EaglePlaza Landuse 11-21-23CV-01COVER SHEET01OFLAND USE SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.EAGLE PLAZA COMMERCIAL DEVELOPMENTURBAN OLYMPIA, LLCYELM, WASHINGTONXXPRELIM
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1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600Know what'sbelow.before you dig.CallRPROPERTY OWNERHOLLAMER INVESTMENTS, LLC6535 SEAVIEW AVE NW, APT 302BSEATTLE, WA 98117-6051PARAMETRIX - PUYALLUP OFFICE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WA 98374253.604.6600CONTACT: S. MATTHEW CRAIG, PECIVIL ENGINEERTHE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTINGUTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLINGTHE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.CALL BEFORE YOU DIGAPPLICANTWALKER JOHNURBAN MANAGEMENT, LLCPO BOX 7534OLYMPIA, WA 98507-7534UTILITIES LOCATE NOTETHE LOCATION OF EXISTING UTILITIES SHOWN HEREON IS BASED ON INFORMATION OBTAINED FROM RECORDS. PARAMETRIXASSUMES NO RESPONSIBILITY FOR EXACT LOCATION OF EXISTING UTILITIES SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALLVERIFY THE EXACT SIZE, DEPTH, AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CALL FORUNDERGROUND LOCATE AT 811 PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THERELOCATION OF EXISTING UNDERGROUND UTILITIES DEPICTED OR NOT DEPICTED ON THESE PLANS.PROJECTSITENO SCALELOCATION MAPPROJECTLOCATIONNO SCALEVICINITY MAPYelm, WashingtonSECTION 24, TOWNSHIP 17, RANGE 1 EAST QUARTER SW NEEAGLE PLAZAINDEX TO DRAWINGSSHT NO.DWG NO.SHEET TITLE01CV-01COVER SHEET02LG-01GENERAL NOTES, LEGEND AND ABBREVIATIONS03DM-01DEMOLITION AND TESC PLAN04DM-02DEMOLITION AND TESC DETAILS05HS-01HARDSCAPE PLAN06GR-01GRADING PLAN07UT-01UTILITY PLAN08DT-01DETAILS09DT-02DETAILS10DT-03DETAILS11LS-01LANDSCAPE PLAN12LS-02LANDSCAPE PLANTS, PLANT SCHEDULE, & SITE FURNISHINGS13LS-03IRRIGATION PLAN14LS-04IRRIGATION NOTES AND DETAILSSITE INFORMATION:TAX PARCEL NUMBERS45170000400, 451700000010ZONINGCOMMERCIALSERVICE PROVIDERS:WATER:CITY OF YELMCABLE TV:COMCASTFIRE RESPONSE:S.E. THURSTON FIRE AUTHORITYDATUMBASIS OF BEARING - NAD 83/91 BASED ON THURSTON COUNTY HIGHPRECISION NETWORK POINTS 836 AND 1252VERTICAL - NAVD 1929 BENCHMARK: BRASS MONUMENT @ THEINTERSECTION OF YELM AVE AND TAHOMA BLVDTHURSTON COUNTY CONTROL POINT NO. 1252 ELEVATION = 347.206
LG-01GENERAL NOTES, LEGENDAND ABBREVIATIONS02OFLAND USE SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.EAGLE PLAZA COMMERCIAL DEVELOPMENTURBAN OLYMPIA, LLCYELM, WASHINGTONXXPRELIM
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1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600Know what'sbelow.before you dig.CallRINDICATES DRAWING/SHEETWHERE DETAIL IS REFERRED TOINDICATES DRAWING/SHEETWHERE SECTION IS REFERRED TODETAIL AND SECTION DESIGNATIONINDICATES DETAIL NUMBERINDICATES SECTION LETTERINDICATES DETAILNUMBERINDICATES DRAWING/SHEET WHEREDETAIL IS SHOWNINDICATES SECTIONLETTERINDICATES DRAWING/SHEET WHERESECTION IS SHOWNDETAIL OR SECTION APPEARS ON THE SAMEDRAWING/SHEET14A52-14DETAILSCALESUBTITLEA5SECTIONSCALESUBTITLEABBREVIATIONSLEGEND - EXISTINGADDLADJAGGALLOWAMTANGAPAPPDAPPROXAPWAARVASPHASSYATBAVEAVGBCBCRBFBLDGBLVDBMBOBOTBRGBVCCALCCAPCBCCPCCSPCEMCHVCICIPCLRCNDCOCONCCONNCONSTCONTCONTRCOORDCSBCCSTCCTRCUFTCULVCVCYDDBLDEGDEMODEPTDETDIDIADIMDIPDISTDSGNDWGEEAECELELLEOPEQUIPEVCEXISTEXLFCRFGFHFINFLFLGFMADDITIONALADJUSTABLEAGGREGATEALLOWANCE, ALLOWABLEAMOUNTANGLEANGLE POINTAPPROVEDAPPROXIMATEAMERICAN PUBLIC WORKS ASSOCIATIONAIR RELEASE VALVEASPHALTASSEMBLYASPHALT TREATED BASEAVENUEAVERAGEBEGINNING OF CURVE, BOLT CIRCLEBEGINNING OF CURVE CENTERBLIND FLANGEBUILDINGBOULEVARDBEAM, BENCH MARKBLOW OFFBOTTOMBEARINGBEGIN VERTICAL CURVECALCULATIONCAPACITYCATCH BASINCONCRETE CYLINDER PIPECONCRETE LINED AND COATED STEEL PIPECEMENTCHECK VALVECAST IRONCAST IN PLACE, CAST IRON PIPECLEAR, CLEARANCECONDUITCOUNTY, CLEANOUTCONCRETECONNECT, CONNECTIONCONSTRUCT, CONSTRUCTIONCONTINUE, CONTINUOUSCONTRACTORCOORDINATECRUSHED SURFACING BASE COURSECRUSHED SURFACING TOP COURSECENTERCUBIC FOOT, CUBIC FEETCULVERTCONTROL VALVECUBIC YARDDEPTH, DENSITY, DRAIN, DRAINAGEDOUBLEDEGREEDEMOLITIONDEPARTMENTDETAILDUCTILE IRONDIAMETERDIMENSIONDUCTILE IRON PIPEDISTANCE, DISTRICTDESIGNDRAWINGEAST, EASTINGEACHEND OF CURVEELEVATIONELBOWEDGE OF PAVEMENTEQUIPMENTEND VERTICAL CURVEEXISTINGEXCAVATEFINE CRUSHED ROCKFINISH GRADEFIRE HYDRANTFINISH, FINISHEDFLOW LINET FLANGE, FLANGEDFORCE MAINGASGROUNDGRADEGATE VALVEHIGHHORIZONTALHEIGHTINSIDE DIAMETERINVERT ELEVATIONINCHINCLUDE, INCLUDINGINSTALL, INSTALLATIONINTERIOR, INTERSECTIONINVERTJUNCTION BOXJUNCTIONLATERAL, LATITUDEPOUNDLABELLINEAR FEET, LINEAR FOOTLENGTH, LONGLINEARLANELEFTLIGHTINGMANUALMATERIALMANHOLEMINIMUM, MINUTEMISCELLANEOUSMONUMENTMILES PER HOURMETALMONITORING WELLNORTH, NORTHINGNOT IN CONTRACTNUMBERNOT TO SCALEPUMP, POWERPOINT OF CURVATUREPORTLAND CEMENT CONCRETEPRESSURE CONTROL VALVEPERFORATE, PERFORATEDPHASEPOINT OF INTERSECTION, PRESSURE INDICATORPOINT OF INTERSECTION FOR VERTICAL CURVEPOWER POLEPRESSURE REGULATING VALVE, PRESSURE RELIEFVALVE, PRESSURE REDUCING VALVEPRESSURE SWITCHPOUNDS PER SQUARE INCHPOINT OF TANGENCY, POINTPLUG VALVEPOINT OF VERTICAL INTERSECTIONPAVEMENT, PAVING, PRIVATEPOWERQUANTITYQUALITYRISERRADIUSREINFORCED CONCRETE PIPEROAD, ROOF DRAINREDUCERREFERENCEREQUIREDRETAINING, RETURNREVERSE, REVISEROTATERIGHT OF WAYRIGHTRELIEF VALVERIGHT OF WAYSOUTHSCHEDULESTORM DRAINSTORM DRAIN MANHOLESPOT EVALUATIONSECTIONSEGMENTSERVICESIGNALGGNDGRGVHHORIZHTIDIEININCLINSTLINTINVJBJCTLATLBLBLLFLGLINLNLTLTGMANMATLMHMINMISCMONMPHMTLMWNNICNO.NTSPPCPCCPCYPERFPHPIPIVCPPPRVPSPSIPTPVPVIPVTPWRQTYQUALRRADRCPRDREDREFREQDRETREVROTROWRTRVRWSSCHSDSDMHSESECTSEGSERVSIGASPHALT LINEROADWAY CENTERLINEGRAVEL LINEBUILDING OUTLINEGENERAL NOTES1.THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALLMATERIALS, LABOR, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWNON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE CITY OF YELM AND THEPROJECT OWNER.2.THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITHADJACENT PROPERTY OWNERS. DRIVEWAYS TO REMAIN ACCESSIBLE AT ALL TIMES.3.EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ON THESE PLANS.THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OFALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSEDDRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENTMIGRATION OF SILTS TO OFF-SITE PROPERTIES. ALL DISTURBED EARTH CAUSED BYCONTRACTOR'S ACTIVITIES SHALL BE STABILIZED WITHIN A REASONABLETIMEFRAME.4.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIRORIGINAL "PRE-CONSTRUCTION" STATE OR BETTER.5.ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT STANDARD SPECIFICATION(LATEST EDITION) UNLESS OTHERWISE SUPERSEDED BY CITY STANDARDS.DECIDUOUS TREEWHEEL STOPBRASS CAPSTREET SIGN (AS DESCRIBED)STORM LINESANITARY SEWER LINELUMINAIRENATURAL GAS VALVEJUNCTION BOXPOWER POLEPOWER VAULTSS MANHOLESTORM MANHOLESTORM CATCH BASINWATER METERWATER VALVEMAJOR CONTOURMINOR CONTOURWATER FIRE HYDRANTEXISTING RIGHT-OF-WAYSANITARY SEWER & STORM LINEOVERHEAD POWER LINEOVERHEAD UTILITIES LINESANITARY SEWER & STORM LINENATURAL GAS LINEMONITORING WELLCLEAN OUT PARKING METERCHAIN LINK FENCETRAFFIC SIGNAL POLEELECTRICAL MANHOLESLOPE, RAW SLUDGESPACE, SPACESSPECIFICATIONSPACINGSQUARESQUARE FOOT, SQUARE FEETSQUARE INCH, SQUARE INCHESSQUARE YARD, SQUARE YARDSSANITARY SEWERSANITARY SEWER MANHOLESTREETSTATIONSTANDARDSURFACESURVEYSYSTEMTANGENTTELEPHONETEMPERATURE, TEMPORARYTHICK, THICKNESSTHROUGHTOP OF BANKTOP OF CONCRETE, TOP OF CURBTOTALTOP OF WALLTYPICALUNDERGROUNDUTILITY POLEUPPERVALVE, VENT, VOLTVARIES, VARIABLEVERTICALVOLUMEWATER, WATT, WEST, WIDTHWIDE, WOODWATER METERWATER SURFACEWASHINGTON STATE DEPARTMENT OFTRANSPORTATIONWEIGHTTRANSFORMERCROSS-SECTIONYARDYEARSLSPASPECSPGSQSQFTSQINSQYDSSSSMHSTSTASTDSURSURVSYSTANTELTEMPTHKTHRUTOBTOCTOTTOWTYPUGUPUPRVVARVERTVOLWWDWMWSWSDOTWTXFMRXSECTYDYR
DM-01DEMOLITION AND TESC PLAN03OFLAND USE SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.EAGLE PLAZA COMMERCIAL DEVELOPMENTURBAN OLYMPIA, LLCYELM, WASHINGTONXXPRELIM
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1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600Know what'sbelow.before you dig.CallRPROPOSEDBUILDINGW YELM AVENUE
CONSTRUCTION NOTES2REMOVE EXISTING PAVEMENT, CONCRETE CURB, AND OR SIDEWALK.MAINTAIN AND PROTECT EXISTING UTILITY.PRESERVE AND PROTECT EXISTING ASPHALT/ CONCRETE SIDEWALK.SAWCUT AND REMOVE EXISTING ASPHALT A MINIMUM OF 12" TO ACCOMMODATE INSTALLATION OFPROPOSED CURB, SIDEWALK OR ASPHALT PAVEMENT.INSTALL CATCH BASIN INLET PROTECTION PER WSDOT STANDARD PLAN I-40.20-00 ON SHEET DM-02.REMOVE EXISTING TREE.SEE TRENCH RESTORATION DETAIL ON SHEET DT-01.REMOVE AND RELOCATE EXISTING SIGN, SEE HS-01 FOR PLACEMENT.REMOVE EXISTING SIGN.REMOVE EXISTING PARKING/ STRIPING CHANNELIZATION.DEMO AND REMOVE EXISTING UTILITY.MAINTAIN AND PROTECT EXISTING CURB.LEGENDCONSTRUCTION LIMITSREMOVE EXISTING PAVEMENTREMOVE EXISTING CONCRETE1.DEMO AND DISTURBANCE OF EXISTING PAVEMENT AND SOILS SHALL BE LIMITED TO AREACURRENTLY BEING WORKED ON. STRAW BALE BARRIERS, WATTLES, AND OTHER NECESSARYTESC MEASURES TO BE INSTALLED AND MAINTAINED BY CONTRACTOR AS NEEDED ASPROJECT PROGRESSES OR AS DIRECTED BY OWNER, AND CITY OF YELM.2.VALVE OPERATION SHALL BE BY AUTHORIZED CITY PERSONNEL ONLY. A MINIMUM OF 24HOUR NOTICE SHALL BE PROVIDED TO CITY PERSONNEL FOR VALVE OPERATION ACTIVITIES.3.INSTALL CB INLET PROTECTION IN ALL CBS ON AND ADJACENT TO SITE.GENERAL NOTESSAWCUT LINEINSTALL CATCH BASIN INLET PROTECTIONEXISTING RIGHT-OF-WAYCLEAR AND GRUBREMOVE EXISTING CURBLOT LINE1345678910111211111111112222253333334444445252567789101010101010103121212121212121212EXISTINGRIGHT OF WAYEXISTING PROPERTYLINE, TYP311DEMO AND REMOVE EXISTING UTILITYPLANSCALE IN FEET020'40'21
DM-02DEMOLITION AND TESC DETAILS04OFLAND USE SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.EAGLE PLAZA COMMERCIAL DEVELOPMENTURBAN OLYMPIA, LLCYELM, WASHINGTONXXPRELIM
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1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600Know what'sbelow.before you dig.CallR
COCOCOCO
HS-01HARDSCAPE PLAN05OFLAND USE SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.EAGLE PLAZA COMMERCIAL DEVELOPMENTURBAN OLYMPIA, LLCYELM, WASHINGTONXXPRELIM
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1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600Know what'sbelow.before you dig.CallRPROPOSEDBUILDINGW YELM AVENUE
LEGENDHMA ASPHALT EXISTING RIGHT-OF-WAYCONCRETE SIDEWALKINSTALL CEMENT CONCRETE SIDEWALK PER CITY OF YELM DETAIL 2-11 ONSHEET DT-01.INSTALL CEMENT CONCRETE BARRIER CURB PER CITY OF YELM DETAIL 2-13ON SHEET DT-01.INSTALL CEMENT CONCRETE BARRIER CURB AND GUTTER PER CITY OF YELMDETAIL 2-13 ON SHEET DT-01.INSTALL CROSSWALK STRIPING PER WSDOT STANDARD PLAN M-15.10-02 PERWSDOT STANDARD PLAN ON SHEET DT-02.INSTALL PARKING SPACE STRIPING PER WSDOT STANDARD PLAN M-17.10-02ON SHEET DT-02.INSTALL COMPLETE ADA PARKING STALLS CHANNELIZATION AND SIGNS, SEEWSDOT STANDARD PLAN M-17.10-02 ON SHEET DT-02. ALL SLOPES SHALL BELESS THAN 2% IN ALL DIRECTIONS. REINSTALL EXISTING ADA SIGNS.TRASH ENCLOSURE, SEE ARCHITECTURAL SHEETS FOR LAYOUT AND DETAILS.RESTORE PAVEMENT PER CITY OF YELM TRENCH-PAVEMENT RESTORATIONDETAIL 2-10 ON SHEET DT-01.INSTALL CROSSWALK SIGN. CONTRACTOR TO VERIFY EXACT LOCATION INFIELD.INSTALL SINGLE DIRECTION CURB RAMP PER WSDOT STANDARD PLANF-40.16-03 ON SHEET DT-01.INSTALL PERPENDICULAR TYPE A CURB RAMP PER WSDOT STANDARD PLANF-40.15-04 ON SHEET DT-01.CONSTRUCTION NOTES1.CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENTNECESSARY TO COMPLETE THIS WORK.2.CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS AND GRADES.3.SEE LANDSCAPING PLANS FOR ALL PLANTINGS AND LANDSCAPE MATERIALPLACEMENTS.4.SEE ARCHITECTURAL PLANS FOR TRASH ENCLOSURE LAYOUT AND DETAILS.GENERAL NOTES12345678111222210104567812.0'12.0'9.0'
TYP 20.0'23.5'12.0'
26.6'R31.0'R19.0'R42.0'R3.0'R20.0'R25.0'R15.0'R15.0'R2.0'R10.0'R15.0'R2.0'R2.0'R2.0'R10.0'R10.0'R32.0'R20.0'23.0'R30.0'2516.0'8.0'TYP6.0'41.0'8699EXISTING LOT LINEEXISTINGRIGHT OF WAYEXISTING PROPERTYLINE, TYP1033PLANSCALE IN FEET020'40'1111
COCOCOCO
GR-01GRADING PLAN06OFLAND USE SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.EAGLE PLAZA COMMERCIAL DEVELOPMENTURBAN OLYMPIA, LLCYELM, WASHINGTONXXPRELIM
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1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600Know what'sbelow.before you dig.CallRPROPOSEDBUILDINGW YELM AVENUE
LEGENDHMA ASPHALT EXISTING RIGHT-OF-WAYCONCRETE SIDEWALKEXISTING LOT LINEEXISTINGRIGHT OF WAYEXISTING PROPERTYLINE, TYPPLANSCALE IN FEET020'40'
COCOCOCOCO
COCOUT-01UTILITY PLANXXOFLAND USE SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.EAGLE PLAZA COMMERCIAL DEVELOPMENTURBAN OLYMPIA, LLCYELM, WASHINGTONXXPRELIM
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1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600Know what'sbelow.before you dig.CallRPROPOSEDBUILDINGW YELM AVENUE
LEGENDHMA ASPHALT EXISTING RIGHT-OF-WAYCONCRETE SIDEWALKINSTALL TYPE 1 CATCH BASIN, SEE WSDOT STD. PLAN B-5.20-03 ON SHEET DT-02.CONNECT TO EXISTING FIRE DEPARTMENT CONNECTION. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD.CONNECT TO EXISTING 4" SPRINKLER WATER MAIN AND FIRE SPRINKLER DOUBLE DETECTOR CHECK VALVE.CONNECT TO EXISTING 2" WATER METER AND SETTER, 2" RPBA ASSEMBLY W/ HOT BOX AND 2" PVC WATERSERVICE.INSTALL 6" SIDE SEWER CONNECTION W/ CLEANOUT. SEE MECHANICAL PLANS FOR EXACT LOCATION. SEE CITYOF YELM DETAIL 5-7 ON SHEET DT-03.INSTALL 8,000 GALLON STEP TANK. SEE DETAIL ON SHEET DT-03.INSTALL HOSE BIB WITHIN 50' OF STEP TANK FOR TANK MAINTENANCE. SEE MECHANICAL PLANS FOR EXACTLOCATION.INSTALL STEP CONTROL PANEL ON FACE OF BUILDING. SEE CITY OF YELM DETAILS 5-5 AND 5-6 ON SHEET DT-03.INSTALL STEP SEWER CARSON BOX, SEE CITY OF YELM DETAIL 5-1 ON SHEET DT-03. ALL 1" DIAMETER CALLOUTSSHALL BE UPSIZED TO 2" DIAMETER.CONNECT NEW 2" SERVICE TO EXISTING 4" SANITARY SEWER MAIN. CONNECTION TO BE MADE BY LIVE TAPPINGTHE SEWER MAIN. CONTRACTOR TO COORDINATE WITH YELM SEWER DEPARTMENT AND VERIFY EXACTLOCATION IN FIELD.CONSTRUCTION NOTES1.CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THISWORK.2.CATCH BASINS ARE CALLED OUT TO CENTER OF STRUCTURE.3.PIPE LENGTHS ARE FOR CALCULATION PURPOSES ONLY. BID QUANTITIES SHALL BE CALCULATED AS REQUIRED.4.ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT STANDARD SPECIFICATION (LATEST EDITION) UNLESSOTHERWISE SUPERSEDED BY CITY STANDARDS.5.ALL UTILITY CONNECTIONS TO THE BUILDING SHALL BE MADE WITH FLEX FITTINGS AS SHOWN ON THEMECHANICAL PLANS.6.A MINIMUM 6-INCH SAND CUSHION IS REQUIRED FOR ANY UTILITY LINE WITHIN 6-INCHES OF ANOTHER UTILITYLINE AT CROSSING.7.POTHOLE AND VERIFY EXACT LOCATIONS OF UTILITIES PRIOR TO INSTALLATION OF UTILITIES.8.CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS AS NEEDED.9.THRUST BLOCKING SHALL BE INSTALLED AT ALL TEES AND BENDS PER CITY OF YELM STANDARD DETAIL.10.VERTICAL BENDS SHALL BE RESTRAINED AND BLOCKED PER CITY OF YELM STANDARD DETAIL.11.CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS AND GRADES.12.SEE SHEET DT-01 FOR TRENCH RESTORATION DETAIL.13.SYMBOLS ARE NOT TRUE SIZEGENERAL NOTESSTORM PIPETYPE 1 CATCH BASINWATER MAINWATER SERVICESEWER MAIN1234EXISTINGRIGHT OF WAYEXISTING PROPERTYLINE, TYPEXISTING LOT LINECB #1 - TYPE 1RIM: XX.XXIE OUT=XX.XX (8" NE)1CB #2 - TYPE 1RIM: XX.XXIE IN=XX.XX (8" SW)IE IN=XX.XX (6" NW)IE IN=XX.XX (8" NE)IE OUT=XX.XX (12" SE)1CB #3 - TYPE 1RIM: XX.XXIE OUT=XX.XX (8" SW)1EX CB - TYPE 1RIM: 346.75EX IE IN=343.77 (6" SE)IE IN=343.77 (12" NW)EX IE OUT=343.77 (12" SW)79 LF 8" SD PIPE (PVC) @ X.XX%72 LF 8" SD PIPE(PVC) @ X.XX%38 LF 6" SD PIPE(PVC) @ X.XX%CONNECT TO BUILDINGROOF DOWNSPOUT PERARCHITECTURAL PLAN62 LF 6" SD PIPE(PVC) @ X.XX%40 LF 6" SD PIPE(PVC) @ X.XX%CONNECT TO BUILDINGROOF DOWNSPOUT PERARCHITECTURAL PLAN24 LF 8" SD PIPE (PVC) @ X.XX%15 LF 6" SD PIPE(PVC) @ X.XX%24 LF 6" SD PIPE(PVC) @ X.XX%EX CB - TYPE 1RIM: 345.68IE IN=342.69 (6" NW)EX IE OUT=342.69 (12" SW)PLANSCALE IN FEET020'40'CONNECT TO BUILDINGROOF DOWNSPOUT PERARCHITECTURAL PLAN6" CLEANOUT6" CLEANOUTEXISTING STORMDRAIN, TYPEXISTING 8"WATER MAIN, TYP2EXISTING FIRE HYDRANT43EXISTING 4"SEWER MAIN5678910567891053 LF 2" SS PIPE(PVC) @ 2.0% MIN13 LF 2" SS PIPE(PVC) @ 2.0% MIN30 LF 2" WA PIPE (PVC)31 LF 4" FIRE LINE (PVC)10 LF 4" FIRELINE (PVC)BUILDING CONNECTION,SEE ARCHITECTURAL PLANSFOR EXACT LOCATION
DT-01DETAILS08OFLAND USE SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.EAGLE PLAZA COMMERCIAL DEVELOPMENTURBAN OLYMPIA, LLCYELM, WASHINGTONXXPRELIM
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1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600Know what'sbelow.before you dig.CallR
DT-02DETAILS09OFLAND USE SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.EAGLE PLAZA COMMERCIAL DEVELOPMENTURBAN OLYMPIA, LLCYELM, WASHINGTONXXPRELIM
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1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600Know what'sbelow.before you dig.CallR
DT-03DETAILS10OFLAND USE SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.EAGLE PLAZA COMMERCIAL DEVELOPMENTURBAN OLYMPIA, LLCYELM, WASHINGTONXXPRELIM
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1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600Know what'sbelow.before you dig.CallR1-DETAILNO SCALESTEP SYSTEMTHE FINAL STEP TANK DESIGN WILL BE COMPLETED AT THE TIMEOF BUILDING PERMIT ISSUANCE. AT THIS TIME THE PROJECTEDWASTE FLOWS ARE NOT KNOWN AND CAN NOT BE ESTIMATED.A. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OFYELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OFWASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE ANDMUNICIPAL CONSTRUCTION (WSDOT/APWA).B. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BEOBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.C. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY, THECONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIREDAPPROVALS AND PERMITS.D. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELMPRIOR TO THE START OF CONSTRUCTION.E. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCEOF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVESHALL BE PRESENT AT THE TIME OF THE TAP.F. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION ANDPROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFYALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THEUNDERGROUND LOCATE LINE AT 1-800-424-5555 AMINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.G. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLEGASKETED OR SOLVENT WELD JOINTS.H. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUSTRACER TAPE, INSTALLED 12" TO 18" UNDER THE PROPOSED SUBGRADE. THEMARKER SHALL BE PLASTIC NON-BIODEGRADABLE, METAL CORE OR BACKINGMARKED "SEWER" WHICH CAN BE DETECTED BY A STANDARD METALDETECTOR. IN ADDITION, STEP SYSTEMS AND FORCE MAINS SHALL BEINSTALLED WITH 14 GAUGE, HEAVY COATED UF DIRECT BURY COPPER WIREWRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFFAT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THETAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR.I. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITHCONTINUOUS TRACER TAPE INSTALLED 12 ABOVE THE BURIED POWER. THEMARKER SHALL BEPLASTIC NON-BIODEGRADABLE, METAL CORE BACKING MARKED “POWER”.TAPE SHALL BE FURNISHED BY CONTRACTOR.J. BEDDING OF THE SEWER MAIN AND ALL APPURTENANCES SHALL BE SANDAND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED INACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE GENERALNOTE 5.60-A).K. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BYTHE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BYPLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETECOLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE ASREQUIRED.L.EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTORDURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING ANDPROPOSED STORMDRAINAGE FACILITIES AND ROADWAYS.M.PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED.N.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OFTHESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES.O.ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVEDBY THE CITY OF YELM.P.ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCEWITH THE ABOVE-REFERENCED SPECIFICATION FOR TESTING WATER MAINS.(SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED/CLEANED INTHE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN INSERVICE.Q.PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTEDAND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THECONTRACTORFOR CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINEDBY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THECONTRACTOR’S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THEREQUIRED INSPECTIONS.R.PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTEPOST, 5-FEET FROM TOP OF PANEL TO FINISH GRADE, UNLESS OTHERWISEAUTHORIZED BY THECITY OF YELM.S.IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THECITY SHOULD REQUIRE A SEPARATE "ON-OFF" SWITCH CONTROLLING POWERTO THE PUMPCONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL #5031-0 RAYNTITE SINGLE GANG WEATHERPROOF COVER 1.406" DIAMETER.T.INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOURNOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THEINSPECTION.ITEMS NEEDING INSPECTION ARE:1.TANK INSTALLATION, IE; BEDDING AND LOCATION2.TANK INFILTRATION, EXFILTRATION TEST3.S.S. PRESSURE TEST4.SERVICE LINE PRESSURE TEST5.FINAL INSPECTIONU.ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS,MUST BE HOT DIP GALVANIZED UNISTRUT OR APPROVED EQUAL.CITY OF YELM SANITARY SEWER GENERAL NOTES
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LS-01LANDSCAPE PLAN11OFLAND USE SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.EAGLE PLAZA COMMERCIAL DEVELOPMENTURBAN OLYMPIA, LLCYELM, WASHINGTONXXPRELIM
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1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600Know what'sbelow.before you dig.CallRPROPOSEDBUILDINGEXISTINGRIGHT OFWAY, TYP.EXISTING PROPERTYLINE, TYPLEGENDGENERAL NOTES TURF GRASS'CRIMSON SENTRY' NORWAY MAPLE1.REFER TO LS-02 FOR CONSTRUCTION NOTES,DETAILS, AND PLANT LISTS.2.NO PLANT SUBSTITUTIONS SHALL BE PERMITTEDWITHOUT PRIOR APPROVAL OF OWNER'SREPRESENTATIVE.3.ALL WORK SHALL BE PERFORMED TO THESATISFACTION OF THE OWNER'S REPRESENTATIVE.4.PLANT LIST QUANTITIES ARE SHOWN FORREFERENCE ONLY. CONTRACTOR IS RESPONSIBLEFOR VERIFYING ALL QUANTITIES IN LIST WITHACTUAL PLAN CALL-OUTS, AND INSTALLINGPLANTINGS PER THE LANDSCAPE PLAN.GROUNDCOVER QUANTITIES SHALL BE ADJUSTEDAS REQUIRED FOR FIELD CONDITIONS AT THESPECIFIED SPACING.'FLAMING SILVER' JAPANESEPIERIS'KARL FOERSTER' FEATHERREED GRASS'LITTLE BUNNY' FOUNTAINGRASSOREGON GRAPE'LOWFAST' BEARBERRYCOTONEASTERRUDBECKIA HIRTA +AGASTACHE 'KUDOS MANDARIN'DWARF MUGO PINE'MILLENIUM' ORNAMENTALONIONKATSURA TREE'CELESTIAL' RUTGERS DOGWOODW YELM AVENUEPROPOSED SCREENFENCE, SEEARCHITECTURALSHEETSPLANSCALE IN FEET020'40'
LS-02LANDSCAPE DETAILSAND SCHEDULE12OFLAND USE SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.EAGLE PLAZA COMMERCIAL DEVELOPMENTURBAN OLYMPIA, LLCYELM, WASHINGTONXXPRELIM
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1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600Know what'sbelow.before you dig.CallR2" DEPTH CRUSHED AGGREGATE MULCHBACKFILLFERTILIZER TABLETSSTRUCTURAL SOIL MIX, SEE SPECSFOLD BACK BURLAPFROM TOP 2/3 OFROOT BALLSTRUCTURAL SOILMIX, SEE SPECSPLANTING PITSHALL BE AMINIMUM OFTWICE THEROOT-BALLDEPTH12"MIN12"MIN8"MIN8"MINROOTBALLWIDTH8"MIN2'-0" BOW TOCENTER OF TREECONCRETESIDEWALKIN BASIN PLACED 1/2" BELOW NOTES:1.FOLD BURLAP BACK FROM TOP 2/3 OF ROOT BALL2.ROOT BALL OF TREE SHALL BE BURIED TO THESAME DEPTH AS IN PREVIOUS NURSERY SETTING3.IF TREATED OR SYNTHETIC BURLAP IS USED,REMOVE COMPLETELY4.ROOT BALL CUT TO ENCOURAGE GROWTHPLANTING PIT- SHALL BE A MINIMUM OF TWICE THEROOTBALL WIDTH AT BASE OF PIT & 3 TIMESROOTBALL WIDTH AT FINISH GRADEADJACENT SIDEWALKLANDSCAPE IMPROVEMENTS - GENERAL NOTES1.REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.2.CONTRACTOR IS REQUIRED TO VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION.3.CONTRACTOR IS RESPONSIBLE FOR A THOROUGH CLEAN-UP FOR HIS/HER RESPECTIVE WORK, DAILY AND AT PROJECT CLOSE-OUT.4.CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING IMPROVEMENTS. DAMAGE TO EXISTING IMPROVEMENTS BY THE CONTRACTOR SHALL BE REPAIREDOR REPLACED BY THE CONTRACTOR AND/OR QUALIFIED INSTALLERS/TRADES ACCEPTABLE TO THE SOLE SATISFACTION OF THE ENGINEER AND AT NO COST TOTHE OWNER.5.PLANT MATERIALS SHALL MEET STANDARDS SET FORTH IN THE LATEST EDITION OF THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARD (ANSI Z60.1) ANDWASHINGTON STATE STANDARDS FOR NURSERY STOCK ORDER NO. 1627. ALL PLANT MATERIALS SHALL HAVE SUFFICIENT ROOT DEVELOPMENT TO ASSURESURVIVAL AND HEALTHY GROWTH. CONTAINER GROWN PLANT MATERIALS ARE REQUIRED TO HAVE SUFFICIENT ROOT GROWTH TO HOLD THE SOIL INTACT WHENREMOVED FROM THE CONTAINER, BUT SHALL NOT BE ROOT BOUND.6.ALL PLANT MATERIAL WILL IN INSPECTED FOR APPROVAL PRIOR TO INSTALLATION.7.ALL PLANT MATERIAL SHALL BE WARRANTIED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE HAS BEEN GRANTED.8.LANDSCAPE MATERIALS & QUANTITIES WILL BE FIELD ADJUSTED TO FIT ACTUAL CONDITIONS IF NECESSARY. COORDINATE LANDSCAPE CONSTRUCTION ANDREVIEWS W/ OWNER'S REPRESENTATIVE.9.12" TOPSOIL DEPTH IN ALL PLANTING SHRUB BEDS. ALL TURF AREAS TO RECEIVE 2" TOPSOIL.8"MIN 2 X DIA. OF ROOTBALLMINBACKFILL WITH TOPSOILA OR AMENDED SOIL.WATER THOROUGHLY TOREMOVE AIR POCKETSPLANT AT SAME LEVEL AS GROWN. TOPOF ROOTBALL TO BE LEVEL WITH FINISHGRADE.FINISHED GRADEPREPARED SOILPLANTING HOLE6"WOOD CHIP MULCH. KEEPMULCH OFF OF STEMSAREA FOR SPACINGADJUSTMENTCONTINUOUS OUTER ROW OFPLANTS SPACED "X" ON CENTERAND SET BACK FROM THEPLANTING BED EDGE 2/3 "X"2/3 "X"EDGE OF PLANTING BEDTRIANGULAR SPACING WITHIN PLANTINGBED.SPECIFIED PLANT SPACING ="X"INDIVIDUAL PLANTS REPRESENTED AS:SYMBOLCODEQTYBOTANICAL / COMMON NAMECAL.TREES® SYMBOLCODEQTYBOTANICAL / COMMON NAMECONTSHRUBSSYMBOLCODEQTYBOTANICAL / COMMON NAMECONDITIONSPACINGPLANTING AREASPLANT SCHEDULE
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8888888888888888888888ESSSSSSSSSSSSSSSS8888888888888888888888888888888888888888121212121212121212121288121212121288888888888888888888888888888888888888888888888SSEEEESS51101010511010101010ESS88888M18888EESSSSSSSSSSSSSEIR-01IRRIGATION PLAN13OFLAND USE SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.EAGLE PLAZA COMMERCIAL DEVELOPMENTURBAN OLYMPIA, LLCYELM, WASHINGTONXXPRELIM
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1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600Know what'sbelow.before you dig.CallRLEGENDLEGENDSYMBOLMANUFACTURER/MODELSYMBOLMANUFACTURER/MODELIRRIGATION MAINLINE: PVC SCHEDULE 40PIPE SLEEVE: CPVC SCHEDULE 40NOTES:1.SEE SHEETS IR-02 FOR IRRIGATION SCHEDULE ANDNOTES.2.IRRIGATION PIPING & EQUIPMENT SHALL BE INSTALLEDWITHIN CONDUITS, TREE WELLS AND WITHIN PROPERTYBOUNDARIES.3.CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS ASNEEDED TO OBTAIN FULL COVERAGE. NOZZLE CHANGESMAY BE NEEDED AT NO ADDITIONAL COST. ADJUST HEADPOSITIONS AND ADD/DELETE HEADS AS NECESSARYDEPENDING ON ACTUAL FIELD CONDITIONS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYINGPOINT OF CONNECTION/DESIGN STATIC PRESSURE ANDNOTIFY LANDSCAPE ARCHITECT PRIOR TO COMMENCINGWORK.5.CONTRACTOR SHALL FIELD VERIFY AND COORDINATEPOINT OF CONNECTION AND CONTROLLER LOCATIONPRIOR TO COMMENCING CONSTRUCTION.6.CONTRACTOR TO SIZE PIPE TO ENSURE FLOW DOES NOTEXCEED 5 FPS.IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21LEGENDRAIN BIRD 1806 15ESTRAIN BIRD 1806 15SSTRAIN BIRD 1806 08FRAIN BIRD 1806 08HRAIN BIRD 1806 08QRAIN BIRD 1806 10FRAIN BIRD 1806 10HRAIN BIRD 1806 12FRAIN BIRD 1806 12HRAIN BIRD 1806 08VRAIN BIRD 1806 12VRAIN BIRD 1806 15VES8881010121282151RAIN BIRD PEB1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIALVALVES. LOW FLOW OPERATINGCAPABILITY, GLOBE CONFIGURATION.WATER METERXXPROPOSEDBUILDINGPOC AT PROPOSED 1" IRRIGATIONMETER, FIELD VERIFY LOCATIONRAIN BIRD R-VAN-STRIP1804-SAM-P45 SSTRAIN BIRD R-VAN181804-SAM-P45 RV-18IRRIGATION PLAN ISSCHEMATIC - LOCATEPIPING IN ADJACENTLANDSCAPE BED TOSOUTH/NORTHSTATIC PRESSURE = 60 PSIIRRIGATION PLAN IS SCHEMATIC -LOCATE PIPING IN ADJACENTLANDSCAPE BED TO SOUTH/NORTHPLANSCALE IN FEET020'40'
IR-02IRRIGATION SCHEDULE AND NOTES14OFLAND USE SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.EAGLE PLAZA COMMERCIAL DEVELOPMENTURBAN OLYMPIA, LLCYELM, WASHINGTONXXPRELIM
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1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600Know what'sbelow.before you dig.CallR1. REFER TO THIS SHEET FOR IRRIGATION SYSTEM INSTALLATION DETAILS.2. CONTRACTOR SHALL FIELD VERIFY STATIC PRESSURE AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK.3. CONTRACTOR SHALL MAINTAIN PIPE FLOWS 5 FPS OR LESS.4. ALL IRRIGATION CONDUITS SHALL BE A MINIMUM OF 2X THE DIAMETER OF THE PIPE(S) WITHIN SLEEVE.5. ANY DISCREPANCIES IN LINE SIZING SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.6. CONTRACTOR IS RESPONSIBLE FOR A THOROUGH CLEAN-UP FOR HIS/HER RESPECTIVE WORK, DAILY AND AT PROJECT CLOSE-OUT.7. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING IMPROVEMENTS. DAMAGE TO EXISTING IMPROVEMENTS BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AND/OR QUALIFIEDINSTALLERS/TRADES ACCEPTABLE TO THE SOLE SATISFACTION OF THE LANDSCAPE ARCHITECT AND AT NO COST TO THE OWNER.8. ALL PIPING UNDER HARD SURFACES (INCLUDES CONCRETE, ASPHALT, CRUSHED GRAVEL) SHALL BE SLEEVED WITHIN A SCH. 40 PVC CONDUIT EXTENDING 12 INCHES BEYOND HARD SURFACE EDGE AT 18" DEPTH.9. ALL CONTROL WIRING NOT IN MAINLINE TRENCH SHALL BE BURIED WITHIN PVC CONDUIT. CONDUIT SHALL BE PLACED 18" BELOW FINISH GRADE. ALL CONDUIT AND FITTINGS SHALL BE SCH. 40.10. PIPE SIZE SHALL BE THE SAME ON BOTH SIDES OF VALVES.11. LOCATE ALL VALVES WITHIN ONE (1) FOOT OF THE MAINLINE.12. WHERE TWO OR MORE PIPES SHARE THE SAME TRENCH, MAINTAIN A 4" SEPARATION BETWEEN PIPES. DO NOT CROSS PIPES OVER EACH OTHER UNLESS THEY ARE AT 90 DEGREES.13. IRRIGATION SITE PLAN IS SCHEMATIC. IRRIGATION PLUMBING AND EQUIPMENT SHALL BE INSTALLED IN LAWN OR SHRUB BED AREAS AND WITHIN PROPERTY BOUNDARIES. THE CONTRACTOR SHALL CONSIDER ALL SITE FEATURES IN THEINSTALLATION OF IRRIGATION IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL IRRIGATION EQUIPMENT NECESSARY FOR A COMPLETE AND FUNCTIONAL IRRIGATION SYSTEM. FIELD VERIFYALL EXISTING EQUIPMENT LOCATIONS AND REPORT ANY INCONSISTENCIES TO LANDSCAPE ARCHITECT.14. ALL PVC SOLVENT WELDS WILL BE MADE AS A TWO-STEP PROCESS W/ SEPERATE PRIMER AND GLUE APPLICATIONS. ALL GLUE SHALL BE MANUFACTURED FOR IRRIGATION AND CONDUIT ASSEMBLY ONLY. NO "ONE-STEP" GLUE SHALL BEALLOWED. SUBMIT PRODUCT INFORMATION FOR APPROVAL PRIOR TO USE. USE.15. CONTRACTOR SHALL VERIFY ALL LOCATIONS AND SIZES OF IRRIGATION SLEEVES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF ANY ADDITIONAL SLEEVING OR UPSIZING REQUIRED PRIOR TO CONSTRUCTION.16. CONTRACTOR SHALL COORDINATE CONTROLLER LOCATIONS AND POWER SOURCES WITH CITY AND GENERAL CONTRACTOR PRIOR TO COMMENCING WORK.IRRIGATION IMPROVEMENTS - GENERAL NOTESSYMBOLMANUFACTURER/MODELQTYARCPSIGPMRADIUSSYMBOLMANUFACTURER/MODEL/DESCRIPTIONES88810101212851M1#"#Valve NumberValve SizeValve FlowValve Callout#IRRIGATION SCHEDULE