Civil Plans for 90% Plans (Liquid)(Final Deliverable) - WRF Ph 2OFCITY OF YELMYELM WATER RECLAMATION FACILITY PHASE 2UPGRADESYELM, WASHINGTON252PRELIM
INARY
90%ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COMIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.REVIEW SUBMITTAL73C001CIVIL NOTES AND LEGENDABBREVIATIONS:AAALKAPPROXARVASTMBFBMPBNDBOTBV℄CARCBCIPCLCLSCOCONCCONNCONSTCSBCCSTCDDETDIDIADIPDWGEEAEGELEPEQEX, EXISTFCAFGFHFLFTGGALVGIPGRNDGVAERATION AIRALKALINITY ADDITIONAPPROXIMATEAIR RELEASE VALVEAMERICAN SOCIETY FOR TESTING AND MATERIALSBLIND FLANGEBEST MANAGEMENT PRACTICESBENDBOTTOMBALL VALVECENTER LINECARBON SUPPLEMENTCATCH BASINCLEAN IN PLACECLASSCHLORINE SOLUTIONCLEANOUTCONCRETECONNECT, CONNECTIONCONSTRUCTIONCRUSHED SURFACING BASE COURSECRUSHED SURFACING TOP COURSEDRAINDETAILDUCTILE IRONDIAMETERDUCTILE IRON PIPEDRAWINGEAST, EASTINGEACHEDGE OF GRAVELELEVATIONEDGE OF PAVEMENTEQUALIZATIONEXISTINGFLANGE COUPLING ADAPTERFLOOR GRADEFIRE HYDRANTFLOW LINE, FLANGE, FLANGEDFEET, FOOTGASGALVANIZEDGALVANIZED IRON PIPEGROUNDGATE VALVELEGENDEXISTING:PROPOSED:DESCRIPTION:PROPERTY LINEMINOR CONTOURMAJOR CONTOURTOP OF SLOPETOE OF SLOPEEDGE OF ASPHALTEDGE OF GRAVELCHAINLINK FENCEVEGETATION LINEROCKERYBUILDINGUNDERGROUND POWERUNDERGROUND PIPEPLANT INFLUENTPLANT EFFLUENTPUMPED DRAINRECLAIMED WATERSTORM DRAINBENDSTEEWYEBLIND FLANGEGATE VALVEWATER METERSTAND PIPEHOSE BIBBLOW OFFIRRIGATION VALVESEWER VALVECLEAN OUTMANHOLECATCH BASINTRENCH DRAINSTREET LIGHTPOWER JUNCTION BOXPOWER METERPOWER TRANSFORMERTELEPHONE RISERGAS VALVESIGNPOST / BOLLARDBOREDECIDUOUS TREECONIFER TREEHMACONCRETECSBCFOR A MORE COMPLETE ABBREVIATION LIST AND PIPE DESIGNATIONS, REFER TO M00116" PI20" PE6" PD4" RW8" SDHDPEHHHMAIDIEINVIPTLLFMAXMBRMHMINMJMLNODOCPCPEPIPPOLYPSPTPVCREQ'DR, RTRWSSCSDSPECSDSSTASTDTEMPTYPWW/WASWPWSDOTHIGH DENSITY POLYETHYLENEHAND HOLDHOT MIX ASPHALTINSIDE DIAMETERINVERT ELEVATIONINVERTIRON PIPE THREADLENGTH, LEFTLINEAR FEETMAXIMUMMEMBRANE BIOREACTORMANHOLEMINIMUMMECHANICAL JOINTMIXED LIQUORNORTH, NORTHINGOUTSIDE DIAMETERON CENTERPOINT OF CURVATUREPLANT EFFLUENTPLANT INFLUENTPOWERPOLYETHYLENEPUMP STATIONPOINT OF TANGENCY, POINTPOLYVINYL CHLORIDEREQUIREDRIGHTRECLAIMED WATERSOUTH, SLOPESCUM PIPESTORM DRAINAGESPECIFICATIONSCREENED DEGRITTED SEWAGESTATIONSTANDARDTEMPORARYTYPICALWATER, WESTWITHWASTE ACTIVATED SLUDGEPOTABLE WATERWASHINGTON STATE DEPARTMENT OF TRANSPORTATION
STATISTICS:SURVEY NOTES:PARAMETRIX CONTROL TABLEPOINT NO.NORTHINGEASTINGELEVATIONDESCRIPTIONHORIZONTAL DATUM:VERTICAL DATUM:LEGAL DESCRIPTION:OFCITY OF YELMYELM WATER RECLAMATION FACILITY PHASE 2UPGRADESYELM, WASHINGTON252PRELIM
INARY
90%ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COMIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.REVIEW SUBMITTAL74C002SURVEY CONTROL,CLEARING AND TESC PLANPLANSCALE IN FEET03060CHEMICAL / SOLIDSHANDLING BLDGMAINTENANCE BLDGRECLAIMEDWATERSTORAGE TANKEX SLUDGE PUMP STATIONSLUDGE PS CHECK VALVE VAULTWAS PUMPSTATIONVALVE VAULTMETER VAULTFILTERSSLUDGE STORAGETANKSCONTROLBLDGSBR TANKSBLOWERBLDGCHLORINECONTACT BASINSTAFF BLDGPSE TRANSFORMERPSE TRANSFORMERSTANDBYGENERATOREQUALIZATION BASINSINTERMEDIATE PUMP STATIONPT # 1001PT# 10000PT# 10001GENPADBIO-DRYERAREA2233NOTES1.PROVIDE BMP C252, TRATING AND DISPOSING OF HIGH PH WATER, ASREQUIRED. CONTRACTOR TO IDENTIFY DISPOSAL LOCATIONS INCONTRACTOR-PREPARED SWPPP. CONTRACTOR-PREPARED SWPPP SHALLBE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.2.PROVIDE BMP C251, CONSTRUCTION STORMWATER FILTRATION ASREQUIRED. ESTIMATED VOLUMES AND FLOW RATES ARE AS FOLLOWS ANDARE FOR THE AREAS IDENTIFIED:SOLIDS HANDLING ROOF:1,840 CF29 GPMGENERATOR PAD, MECH/ELEC BLDG, AND MBR VICINITY:11,010 CF172 GPMWAS HANDLING, SBR TANKS, AND HEADWORKS VICINITY:16,484 CF257 GPMFINAL FLOW RATES, SIZING, AND FILTRATION SYSTEMS SHALL BE INCLUDEDIN CONTRACTOR-PREPARED SWPPP. FINAL FLOW RATES AND SIZING SHALLINCLUDE APPLICABLE TRIBUTARY AREAS BASED ON CONTRACTOR'SSCHEDULE AND SEQUENCING. CONTRACTOR-PREPARED SWPPP SHALL BESUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.3.PROVIDE BMP C152, SAWCUTTING AND SURFACE POLLUTION PREVENTION,AT ALL PAVEMENT SAWCUT LOCATIONS. SEE SHEETS C004 AND E011.4.REMOVE SEDIMENT FROM TRENCH DRAIN, TRENCH DRAIN GRATE, ANDTRENCH DRAIN OUTLET PIPE PRIOR TO CONSTRUCTION COMPLETION.PROPERLY DISPOSE OF REMOVED MATERIALS. REINSTALL TRENCH DRAINGRATE TO MATCH EXISTING CONDITIONS.123LEGENDTRIBUTARY DRAINAGE AREAS (TDA)CLEAR, GRUB, AND STRIP TOPSOILBMP C103, HIGH-VISIBILITY FENCEBMP C105, STABILIZED CONSTRUCTION ACCESSBMP C151, CONCRETE HANDLINGBMP C154, CONCRETE WASHOUT AREABMP C220, INLET PROTECTIONINSTALL ROCK PAD FOR ENERGY DISSIPATIONPER SHEET C007, SEE DETAIL 4, SHEET C010LIMITS OFPARAMETRIX /ESM SURVEYPARAMETRIXESMSEE NOTE 4BMP C232: GRAVEL FILTER BERM. INSTALL WITH TOE OFBARRIER 10 FT FROM PIPE OUTLET. SEE DETAIL 3, SHEET C011CENTRIFUGE FEED PUMPSTATION (SCHEDULE B)SCHEDULE BSEPTAGE CONTROL VALVEVAULT (SCHEDULE B)23212
PB
OFCITY OF YELMYELM WATER RECLAMATION FACILITY PHASE 2UPGRADESYELM, WASHINGTON252PRELIM
INARY
90%ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COMIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.REVIEW SUBMITTAL75C003OVERALL SITE PLANPLANSCALE IN FEET03060SOLIDS HANDLING BLDGMAINTENANCE BLDGCONTROL BLDGSLUDGE STORAGETANKSRECLAIMEDWATERSTORAGE TANKSLUDGE PS CHECK VALVE VAULTMBR TANKSBLOWER BLDG ANDAERATION BLOWERSCIP BLDGHEADWORKSCHEMICAL BLDGGEN SET, SEE SHEET S422MBR CHANNELRAS CHANNELFUTURE PSE TRANSFORMERWAS PUMP STATIONANOXIC 1ANOXIC 2AERATION 1AERATION 2MBR CHANNELFEED FORWARDPUMP STATIONRAS DISTRIBUTION STRUCTUREPLANT DRAIN PUMP STATIONMBR 1MBR 2MECHROOMELECROOMPLANT DRAIN PS VALVE VAULTCHLORINECONTACT TANKSCIP DRAIN MANHOLEPSE TRANSFORMERSBR 3 BASINOFF SPECEFFLUENTSTORAGE20" RAS10" SDSNOTES1.THE BASE MAP FOR THIS PROJECT WAS CREATED FROM FIELD SURVEY AS DESCRIBED ON SHEETC002 AND FACILITY RECORD DRAWINGS. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWNHEREON HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BECONSIDERED APPROXIMATE ONLY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TOINDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHERDISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BYTHE IMPLEMENTATION OF THESE PLANS.2.BOLLARD, SEE DETAIL 3, SHEET C012.3.REMOVABLE BOLLARD, SEE DETAIL 2, SHEET C012.CENTRIFUGE FEED PUMP STATION(SCHEDULE B), SEE SHEET C1900SOLIDSHANDLING(SCHEDULE B),SEE SHEETC1900SEPTAGE CONTROL VALVE VAULT(SCHEDULE B), SEE SHEET C1900RECLAIMEDWATER PSMECH / ELEC BLDG332222223OFF SPEC DRAIN SUMP
OFCITY OF YELMYELM WATER RECLAMATION FACILITY PHASE 2UPGRADESYELM, WASHINGTON252PRELIM
INARY
90%ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COMIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.REVIEW SUBMITTAL76C004SITE PIPING PLANPLANSCALE IN FEET0306016" PI20" PE6" PD1/2" CLS1/2" CAR3" RW6" SC4" RW1/2" ALKAERATIONTANKSANOXICTANKSSBR 3 BASINBLOWERBUILDINGHEADWORKSMECH / ELECBUILDINGRECLAIMEDWATERSTORAGE TANKSOLIDS HANDLINGBUILDINGMAINTENANCEBUILDINGCONTROLBUILDINGSLUDGESTORAGE TANKS6" DSEE E011 FOR ELECTRICALINFORMATION8" D18" OS6" D12" D6" SC4" DGENERAL NOTES1.THE BASE MAP FOR THIS PROJECT WAS CREATED FROM FIELD SURVEY AS DESCRIBED ON SHEET C002 ANDFACILITY RECORD DRAWINGS. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEENOBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY. IT ISTHE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITYLOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREONWHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS.2.SEE SHEET C011 FOR TRENCH DETAILS.3.SAWCUT PAVEMENT WHERE NEW PIPING IS INSTALLED UNDER EXISTING PAVEMENT. SAWCUTTING LIMITS(NOT SHOWN) TO MATCH TRENCH WIDTHS PER SECTION A, SHEET C011. SEE SHEET C002 FOR TESC BMP FORSAWCUTTING.4.CONNECTIONS TO EXISTING PIPING SHALL BE SEQUENCED IN A MANNER THAT DOES NOT INTERRUPTOPERATION OF THE FACILITY. SEQUENCING PLANS SHALL BE SUBMITTED AND APPROVED IN ACCORDANCEWITH THE SPECIFICATIONS PRIOR TO COMMENCING CUT-INS OR DEMOLITION. ANY SERVICE OUTAGESREQUIRED SHALL BE SCHEDULED IN ADVANCE WITH THE OWNER IN ACCORDANCE WITH THE SPECIFICATIONS.NOTESSEE 20" PE PROFILE 1, SHEET C006.SEE 16" PI PROFILE 2, SHEET C006.SEE INFLUENT CONNECTION DETAIL 1, SHEET C005. CONTRACTOR SHALL POTHOLE TO LOCATE EXISTINGPIPES.SEE PIPE LAYOUT DETAIL 2, SHEET C005. CONTRACTOR SHALL POTHOLE TO LOCATE EXISTING PIPES.SEE SHEET M801 FOR PLANT DRAIN PUMP STATION AND VALVE VAULT DETAIL.CONNECT 3" RW (PVC) TO EXISTING 6" RW, N:596698.49 E:1116544.63. 25LF 3" RW (PVC).16" 90° BEND (MJ), N:596696.31 E:1116547.8916" 90° VERTICAL BEND (MJ), N:596708.32 E:1116583.28. CONNECT TO HEADWORKS, SEE SHEET M501.20" PE (DI) AND 18" OS (DI) FROM MECHANICAL ROOM UV SYSTEM, SEE SHEET M402.20" 90° BEND (MJ), N:596707.54 E:1116795.1420" 22.5° VERTICAL BEND (MJ), N:596666.07 E:1116672.62, 20" SPOOL (DI) LENGTH AS NEEDED, 20" 22.5°VERTICAL BEND (MJ) N:596665.07 E:1116669.69, 20" SPOOL (DI) LENGTH AS NEEDED.20" 90° BEND (MJ) N:596663.60 E:1116665.34, 11LF 20" SPOOL (DI).20" 22.5° VERTICAL BEND (MJ), N:596653.50 E:1116668.77, 20" SPOOL (DI) LENGTH AS NEEDED, 20" 22.5°VERTICAL BEND (MJ) N:596650.08 E:1116669.93, 8LF 20" SPOOL (DI).20" PE (DI) CONNECT TO SUMP AT EXISTING CHLORINE CONTACT BASIN. SEE DETAIL 1, SHEET C006 AND SHEETS601.18" 45° BEND (MJ) CL ELEV= 333.15, N:596789.60 E:1116770.46, 4LF 18" SPOOL (DI).18" 45° BEND (MJ) CL ELEV=333.15, N:596791.48 E:1116766.66, 40LF 18" (DI).MBR AND MECHANICAL ROOM DRAINS, SEE SHEETS M401, M406, AND M801.CONNECT 4" RW (DI) TO EXISTING 6" RW, N:596847.93 E:1116691.80 , 27LF 4" RW (DI).4" D (DI) FROM FF PUMP STATION, SEE SHEET M304.5LF 4" D (DI), 4" 45° BEND (MJ) N:596816.15 E:1116679.52, 9LF 4" D (DI) TO CONNECTION AT EXISTING 4' D FROMWAS PUMP STATION. SEE PIPE LAYOUT DETAIL 2, SHEET C005.OS DRAIN SUMP AND PUMP. SUSPEND 4" PD FROM ECO BLOCK WALL. CONNECT 4" PD TO EXISTING 12" D. SEEPROFILE 3, SHEET C006.SCHEDULE B 212" SEP FM (SCH 80 PVC), SEE SHEET C1900.OS DISCHARGE AIR VENT, SEE DETAIL 5, SHEET C013.44LF 4" RW (DI), 4" 90° BEND (MJ) CL ELEV=338.67, N:596789.00 E:1116764.30.11LF 4" RW (DI), 4" 90° BEND (MJ) CL ELEV=338.74, N:596792.55 E:1116774.78.37LF 4" RW (DI), 4" 90° BEND (MJ) CL ELEV=339.00, N:596751.57 E:1116788.69. CONNECT TO CIP BUILDING, SEESHEET M410.6LF 4" RW (DI), 4" GATE VALVE (MJ).4"x4" TEE (MJ), MULLER INC 4" SUPER CENTURION HYDRANT WITH STORZ CONNECTION. MEETS AWWA 502 ANDUL LISTED. NO ALTERNATIVES ACCEPTED.3" GATE VALVE, 25LF 3" RW (PVC), CONNECT TO HEADWORKS, SEE SHEET M502.TAP EX 6" PW WITH 1" SINGLE STRAP SADDLE CL ELEV=337.63, N:596579.45 E:1116712.29, INSTALL 1" CURB STOP(MIPxFIP), 1" MIPx114" PACK JOINT.123451234567867837LF 16" (C900)69LF 16" (C900)910111213149101112131463LF 20" (DI)129LF 20" (DI)23LF 18" (DI)1528171516171820191819204" PD21212222MBRTANKSGEN SET, SEE SHEET S42223231/2" CAR4" RW252624252616242727281/2" CARSEPTAGE CONTROL VALVEVAULT (SCHEDULE B)29293030149LF 114" PW (HDPE DR 11 IPS)MIN BEND RADUIS 3'
OFCITY OF YELMYELM WATER RECLAMATION FACILITY PHASE 2UPGRADESYELM, WASHINGTON252PRELIM
INARY
90%ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COMIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.REVIEW SUBMITTAL77C005SITE PIPING DETAILSEXISTING INFLUENTMETER VAULTCONNECT TO EX 12" PIW/ 12"x16" REDUCING90° BND (FL)N 596616.39E 1116579.0216" 90° BND (MJxPE)N 596615.17E 1116575.4416"x16"x12" TEE (MJxMJxFL)12" PV (FL)12" FLxMJ ADAPTORN 596617.85E 1116574.5416" PI SPOOL (C900),LENGTH AS NEEDED16"x16"x6" TEE (MJ)N 596631.26E 1116569.985LF 12" PI (C900)12" 90° BND (MJ)N 596620.54E 1116582.32CONNECT TO EX 12" PI4LF 12" PI (C900)REROUTE EX 6" PD (DI)6" 2212° BND (MJ)N 596638.40E 1116588.37CL = 337.23±16" PI (C900) TOHEADWORKS1C004DETAIL1" = 5'INFLUENT PIPE CONNECTION8" SD, SEE SHEET C0072C004DETAIL1" = 5'NORTH SIDE MBR / ANOXICPIPE LAYOUTANOXIC TANK 1SEE SHEET M301MBR 2MBR 1RAS CHANNELPLANT DRAIN PUMP STATION, DISCHARGEPIPING NOT SHOWN FOR CLARITY. SEESHEET M801 FOR ELEVATIONS OFPENETRATIONS.4"RWEX 4"WAS14LF 6"SC (DI)EX 6"D36LF 6"D (PVC)EX 4"D (WAS)4"D (FF)EX 6"D (ANOXIC)48LF 6"SC (DI)5LF 6"SC (DI)14LF 6"SC (DI)RAS DISTRIBUTION STRUCTURE12345678910111213141516171819202122232425262728293032313334336"SC CL ELEV =339.006"SC CL ELEV =338.874"RW CL ELEV =338.24SEE SHEET M401PIPE LAYOUT NOTES1.EX 24" MJ TEE AND PLUG, N 596824.5± E 1116684.4±,CL = 336.43±. REMOVE PLUG FROM EAST END OFTEE AND USE TO PLUG WEST END OF TEE. REMOVEEX 24" PIPE AS NEEDED. 24"x18" REDUCER (PExMJ),5LF 18" (DI).2.18" 45° VERTICAL BEND, N 596827.43 E 1116693.10,CL = 336.43. 5LF 18" (DI).3.18" 45° VERTICAL BEND, N 596828.49 E 1116696.20,CL = 333.15.4.18" 45° BEND, N 596833.36 E 1116710.56, CL = 333.15.5.18" 45° BEND, N 596826.88 E 1116725.91, CL = 333.15.6.18" 45° BEND, N 596833.36 E 1116745.00, CL = 333.15.7.18" 45° BEND, N 596828.95 E 1116753.95, CL = 333.15.8.CONNECT TO EX 4"WAS, N 596832.5± E 1116690.9±,CL = 338.57±. 4"x4" WYE (MJ), 6"x4" REDUCER(PExMJ).9.6"x6" WYE (MJ), N 596817.50 E 1116696.03, CL =338.73. 6" SPOOL (DI) LENGTH AS NEEDED.10.6" 45° BEND (MJ), N 596816.11 E 1116698.84, CL =338.76.11.6" 45° BEND (MJ), N 596831.53 E 1116744.27, CL =339.24. 4LF 6" (DI).12.6" 45° BEND (MJ), N 596829.71 E 1116747.96, CL =339.28.13.6" 90° VERTICAL BEND (MJ), CL = 339.34. CONNECTTO 6"SC @ MBR. SEE SHEET M401.14.4LF 6" SC (DI), 6"x6" WYE (MJ), N 596812.46 E1116697.74, CL = 338.77, 6" SPOOL (DI) LENGTH ASNEEDED.15.6" 45° BEND (MJ), N 596810.98 E 1116700.73, CL =338.80.16.6" 90° VERTICAL BEND (MJ), CL = 338.86. CONNECTTO 6"SC @ MBR. SEE SHEET M401.17.4LF 6"SC (DI), 6"x6" WYE (MJ), N 596810.09 E1116698.53, CL = 338.81. 4LF 6" (DI).18.6" 45° BEND (MJ), CL = 338.85, CONNECT TO 6"SC @ANOXIC TANK, SEE SHEET M301.19.6" 45° BEND (MJ), N 596797.35 E 1116702.86, CL =338.94.20.6" 45° BEND (MJ), CL = 338.99, CONNECT TO 6"SC @ANOXIC TANK, SEE SHEET M301.21.EX 6" TEE (PVC), N 596811.8± E 1116696.3±, CL =329.18±. ROTATE EX TEE 90° WEST TO MAINTAIN EX6"D CONNECTIONS FROM WEST AND SOUTH.CONNECT 6LF NEW 6" (PVC).22.6" 45° BEND (PVC), N 596817.43 E 1116694.34, CL =328.97, 8LF 6"D (PVC).23.6" 45° BEND (PVC), N 596824.12 E 1116697.64, CL =328.90.24.CONNECT 4"D FROM FEED FORWARD PS TO EX 4"D(PVC) FROM WAS W/ 4" WYE (PVC), N 596812.28 E 1116687.37, CL = 329.6.25.EX 4"D 90° DN, N 596814.9± E 1116695.2±, CL =339.43±. EX 6"x4" TEE (PVC) CL UNKNOWN.26.EX 6" 45° BEND (PVC), N 596820.5± E 1116693.3±, CL =335.72±.27.EX 6" 45° BEND (PVC), N 596827.3± E 1116696.6±, CL =335.59±.28.EX 6" 90° BEND, N 596833.1± E 1116713.7±, CL =335.29±.29.4" 90° BEND (DI), N 596822.83 E 1116700.32, CL =338.09.30.4"x4" TEE (DI), N 596822.83 E 1116700.32, CL = 338.19.31.EX 12"x12" TEE (MJ), N 596841.4± E 1116719.4±, CL =335.31±..32.CONNECT TO EX 12"D WITH 12" 45° BEND, N596842.68 E 1116723.27, CL = 335.29.33.SEE M801 FOR 6"D & 8"D ROUTING ANDCONNECTION.34.SEE M401 FOR 8" MBR DRAIN AND M406 FOR 6"MECHANICAL ROOM DRAIN.35.4" 45° BEND (MJ), N 596832.77 E 1116729.64, CL =338.28.36.4" 45° BEND (MJ), N 596830.03 E 1116735.18, CL =338.32.37.4" 45° BEND (MJ), N 596833.36 E 1116745.00, CL =338.38.38.4" 45° BEND (MJ), N 596830.84 E 1116750.10, CL =338.41.39.4" GATE VALVE (MJ).40.CONTRACTOR TO POTHOLE OR EXCAVATE TOCONFIRM ELEVATIONS OF POINTS #1, #8, #21, #24,#25, #28, AND #32 PRIOR TO PLACEMENT OF NEWPIPES.15LF 18"OS (DI)17LF 18"OS (DI)20LF 18"OS (DI)10LF 18"OS (DI)6LF 6"SC (DI)8LF 4"RW (DI)8LF 4"RW (DI)4LF 6"SC (DI)4LF 6"SC (DI)10LF 12"D (DI)14LF 16"PI (C900)12" CLS & 12" ALK LINESFROM CHEM BUILDINGTO EX INFLUENT METERVAULT. SEE SHEET M610GENERAL NOTES1.THE BASE MAP FOR THIS PROJECT WAS CREATED FROM FIELD SURVEYAS DESCRIBED ON SHEET C002 AND FACILITY RECORD DRAWINGS. THELOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEENOBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BECONSIDERED APPROXIMATE ONLY. IT IS THE SOLE RESPONSIBILITY OFTHE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALLUTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOIDANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTEDBY THE IMPLEMENTATION OF THESE PLANS.2.THRUST AND ANCHOR BLOCKS NOT SHOWN FOR CLARITY. PROVIDEBLOCKING PER DETAILS, SHEET C012.3.CONNECTIONS TO EXISTING PIPING SHALL BE SEQUENCED IN AMANNER THAT DOES NOT INTERRUPT OPERATION OF THE FACILITY.SEQUENCING PLANS SHALL BE SUBMITTED AND APPROVED INACCORDANCE WITH THE SPECIFICATIONS PRIOR TO COMMENCINGCUT-INS OR DEMOLITION. ANY SERVICE OUTAGES REQUIRED SHALL BESCHEDULED IN ADVANCE WITH THE OWNER IN ACCORDANCE WITH THESPECIFICATIONS.CONTRACTOR TO POTHOLEPRIOR TO PLACING PIPE ORCONDUCTING ANY SHUTDOWNS, TYP 3 PLACES15LF 4"RW (DI)6LF 4"RW (DI)10LF 4"RW (DI)6 LF 4"RW (DI)353637384"RW TO 4" HYDRANTAND CIP BUILDING398LF 4"RW (DI)12" CAR FROM CHEMBUILDING TO HEADWORKS40404040404040114" PW (HDPE), MINBEND RADIUS 3'CL = 337.63
330'340'350'330'340'350'29+8030+0031+0032+0032+40330'340'350'330'340'350'39+8040+0041+0041+50330'340'350'330'340'350'0+000+250+500+751+00OFCITY OF YELMYELM WATER RECLAMATION FACILITY PHASE 2UPGRADESYELM, WASHINGTON252PRELIM
INARY
90%ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COMIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.REVIEW SUBMITTAL78C006PIPING PROFILES4"PI6"D18"FE(2) 2"NOAH(3) 12"AA8"AA18"FE(3) 2"CHEM20"PE FROM MECH ROOMCL=343.42'20"PE CONNECT TOSUMP @ EX CHLORINECONTACT BASIN, SEEDETAIL 1, THIS SHEETTOP OF HEADWORKSELEV 353.932"RW2"CHEM4"SETOP OF EXISTINGANOXIC TANKEXISTING INFLUENT PS16"PI CONNECTTO HEADWORKSCL=350.96MECH RM FDNELECT RM FDNVERT:HORIZ:1"=5'1'=20'PROFILE20" PLANT EFFLUENTVERT:HORIZ:1"=5'1'=20'PROFILE16" PLANT INFLUENT8"SD1C0042C004GENERAL NOTES1.THE BASE MAP FOR THIS PROJECT WASCREATED FROM FIELD SURVEY ASDESCRIBED ON SHEET C002 AND FACILITYRECORD DRAWINGS. THE LOCATIONS OF ALLEXISTING UTILITIES SHOWN HEREON HAVEBEEN OBTAINED FROM AVAILABLE RECORDSAND SHOULD THEREFORE BE CONSIDEREDAPPROXIMATE ONLY. IT IS THE SOLERESPONSIBILITY OF THE CONTRACTOR TOINDEPENDENTLY VERIFY THE ACCURACY OFALL UTILITY LOCATIONS SHOWN, AND TOFURTHER DISCOVER AND AVOID ANY OTHERUTILITIES NOT SHOWN HEREON WHICH MAYBE AFFECTED BY THE IMPLEMENTATION OFTHESE PLANS.2.THRUST AND ANCHOR BLOCKS NOT SHOWNFOR CLARITY. PROVIDE BLOCKING PERDETAILS, SHEET C012.3.CONNECTIONS TO EXISTING PIPING SHALL BESEQUENCED IN A MANNER THAT DOES NOTINTERRUPT OPERATION OF THE FACILITY.SEQUENCING PLANS SHALL BE SUBMITTEDAND APPROVED IN ACCORDANCE WITH THESPECIFICATIONS PRIOR TO COMMENCINGCUT-INS OR DEMOLITION. ANY SERVICEOUTAGES REQUIRED SHALL BE SCHEDULEDIN ADVANCE WITH THE OWNER INACCORDANCE WITH THE SPECIFICATIONS.VERT:HORIZ:1"=5'1'=10'PROFILEPOND DRAIN FORCE MAIN3C004OS LAGOON DRAINSUMP, 48" DIA x 3'DEEP. SEE DETAILEX GAS COLLECTION TRENCHEX 18"FESEX 12"DCL=335.98±PUMP GUIDE RAILS2- 4" 90° BNDS (RJ)4" 90° BND (RJ)4" 1114° BND (RJ)4"PD (DI), SECURE TOEX ECO BLOCK WALLEX VALVE ACCESSPLATFORMCUT EXISTING 12"D (PVC), INSTALLREDUCING WYE, CONNECT 4"PD (DI),RECONNECT 12"D (PVC). SEE NOTE 2DUCT BANK 11DUCT BANK 7 FROM GEN SETDUCT BANK 8 FROMPSE TRANSFORMERDUCT BANK 94C01320"PE EAST TO MECH ROOMUV SYSTEM, CL ELEV 335.97',SEE PROFILE 1, THIS SHEETEX 18"FE(3) EX 2" CHEM LINES20" 90° BEND (MJ)CL ELEV=337.25', SEEPROFILE 1, THIS SHEET11LF 20" (DI)20" 22.5° BEND (MJ) CL ELEV= 337.25'20" 22.5° BEND (MJ) CL ELEV= 338.75'20" SPOOL (DI),LENGTH ASNEEDED8LF 20" (DI)DUCT BANK 14EX CHLORINECONTACTBASIN1-DETAILNO SCALE@ CHLORINE CONTACT BASIN20" PE CONNECTION
20+00 21+002
2
+
0
0
22+
4
2
OFCITY OF YELMYELM WATER RECLAMATION FACILITY PHASE 2UPGRADESYELM, WASHINGTON252PRELIM
INARY
90%ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COMIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.REVIEW SUBMITTAL79C007SITE GRADING ANDDRAINAGE PLANPLANSCALE IN FEET03060AERATIONTANKSANOXICTANKSSBR 3BLOWERBUILDINGHEADWORKSMECH / ELECBUILDINGRECLAIMEDWATERSTORAGE TANKSOLIDS HANDLINGBUILDINGMAINTENANCEBUILDINGCONTROLBUILDINGSLUDGESTORAGE TANKS143LF 8"SD (DI)S=0.005 FT/FTCB TYPE 1, SOLID LIDN 596647.50E 1116574.93RIM = 340.67IE 8" = 338.96 (E, N)8" IE = 338.17BEVEL PIPE 45°,QUARRY SPALL PAD20LF 8"SD (DI)S=0.005 FT/FTEX CBRIM = 340.73IE 8" = 339.06 (W)CB TYPE 1, SOLID LIDN 596782.17E 1116527.55RIM = 340.5IE 8" = 338.25 (S, NE, N)CB TYPE 1N 596814.25E 1116566.10RIM = 340.68IE 8" = 338.5 (SW)51LF 8"SD (DI)S=0.005 FT/FT15LF 8"SD (DI)S=0.005 FT/FTGENERAL NOTES1.THE BASE MAP FOR THIS PROJECT WAS CREATED FROM FIELD SURVEY ASDESCRIBED ON SHEET C002 AND FACILITY RECORD DRAWINGS. THE LOCATIONS OFALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN OBTAINED FROM AVAILABLERECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY. IT IS THESOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THEACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER ANDAVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THEIMPLEMENTATION OF THESE PLANS.2.UNLESS OTHERWISE NOTED, MATCH EXISTING PAVEMENT AND SURFACING, ANDMAINTAIN EXISTING SITE DRAINAGE PATTERNS.1234456789NOTES1.MBR TANK FLOOR ELEV = 329.90.2.MECHANICAL ROOM FINISHED FLOOR ELEV = 336.40.3.ELECTRICAL ROOM FINISHED FLOOR ELEV = 341.40.4.ANOXIC AND AERATION TANK FLOOR ELEV = 330.40.5.HEADWORKS FOUNDATION ELEV = 341.40.6.FEED FORWARD / WAS BUILDING FINISHED FLOOR ELEV = 341.80.7.RAS DISTRIBUTION STRUCTURE ELEV = 341.40.8.CIP BUILDING FINISHED FLOOR ELEV = 341.40.9.GENERATOR SLAB ELEV = 341.60.10.SEE PROFILE 1, SHEET C009.BC009AC009CC009STA0+00STA2+00STA0+60STA0+00STA
0+75
STA
0+00
10
POINT TABLEPOINT #NORTHINGEASTINGELEVATIONDESCRIPTIONPOINT TABLEPOINT #NORTHINGEASTINGELEVATIONDESCRIPTIONPOINT TABLEPOINT #NORTHINGEASTINGELEVATIONDESCRIPTIONOFCITY OF YELMYELM WATER RECLAMATION FACILITY PHASE 2UPGRADESYELM, WASHINGTON252PRELIM
INARY
90%ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COMIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.REVIEW SUBMITTAL80C008GRADING POINT TABLES
330'340'350'330'340'350'0+001+002+00340'350'340'350'0+000+60340'350'340'350'0+000+75340'350'340'350'19+8020+0021+0022+0022+50OFCITY OF YELMYELM WATER RECLAMATION FACILITY PHASE 2UPGRADESYELM, WASHINGTON252PRELIM
INARY
90%ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COMIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.REVIEW SUBMITTAL81C009GRADING SECTIONSAND DETAILSAC007SECTIONHORIZ: 1"=20'GRADING SECTIONVERT: 1"=5'BC007SECTIONHORIZ: 1"=20'GRADING SECTIONVERT: 1"=5'CC007SECTIONHORIZ: 1"=20'GRADING SECTIONVERT: 1"=5'VERT:HORIZ:1"=5'1"=20'PROFILEKEY NOTES:1.STRIP ALL EXISTING TOPSOIL AND PLANT MATTER.2.REMOVE ALL EXISTING ASPHALT PAVEMENT.3.WHERE EXISTING FILL IS LOOSE OR CONTAINS ORGANICS AND/ORDELETERIOUS MATERIALS, EXCAVATE EXISTING FILL AND REPLACEWITH CRUSHED SURFACING BASE COURSE PER WSDOT 9-03.9(3)COMPACTED TO MINIMUM 95% MDD.4.BELOW FOUNDATIONS, PLACE 12” MINIMUM DEPTH CRUSHEDSURFACING BASE COURSE PER WSDOT 9-03.9(3) COMPACTED TOMINIMUM 95% MDD. EXTEND 2' MIN BEYOND FOUNDATION LIMITS.5.BELOW SLABS ON GRADE, PLACE 6” MINIMUM DEPTH CRUSHEDSURFACING BASE COURSE PER WSDOT 9-03.9(3) COMPACTED TOMINIMUM 95% MDD.6.SEE STRUCTURAL SHEETS FOR VAPOR BARRIER REQUIREMENTS.7.PLACE GRAVEL BACKFILL TO SUBGRADE ELEVATION. COMPACT TOMINIMUM 95% MDD. SEE SECTION B, SHEET C011 FOR PAVEMENTSECTION.GENERAL NOTES:1.EXISTING AND PROPOSED PIPING NOT SHOWN FOR CLARITY.12121265436534412717SLOPE PERGRADING PLANSLOPE PERGRADING PLANHEADWORKS WALLFEED FORWARD PS WALLSLOPE PER GRADING PLANSLOPE PERGRADING PLAN2H:1VELECTRICALROOMMECHANICALROOMMBRTANKMBR CHANNELRAS CHANNELRAS DISTRIBUTION STRUCTUREPLANT DRAIN PS , SEE SHEET M802PLANT DRAIN PS VALVE VAULT, SEE SHEET M802SLOPE PER GRADING PLAN (TYP)1271271C007
1.FILTER FABRIC SHALL BE GEOTEXTILE FOR PERMANENTEROSION CONTROL, CLASS B, HIGH SURVIVABILITY INACCORDANCE WITH STANDARD SPECIFICATION 9-33.2(1)TABLES 4 AND 5.2.ROCK LINING SHALL HAVE THE FOLLOWING GRADATIONAND SHALL BE IN ACCORDANCE QUARRY SPALLS,STANDARD SPECIFICATION 9-13.1(5):- PASSING 8" SQUARE SIEVE: 100%- PASSING 3-INCH SQUARE SIEVE: 40% TO 60% MAXIMUM- PASSING 3/4-INCH SQUARE SIEVE: 0 TO 10% MAXIMUMNOTES:AA7' MIN
8' MINPLAN1' ROCK LININGTHICKNESS, SEE NOTE 2FINISHED GRADEPLACE ROCK LINING1' MINIMUM ABOVEPIPE CROWNEXISTING GRADEFILTER FABRIC LINER UNDERROCK LINING, SEE NOTE 1SECTION A-ATOEOFCITY OF YELMYELM WATER RECLAMATION FACILITY PHASE 2UPGRADESYELM, WASHINGTON252PRELIM
INARY
90%ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COMIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.REVIEW SUBMITTAL82C010CIVIL DETAILS3C002DETAILNO SCALECONSTRUCTION ACCESS (BMP C105)STABILIZED1C002DETAILNO SCALEHIGH VISIBILITY FENCE (BMP C103)2C002DETAILNO SCALEINLET PROTECTION (BMP C220)4C002DETAILNO SCALEENERGY DISSIPATION
1.SUPPORT IS REQUIRED WHEN BOTHPIPELINES ARE NEW OR WHEN ONEPIPELINE IS EXISTING.2.WHEN CLEARANCE BETWEEN PIPESIS 0.5' OR LESS VERTICALLY, FITETHAFOAM PAD TO FILL AREABETWEEN PIPES (MIN PAD SIZEIS 3'x3'x2.5")NOTES:SEE NOTE 2ETHAFOAM PAD(RUBATEX LABORATORIESR-5010-A, ORAPPROVED EQUAL)ETHAFOAM PADELEVATIONPLAN10'10'EXISTING GROUNDEXISTING TRENCH DRAIN OUTFALLTOP ELEV 340.00 MIN12211.BERM MATERIAL SHALL BE 3/4-INCH TO 3-INCH IN SIZE, WASHED WELL-GRADEDGRAVEL OR CRUSHED ROCK WITH LESS THAN 5% FINES. USE OF CRUSHEDCONCRETE PROHIBITED.2.GRAVEL FILTER BERM SHALL BE REGULARLY INSPECTED. SEDIMENT SHALL BEREMOVED AND FILTER MATERIAL REPLACED AS NEEDED.3.REMOVE AND PROPERLY DISPOSE OF BERM MATERIAL AFTER TRENCH DRAIN,TRENCH DRAIN GRATE, AND TRENCH DRAIN OUTLET PIPE HAVE BEEN CLEANED.NOTES:COMPACTION: BEDDING SHALL BE COMPACTED TO 95% MAX DENSITY AS DETERMINED BYASTM D1557. BACKFILL SHALL BE COMPACTED TO 95% MAX DENSITY AS DETERMINED BYASTM D1557.ALL MATERIALS, WORKMANSHIP, AND INSTALLATION SHALL BE IN CONFORMANCE WITH THEMOST CURRENT WSDOT/APWA STANDARD SPECIFICATIONS.BEDDING MATERIAL, SEE WSDOTSECTION 9-03.12(3)FOUNDATION AND GEOTEXTILE.REQUIRED ONLY WHENUNSUITABLE MATERIALS AREENCOUNTERED AND AS THEENGINEER DIRECTS. FOUNDATIONMATERIAL SHALL BE PERMEABLEBALLAST PER WSDOT SECTION9-03.9(2)NOTES:1.2.MAX SURFACE RESTORATION OD+6'SEE SECT12" TYPDEPTH
BEDDING
ZONE
6"OD 6"B-OD+2'MAX TRENCH WIDTHOD+4'TRACER WIREDETECTABLE IDENTIFICATIONTAPE: GREEN (SEWER), PURPLE(REUSE WATER), BLUE (WATER),PER WSDOT SECTION 9-15.18, TORUN CONTINUOUSLY WITH PIPE.NATIVE MATERIAL ORGRAVEL BACKFILL FORFOUNDATIONS, CLASS BPER WSDOT SECTION9-03.12(1)BOFCITY OF YELMYELM WATER RECLAMATION FACILITY PHASE 2UPGRADESYELM, WASHINGTON252PRELIM
INARY
90%ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COMIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.REVIEW SUBMITTAL83C011CIVIL DETAILS2TYPDETAILNO SCALEPIPE CROSSING4" TOPSOIL4" CSBC (MIN)3" CSTC3" HMA CL 12" PG 58H-22SUBGRADEWIDTH AS SHOWN ON PLAN DWG2" CSTC4" CONC SIDEWALKSUBGRADEBUILDING
SUBGRADEHYDROSEED4" TOPSOIL TYPE BPAVEMENT SECTIONCEMENT WALKWAY SECTIONUNIMPROVED SECTIONBTYPSECTIONSNO SCALERESTORATION1C002DETAILNO SCALECONCRETE WASHOUT AREA (BMP C154)CONCRETE HANDLING (BMP C151)3C002DETAILNO SCALEGRAVEL FILTER BERM (BMP C232)SLOPE ASPHALT ASSHOWN ON PLANS18"4"FLWHERE CALLED OUT ON PLANS, CONSTRUCTHOT MIX ASPHALT PAVEMENT THICKENEDEDGE INTEGRAL WITH ROADWAY/PARKINGAREA PAVEMENTSLOPE 2% AWAY FROMBUILDING OR AS SHOWNON PLANSATYPSECTIONNO SCALETYPICAL TRENCHFL ELEV PER PLANS5H:1V (TYP)HYDROSEED4" TOPSOIL TYPE B (TYP)CTYPSECTIONNO SCALEDRAINAGE SWALESHALLOW
GALVANIZED CHAIN WRAPPED TIGHTLY TWO TIMES AROUND FITTINGWITH A #4 BAR PLACED THROUGH THE CHAIN ENDS, OR REBARHAIRPIN , AS INDICATED IN TABLE 1, EMBEDDED INTO THECONCRETE ANCHOR BLOCKING.RESTRAINED JOINTS SHALL BE INSTALLED INADDITION TO VERTICAL ANCHOR BLOCKING.1114° TO 45° BEND1114° TO 45° BENDASPHALT OR GRAVELSURFACING6"12"SEE NOTE 524"x24" SQUARE CONCRETEPAD CENTERED ON VALVEVALVE BOX TOP SECTION,SEE NOTE 4VALVE OPERATION NUTEXTENSION SHALL BEUSED AS REQUIRED,SEE NOTES 2 AND 3VALVE BOX BOTTOMSECTION, SEE NOTE 4VALVE, SEE NOTE 11.SEWER VALVES SHALL BE NON-LUBRICATED ECCENTRICPLUG VALVES MANUFACTURED BY DEZURIK, MILLIKEN,VALMATIC, OR APPROVED EQUAL. ACTUATORS SHALL BEBURIED SERVICE WORM GEAR WITH 2" OPERATING NUT.CONNECTIONS SHALL BE FLANGE OR MECHANICALJOINT AS INDICATED ON THE PLANS.2.VALVE OPERATING NUT EXTENSIONS ARE REQUIREDWHEN THE VALVE NUT IS MORE THAN FOUR (4) FEETBELOW FINISHED GRADE. EXTENSIONS ARE TO BE AMINIMUM OF TWO (2) FEET LONG, ONLY ONE EXTENSIONTO BE USED PER VALVE. TOP OF EXTENSION SHALL BE 2FEET 6 INCHES TO 3 FEET BELOW FINISHED GRADE.3.ALL VALVE OPERATING NUT EXTENSIONS ARE TO BEMADE OF STEEL, SIZED AS NOTED, AND POWDERCOATED.4.VALVE BOXES SHALL BE TWO-PIECE, ADJUSTABLE, CASTIRON WITH EXTENSION PIECES (IF NECESSARY), ASMANUFACTURED BY THE VANRICH #940 SEATTLE ORAPPROVAL EQUAL. THE WORD "SEWER" SHALL BE CASTIN RELIEF IN THE TOP.5.IN PAVED AREAS, EDGES OF CONCRETE COLLARSSHALL BE SEALED WITH A HOT PAVING GRADE ASPHALT.NOTES:2" SQUAREOPERATING NUT1/3 TOTAL LENGTH1/8" MIN. THICKNESS2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH4-1/2" DIA1/8" MIN THICKNESS1" A36 ROUND BAR STOCKVALVE OPERATING NUT EXTENSIONR
3
"DRILL 12" DIA FOR PAD LOCKSUPPLIED BY OWNER (TYP)712"DIA12" PLATE 712" DIA W/ 312" DIA HOLECENTERED FOR PIPE BOLLARD2'-2"412" DIASCH 80 STEELPIPE ANCHORSCH 40 STEELPIPE BOLLARD14" PLATE712" DIA3 12" DIA1/4"1/4"12"3'-9"
4'- 914"
3'-1114"2'-0"4"12" DIACONCRETE78" DRAIN ROCKCONCRETE DOMED12" REFLECTIVE TAPE (TYP)1" CROWNFINISH GRADE8" DIA SCHED 20 POSTFILLED WITH CONCRETECOMMERCIAL CONCRETEPER WSDOT 6-02.3(2)B4" MIN36"36"2"18"MIN45° BEND90° BEND(INCLUDING VERTICAL UP BEND)DEAD ENDOFFSETTEEWYEUNBALANCED CROSSPLUGGED CROSSDIRECTION CHANGETEE USED AS ELBOWTHRU LINE CONNECTIONTEETHRU LINE CONNECTIONWYEDRAWINGS DEPICT BLOCK LOCATION, NOT SIZE. FOR SIZE, SEE NOTES AND TABLE.OFCITY OF YELMYELM WATER RECLAMATION FACILITY PHASE 2UPGRADESYELM, WASHINGTON252PRELIM
INARY
90%ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COMIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.REVIEW SUBMITTAL84C012CIVIL DETAILS1TYPDETAILNO SCALEBURIED SEWER VALVE4TYPDETAILNO SCALEVERTICAL THRUST BLOCKINGNOTES1.ALL STEEL SURFACES SHALL BE PAINTED WITH HAMMERTITE TRAFFIC YELLOW OR APPROVED EQUAL.2.CONCRETE WILL BE CLASS C.2TYPDETAILNO SCALEREMOVABLE BOLLARD3TYPDETAILNO SCALEBOLLARDNOTES1.AFTER INSTALLATION, PIPE SHALL BE THOROUGHLYCLEANED AND RECEIVE TWO COATS OF YELLOW PAINT.NOTES1.ALL PIPE SHALL BE PROPERLY BEDDED. SEE TRENCH SECTION2.CONCRETE FOR VERTICAL ANCHOR BLOCKS SHALL BE PLACED AS A CUBE, WITH SIDES FORMED TOTHE DIMENSIONS INDICATED IN TABLE 1.3.WRAP FITTING IN 4 MIL POLYETHYLENE PRIOR TO PLACING CONCRETE. CONSTRUCT BLOCK SUCHTHAT CONCRETE DOES NOT INTERFERE WITH ADJACENT PIPE JOINT.4.THE HOLD DOWN CHAIN OR REBAR HOLD-DOWN SHALL BE CENTERED ON THE FITTING.5.CONCRETE SHALL HAVE A MINIMUM DENSITY OF 145 POUNDS PER CUBIC FOOT AND A MINIMUMCOMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. CONCRETE SHALL BE ALLOWED TO CURE FOR AMINIMUM OF 5 DAYS BEFORE HYDROSTATIC TESTING.6.PROVIDE BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE. VALUES IN TABLE 1 AREPROJECT-SPECIFIC, BASED ON TEST PRESSURE OF 200 PSI, 2.5-FOOT MINIMUM PIPE COVER, GRADE30 PROOF COIL CHAIN, AND GRADE 60 REBAR. NOTIFY THE ENGINEER IF CONDITIONS DIFFER.7.FOR DUCTILE IRON PIPE, RESTRAINED JOINT PIPING (FIELD LOK GASKET OR APPROVED EQUAL) MAYBE PROVIDED IN LIEU OF ANCHOR BLOCKING. RESTRAINED JOINTS SHALL BE PROVIDED IN EACHDIRECTION FROM THE FITTING FOR THE MINIMUM PIPE LENGTH INDICATED IN TABLE 1.1.ALL PIPE SHALL BE PROPERLY BEDDED. SEE TRENCH SECTION2.BLOCKS SHALL BE PLACED AGAINST UNDISTURBED SOIL. IF THIS ISNOT POSSIBLE, PROVIDE STRUCTURAL FILL COMPACTED TO MINIMUM95% OF MAXIMUM DRY DENSITY AS BEARING SURFACE FOR BLOCK.3.PLACE 4 MIL POLYETHYLENE BETWEEN CONCRETE AND FITTING.CONSTRUCT BLOCK SUCH THAT CONCRETE DOES NOT INTERFEREWITH THE ADJACENT PIPE JOINT.4.THE VERTICAL DIMENSION OF THE BLOCK SHALL BE EQUAL TO ORLESS THAN ½ THE TOTAL DEPTH FROM FINISHED GRADE TO THEBOTTOM OF THE BLOCK, BUT NOT LESS THAN THE PIPE DIAMETER.5.THE HORIZONTAL DIMENSION OF THE BEARING AREA SHALL BEBETWEEN 1 AND 2 TIMES THE VERTICAL DIMENSION.6.THRUST BLOCK ORIENTATION SHALL BE SUCH THAT THE CENTER OFTHE THRUST BLOCK CORRESPONDS WITH THE CENTER OF THEFITTING.7.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF3,000 PSI AT 28 DAYS. CONCRETE SHALL BE ALLOWED TO CURE FOR AMINIMUM OF 5 DAYS BEFORE HYDROSTATIC TESTING, OR RESTRAINEDJOINTS SHALL BE PROVIDED IN ADDITION TO THRUST BLOCKS TOFACILITATE TESTING.8.PROVIDE BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE.LISTED THRUST BLOCK BEARING AREAS ARE PROJECT-SPECIFIC,BASED ON TEST PRESSURE OF 200 PSI AND SOIL BEARING PRESSUREOF 2,500 PSF. TO CALCULATE BEARING AREAS FOR DIFFERENT TESTPRESSURE AND SOIL BEARING, USE THE FOLLOWING EQUATION:BEARING AREA = (TEST PRESSURE/200) x (TABLE VALUE) x(2,500/BEARING PRESSURE)VERTICAL THRUST BLOCKING TABLE 1NOTES5TYPDETAILNO SCALEHORIZONTAL THRUST BLOCKINGAC011AC011HORIZONTAL THRUST BLOCKING TABLE
316 STAINLESS STEELANCHOR BOLT, SIZE PERLINER MANUFACTURER, 6" OCNUTBUTYL MASTIC TAPE40 MIL HDPE LINERWASHER2"x14" 316 STAINLESSSTEEL BATTENNEOPRENE ADHESIVEOFCITY OF YELMYELM WATER RECLAMATION FACILITY PHASE 2UPGRADESYELM, WASHINGTON252PRELIM
INARY
90%ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COMIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.REVIEW SUBMITTAL85C013CIVIL DETAILS1C007DETAILNO SCALECATCH BASIN TYPE 1PLANSECTION2" WIDE BATTEN BARS.FABRICATE FROM 14" 316 SSTPLATE. CENTER ON 48" DIA MHBASE SECTION WALLFASTENERS, SEEDETAIL 3, THIS SHEETLINER (NOT SHOWN)OS LAGOONSUMPBATTEN BARSEALANT BEADLINER3-2C004, C006DETAILNO SCALECONCRETE SUMP CONNECTIONOS LAGOON LINER3-DETAILNO SCALECONNECTIONLINER / CONCRETE21343487131256910114"3'-0"PLANSECTION4C006DETAILNO SCALEDRAIN PUMP SUMPOS WATER LAGOONNOTES1.48” DIA PRECAST MANHOLE BASE.2.OFF-SPEC LAGOON DRAIN PUMP, SEE SPECIFICATIONS.3.4” DIA. 90° BEND (RJ).4.4” DI PIPE.5.BOLT GUIDE RAIL BRACKET TO EXISTING VALVE ACCESS PLATFORM. INSTALLHARD RUBBER MOUNTS BETWEEN SST GUIDE RAIL BRACKET AND PLATFORM.6.CAST MANHOLE BASE WITHOUT GASKET LIP.7.CAREFULLY CUT EXISTING HDPE LAGOON LINER TO MINIMIZE REPAIR SEAMSIN EXISTING LINER TO REMAIN. REPAIR AS NECESSARY, SEE SPECIFICATIONS.8.FOLLOWING INSTALLATION OF DRAIN SUMP, SECURE EXISTING LINER TOCONCRETE MANHOLE BASE IN ACCORDANCE WITH DETAIL 2, THIS SHEET.9.3”x4” ECCENTRIC INCREASER, (FLxRJ).10.CONTRACTOR SHALL COORDINATE WITH PUMP MANUFACTURER FOR SIZE,LOCATION, AND EMBEDMENT OF MOUNTING BOLTS. USE SST HARDWARE FORMOUNTING PUMP.11.6” MIN COMPACTED PERMEABLE BALLAST PER WSDOT 9-03.9.12.2” SST GUIDE RAILS.13.SST LIFTING CHAIN AT PUMP CONNECTED TO SST CABLE. PROVIDE HOOKFOR CABLE AT GUIDE RAIL BRACKET. SEE SPECIFICATIONS.EX ROTATED 45° BEND (RJ)EX 24" PIPE (DI),DISCHARGES TOOFF-SPEC LAGOON1" RETURN BEND (GI),PERPENDICULAR TO24" OS PIPE (DI)1"x24" PIPE NIPPLE (GI)DOUBLE STRAP TAPPINGSADDLE FORD F202 OR EQUAL,CENTER BETWEEN EX FITTINGSEX 24" SLEEVE (RJ)5C004DETAILNO SCALEDISCHARGE AIR VENTOS WATER122