANCIES.2.ALL STORM SEWER MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITHTHE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORMSEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK ORVERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTORUNLESS OTHERWISE ARRANGED WITH THE OWNER.4.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THECONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.5.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BYTHE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING.CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITYUNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICETO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.6.STORM SEWER PIPE:A.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGERUNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS.B.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTA PLUMBINGCODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PER MINNESOTAPLUMBING CODE, PART 712.7.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION.THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER ORENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.GENERAL STORM SEWER NOTESPOND OVERFLOW OUTLET PLAN DETAILN.T.S.LAST REVISED:07/19/19941.55.0'5.0'942942CLASS 3 RIP RAPBERMST05RIPRAP AT OUTLETS810108121418201612L(Ft.)TABLE OF QUANTITIES24"DepthDepth18"RiprapRiprapApron(Cu. Yd.)(Cu. Yd.)(Cu. Yd.)(Cu. Yd.)(Cu. Yd.)(Cu. Yd.)RiprapDepth12"(In.)PipeRoundDia.2.32.11.51.21.00.70.50.40.316.413.212.39.48.56.45.92.21.71.61.10.90.80.60.40.30.312.39.99.27.16.44.84.41.51.21.10.80.60.50.40.30.20.212.510.68.26.66.24.74.33.23.0RIPRAP AT OUTLETSCLASS IVCLASS IICLASS III2.929.624.921.122.218.715.814.848423630272421181512PLANSECTION B-BRIPRAP1'2'2'SECTION A-AGRANULAR FILTERGEOTEXTILE FABRICMNDOT 373352GRANULAR CUSHION4GRANULARCUSHIONGEOTEXTILE FABRICMNDOT 373321'1RIPRAPDIA. E 2'32' 2'AA1441BBLNOTES:1.FOR PIPES GREATER OR EQUAL TO 30", USE 1.5'.2.GEOTEXTILE FABRIC SHALL COVER THE BOTTOM AND SIDES OF THE AREA EXCAVATED FOR THE RIPRAP, GRANULAR FILTER MATERIALS.3.DIMENSION "E" EQUALS INSIDE WIDTH OF APRON.4.GRANULAR FILTER, MNDOT 3601, MAY BE USED AS A CUSHION LAYER. PLACE FILTER PER MNDOT 2511.5.GRANULAR FILTER OR RIPRAP, MNDOT 3601, TO EXTEND UNDER ENTIRE OPEN PORTION OF PIPE APRON. DEPTH OF MATERIAL UNDER APRON SHALL MATCH RIPRAP DEPTH. WHEN USING RIPRAP INCREASE RIPRAP QUANTITY ACCORDINGLY AND PLACE A 3" LAYER OF 1.5" CRUSHED ROCK UNDER THE APRON TO AID IN GRADING FOR APRON PLACEMENT.6.CONTRACTOR SHALL PLACE RIPRAP, PULVERIZED TOPSOIL, SEED AND WOODFIBER BLANKET IMMEDIATELY AFTER PIPE IS INSTALLED. EXTEND AREA TO MATCH UNDISTURBED SOIL.GranularFilterUnderApronGranularFilterUnderApronGranularFilterUnder4d50 = 6"d50 = 9"d50 = 12"LAST REVISED:08/10/171941941940940