2169_El Rey_Updated Plans_7-12-22ABBREVIATIONS:ACASPHALT CONCRETEBCRBEGIN CURB RETURNBMBENCHMARKBVCSBEGIN VERTICAL CURVE STATIONBCVEBEGIN VERTICAL CURVE ELEVATIONCATVCABLE TELEVISIONCBCATCH BASINCLCENTERLINECMPCORRUGATED METAL PIPECOCLEAN OUTCYCUBIC YARD°DEGREESØDIAMETEREEELECTRICALECL EXISTING CENTERLINE ELEVATIONECREND CURB RETURNELELEVATIONEOPEDGE OF PAVEMENTEVCSEND VERTICAL CURVE STATIONEVCEEND VERTICAL CURVE ELEVATIONEXEXISTINGFCFACE OF CURBFFFINISH FLOORFGFINISH GRADEFHFIRE HYDRANTFLFLOW LINEFMFORCE MAINGGASGBGRADE BREAKGMGAS METERGVGATE VALVEHDPEHIGH DENSITY POLYETHYLENEHPHIGH POINTIEINVERT ELEVATIONKCALCULATED CURVE VALUELLENGTHLCVLENGTH VERTICAL CURVELFLINEAR FEETMMETERMHMAN HOLEMJMECHANICAL JOINTNFCNOT FOR CONSTRUCTIONOHPOVER HEAD POWERPPOWERPCPOINT OF CURVATUREPIPOINT OF INTERSECTIONPLPROPERTY LINEPGL PROPOSED GUTTER ELEVATIONPOBPOINT OF BEGINNINGPOCPOINT OF CONNECTIONPRCPOINT OF REVERSE CURVATUREPTPOINT OF TANGENCYPVCPOLY-VINYL CHLORIDERRADIUSRCPREINFORCED CONCRETE PIPERDROOF DRAINRFCRELEASED FOR CONSTRUCTIONROWRIGHT OF WAYRPBAREDUCED PRESSURE BACKFLOW ASSEMBLYSSLOPESFSQUARE FOOTSDSTORM DRAINSSSANITARY SEWERSTSTORMSTASTATIONSWSIDEWALKTTELEPHONETBTRUST BLOCKTCTOP OF CURBTESCTEMPORARY EROSION AND SEDIMENT CONTROLTPTOP OF PAVEMENTTGTOP OF GRATETYPTYPICALUGPUNDERGROUND POWERWWATERWMWATER METERWVWATER VALVEYMC YELM MUNICIPAL CODE±APPROXIMATELY%PERCENTΔDELTAEL REY BURROSECTION 24 TOWNSHIP 17 RANGE 1ECITY OF YELMWASHINGTONVICINITY MAPSITEDATE:DESCRIPTION:REV:
PROJECT NAME:
DRAWN:DATE:CHECKED:SCALE:
FULLER DESIGNS
1101 KRESKY AVE
CENTRALIA, WA 98531
(360) 807-4420
DRAWING TITLE:OFCIVIL COVER
EL REY BURRO
N/A 7/7/22 SD MF1
10C0.10 ISSUED FOR CONSTRUCTION 7/7/22 GEOTECHNICAL INFORMATION:A GEOTECHNICAL REPORT WAS PREPARED BY QUALITY GEO REPORTS.TOPOGRAPHIC INFORMATION:TOPOGRAPHIC INFORMATION DEPICTED IN THESE DRAWINGS WASPROVIDED BY ASPECT ARIAL ANALYTICS IN CENTRALIA WASHINGTON.TOPOGRAPHIC INFORMATION WAS NOT FIELD VERIFIED BY FULLERDESIGNS.BASIS OF BEARING/ELEVATION:NAVD 88/2011 PER WSDOT STATION "PTS 6" MONUMENT ID 5539. NAVD 88ELEVATION 383.68 FEET. SURVEY CONTROL WAS CONSTRAINED TO THISPOINT AND ON-SITE CONTROL WAS ESTABLISHED BY THE USE OF RTKGPS METHODS. STRUCTURES SHOWN ON THIS MAP WERE LOCATED BYA COMBINATION OF CONVENTIONAL FIELD TRAVERSE TECHNIQUES ANDAERIAL DRONE IMAGERY.LEGENDLINETYPESEXISTING PROPOSED DESC.PROJECT INFORMATION:APPLICANT:HERNANDEZ, MARTHA ARRIAGA8210 A N BICENTENNIAL LOOP SELACEY, WA 98503SITE ADDRESS:604 YELM AVE WYELM, WA 98597PARCEL NUMBER:21724141300ZONING (CITY):C-1 COMMERCIALLOTS:1 EXISTING 1 PROPOSEDSITE SOILS: SPANAWAY GRAVELLY SANDY LOAM WATER:CITY OF YELMSANITARY SEWER:CITY OF YELMGRADING:85± CY CUT170± CY FILLPARKING STALLS:8XXXXFMFMFMGGGSSSSSSSTSTSTSFSFUEUEUEXXXXBUILDING FOOTPRINTCONTOUR LINE (MAJOR)CONTOUR LINE (MINOR)COMMUNICATIONCULVERTEASEMENTEDGE OF PAVEMENTFENCEFORCE MAINGAS MAINGRADE BREAKLOT LINEOVERHEAD ELECTRICPROJECT BOUNDARYRIGHT-OF-WAYROAD CENTERLINESANITARY SEWER PIPESTORM PIPESIDEWALKSILT FENCEUNDERGROUND ELECTRICWATERwwwAARONL.FULLERWASHINGTONOFSTA
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EREREDERGIST49455EXP: 12/21/22NXXXXPWRCOMMPROJECT SPECIFICATIONS:THE WORK ON THIS PROJECT SHALL BE PERFORMED IN ACCORDANCEWITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE ANDMUNICIPAL CONSTRUCTION, 2022 WASHINGTON STATE DEPARTMENT OFTRANSPORTATION (WSDOT) (HEREAFTER "STANDARD SPECIFICATIONS").ALSO INCORPORATED INTO THESE CONTRACT DOCUMENTS BYREFERENCE ARE:A.MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)B.CITY ROAD STANDARDSC.CITY DRAINAGE STANDARDSD.THE INTERNATIONAL BUILDING CODE (IBC)CURRENT EDITIONS OF THESE STANDARDS SHALL BE USED WHICH EXISTON THE DATE OF CONTRACT ACCEPTANCE.CONTRACTOR SHALL OBTAIN COPIES OF THESE PUBLICATION ATCONTRACTOR'S OWN EXPENSE.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR,MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION, SUPPLIES ANDINCIDENTALS REQUIRED TO COMPLETE ALL WORK SHOWN ON THESEDRAWINGS. ONCE WORK IS COMPLETED CONTRACTOR SHALL OBTAINACCEPTANCE BY THE COUNTY AND PROJECT ENGINEER.THE INTENT OF THESE DRAWINGS IS TO PRESCRIBE A COMPLETEPROJECT. OMISSIONS FROM THE DRAWINGS OF DETAIL OF WORK WHICHIS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS SHALLNOT RELIEVE THE CONTRACTOR FROM PROVIDING THE OMITTED WORK.ANY PROPOSED ALTERATIONS BY THE CONTRACTOR AFFECTING THEREQUIREMENTS AND INFORMATION IN THESE DRAWINGS SHALL BE INWRITING AND WILL REQUIRE APPROVAL OF THE ENGINEER ANDINSPECTOR.WORK IN RIGHT OF WAY:CONTRACTOR SHALL OBTAIN A RIGHT OF WAY PERMIT PRIOR TOCOMMENCING ANY WORK LOCATED IN RIGHT OF WAY. ALL WORKPERFORMED IN THE RIGHT OF WAY SHALL ADHERE TO DRAWINGS,STANDARD SPECIFICATIONS, AND REQUIREMENTS OUTLINED IN THERIGHT OF WAY PERMIT.RECORD DRAWINGS:FULLER DESIGNS IS REQUIRED BY THE CITY TO PROVIDE RECORDDRAWING CERTIFICATION PRIOR TO FINAL CITY ACCEPTANCE. FULLERDESIGNS WILL NOT CERTIFY RECORD DRAWINGS WITHOUT INSPECTIONOF BELOW GRADE UTILITIES AND STRUCTURES. PRIOR TO BACKFILLING,CONTRACTOR SHALL NOTIFY FULLER DESIGNS OF NECESSARYINSPECTIONS.CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND NOTIFYENGINEER OR INSPECTOR OF INCONSISTENCIES PRIOR TO START OFCONSTRUCTION. CONTRACTOR SHALL MAINTAIN ONE SET OF THECONTRACT DRAWINGS THAT SHALL INCLUDE: ANY ALTERATIONS ORLOCATION OF UNDERGROUND UTILITIES ENCOUNTERED DURING THEPROGRESS OF THE PROJECT, ANY ALTERATIONS MADE TO THEIMPROVEMENTS BEING INSTALLED. MARKED DRAWINGS SHALL BE CLEARAND LEGIBLE. DRAWINGS SHALL BE MARKED "RECORD DRAWINGS" ANDSHALL BE SUBMITTED TO THE ENGINEER UPON PROJECT COMPLETION.CONTRACTOR LIABILITY NOTE:CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETERESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSEOF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLYCONTINUOUSLY THROUGHOUT PROJECT EXECUTION AND NOT BELIMITED TO WORKING HOURS. CONTRACTOR SHALL PROGRESS WORK INA MANNER THAT SHALL INDEMNIFY AND HOLD FULLER DESIGNSHARMLESS FROM ALL LIABILITY IN CONNECTION WITH CONTRACTOR'SPERFORMED WORK.REMOVAL OF UNSUITABLE MATERIALS:IF UNSUITABLE MATERIALS AS DEFINED BY THE STANDARDSPECIFICATIONS ARE ENCOUNTERED, THIS MATERIAL SHALL BEREMOVED TO THE DEPTH REQUIRED BY THE ENGINEER OR INSPECTORAND REPLACED WITH SUITABLE MATERIAL.UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND HAULEDTO A WASTE SITE OBTAINED BY THE CONTRACTOR. PRIOR TO REMOVAL,CONTRACTOR SHALL NOTIFY PROJECT OWNER SOMEASUREMENT/PAYMENT CAN BE MADE PER TON OF UNSUITABLEMATERIAL REMOVED.EROSION CONTROL NOTE:EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ONTHESE PLANS. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATIONAND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATIONOF EXISTING OR PROPOSED DRAINAGE STRUCTURES WILL BEPERMITTED. CARE SHALL BE TAKEN TO PREVENT MIGRATION OF SOILSTO ADJACENT PROPERTIES. DISTURBED EARTH SHALL BE STABILIZED ASREQUIRED BY THE STANDARD SPECIFICATIONS. INDIVIDUAL DESIGNATEDTO MONITOR EROSION CONTROL FACILITIES DURING CONSTRUCTIONSHALL HAVE CESCL CERTIFICATION.GENERAL NOTES:CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITHADJACENT PROPERTY OWNERS. DRIVEWAYS AND UTILITY SERVICESSHALL REMAIN ACCESSIBLE AT ALL TIMES.AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TOTHEIR ORIGINAL PRE-CONSTRUCTION STATE OR BETTER UPONCOMPLETION OF WORK.ANY DESIGN CHANGE(S) MADE TO THE PLANS BY OUTSIDE PARTIES(INCLUDING JURISDICTIONS, CITIES AND COUNTIES), WILL BE HELDRESPONSIBLE FOR ANY LIABILITIES THAT MAY OCCUR DUE TOCHANGE(S).UTILITIES LOCATE NOTE:EXISTING UTILITIES LOCATION SHOWN IN THIS PLAN SET IS BASED ONINFORMATION OBTAINED FROM VARIOUS RECORDS RESEARCH, ASBUILTDATA, AND FIELD MEASUREMENTS. FULLER DESIGNS ASSUMES NORESPONSIBILITY FOR EXACT LOCATION OF UTILITIES EITHER SHOWN ORNOT SHOWN IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY THEEXACT SIZE, DEPTH, LOCATION, AND ARRANGEMENT OF ALL UTILITIESPRIOR TO CONSTRUCTION. CONTRACTOR SHALL CALL UNDERGROUNDLOCATE AT 811 PRIOR TO PERFORMING CONSTRUCTIONS ACTIVITIES.GBSYMBOLSEXISTING PROPOSEDDESC.CATCH BASINFIRE HYDRANTGRINDER PUMPGAS VALVEILLUMINARE & POLEJUNCTION BOXSANITARY SEWER MANHOLESANITARY SEWER CLEANOUTSANITARY SEWER VALVESTORM MANHOLESPOT ELEVATIONSURFACE FLOWTREETELECOMMUNICATIONPEDESTALUTILITY POLEWATER METERWATER VALVEDOUBLE CHECKVALVE ASSEMBLYIRRIGATION VALVESSDDHYDHYDTJTJXXXGVSVHATCHEXISTINGPROPOSEDDESC.AC PAVEMENTCONCRETELANDSCAPEGRAVELTRUNCATED DOMESSHEET INDEXSHEETSHEET TITLEC0.1CIVIL COVERC1.1EXISTING CONDITIONS & TESC PLANC1.2TESC PLAN DETAILSC2.1LOT LAYOUTC3.1GRADING & DRAINAGE PLANC3.2LONGMIRE ST FRONTAGEC3.3DRAINAGE DETAILSC3.4FRONTAGE DETAILSC4.1UTILITY PLANC4.2UTILTIY DETAILS1 CITY COMMENTS 6/13/22
7/12/22
XXXXXX X X X GVGGGGGGGGGGGGPWRPWRSSSSSSGGGTGVSVSVSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSVSVSVSVWWWWWWWWWWWWWWWWWWWWWWWWWWWTSSSSSSWWWWW1+002+003+00N40° 29' 02"E125.00'S49° 30' 58"E
103.00'S40° 29' 02"W125.00'N49° 30' 58"W
103.00'SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFN40° 29' 02"E374.04'INTERSECTIONLONGMIRE ST STA 1+58.22N:594989.29E:1112710.78POBLONGMIRE ST STA 1+00.00N:594945.00E:1112672.97352353
D1D2D2D2D2T1D5D5WATER METER TO BE PLACED INCONC BOX WITH TRAFFIC RATEDLID, SEE SHEET C4.1T1D3D6T2D3D7D4D4D4D8D9353353
352351 351352353D10S.R.507 (YELM HWY)YELM FRIENDS LLC21724141206LONGMIRE STYELM FRIENDS LLC21724141206LINCOLN ALEXANDRA LLC21724141502BALTIC AVE LLC21724141205GGS 601 LLC2172414120660' ROW58' ROW
20' ROADWAY PROJECTBOUNDARY40' ROADWAY1+502+503+50D2D2SECTION 24 TOWNSHIP 17 RANGE 1EDATE:DESCRIPTION:REV:
PROJECT NAME:
DRAWN:DATE:CHECKED:SCALE:
FULLER DESIGNS
1101 KRESKY AVE
CENTRALIA, WA 98531
(360) 807-4420
DRAWING TITLE:OFEXISTING CONDITIONS & TESC PLAN
EL REY BURRO
1"=10'7/7/22 SD MF2
10C1.10 ISSUED FOR CONSTRUCTION 7/7/22 001010205SCALE 1" = 10'T1TEMORARY EROSION & SEDIMENTATIONCONTROL (TESC) NOTES:INSTALL SILT FENCE PER DOE DETAIL, SHEET C1.2INSTALL 100' CONSTRUCTION ENTRANCE PER DOE DETAIL, SHEET C1.2T2D1DEMO PLAN NOTES:EX BUILDING TO BE DEMOLISHEDEX ASPHALT/CONC SURFACE TO BE REMOVEDSAWCUT 1' FROM EDGE OF GUTTERLINE TO PREPARE NEAT EDGECOMMUNICATION AND POWER LINES TO EX BLDG TO BE REMOVED AND REALIGNEDTO NEW BUILDING. DESIGN PREPARED BY OTHERS.POWER POLES AND WIRES TO BE REALIGNED BY OTHERSSIDEWALK TO BE DEMOLISHED IN PREPARATION FOR NEW DRIVEWAYEX PLANTER BOX AND VEGETATION TO BE REMOVEDGAS TO BE DISCONNECTED FROM EX BLDG AND PROTECTED. GAS UTILITYCONNECTION TO BE REESTABLISHED TO NEW BLDG, DESIGN PREPARED BY OTHERS.EX FENCE TO BE REMOVEDEX CURB AT ADA RAMP TO BE DEMOLISHED IN PREPARATION OF SIDEWALKEXTENSIONAARONL.FULLERWASHINGTONOFSTA
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EREREDERGIST49455EXP: 12/21/22NND2D3D4D5D6D7D8D9D101 CITY COMMENTS 6/13/22
7/12/22
SECTION 24 TOWNSHIP 17 RANGE 1EDATE:DESCRIPTION:REV:
PROJECT NAME:
DRAWN:DATE:CHECKED:SCALE:
FULLER DESIGNS
1101 KRESKY AVE
CENTRALIA, WA 98531
(360) 807-4420
DRAWING TITLE:OFTESC PLAN DETAILS
EL REY BURRO
N/A 7/7/22 SD MF3
10C1.20 ISSUED FOR CONSTRUCTION 7/7/22
AARONL.FULLERWASHINGTONOFSTA
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SSIONALEGI
NE
EREREDERGIST49455EXP: 12/21/22N1 CITY COMMENTS 6/13/22 NOTES:1.2.3.4.OVERFLOW BYPASS5" MAX.GRATE FRAMEFILTEREDWATERSEDIMENT AND DEBRISDRAINAGE GRATEOVERFLOW BYPASS (TYP.)DRAINAGE GRATE~ RECTANGULAR GRATE SHOWNRETRIEVAL SYSTEM (TYP.)TRIMBELOW INLET GRATE DEVICENOT TO SCALESize the Below Inlet Grate Device (BIGD) for the storm water structure itwill service.The BIGD shall have a built-in high-flow relief system (overflow bypass).The retrieval system must allow removal of the BIGD without spilling thecollected material.Perform maintenance in accordance with Standard Specification 8-01.3(15).BELOW INLET GRATE DEVICEISOMETRIC VIEWSECTION VIEW7/12/22
BUILDINGSETBACKNO
PARKING 8'X20' TRASH ENCLOSUREAREA TO BE ENCLOSED ON 3 SIDESWITH 6' TALL CMU (OR EQUAL) WALLAND GATE IN COMPLIANCE WITH YMC18.59.0401+002+003+00N40° 29' 02"E304.71'2'CB1 CONTECHSTORM FILTERSEE SHEET C3.1CB2 SEESHEET C3.1PROP BLDG1440SF20'10'15'10'2'20'5.5'28'24'14.5'5.5'50'24'3.5'20'21'5.5'2.5'P5P5P2P3P3P4P1P3SEE SHEET C3.2 FORLONGMIRE ST FRONTAGEIMPROVEMENTSPOBLONGMIRE ST STA 1+00.00N:594945.00E:1112672.97INTERSECTIONLONGMIRE ST STA 1+57.34N:594988.62E:1112710.20S.R.507 (YELM HWY)YELM FRIENDS LLC21724141206LONGMIRE STYELM FRIENDS LLC21724141206LINCOLN ALEXANDRA LLC21724141502BALTIC AVE LLC21724141205GGS 601 LLC2172414120660' ROW58' ROW
20' ROADWAY PROJECTBOUNDARY40' ROADWAY10' (TYP)CB3 SEESHEET C3.1DRIVE THROUGHORDERING SYSTEM1+502+503+50XXXXXXX X
INSTALL DECORATIVESCREEN WALL (20' MIN) INCOMPLIANCE WITH YMC18.59.060P6SECTION 24 TOWNSHIP 17 RANGE 1EDATE:DESCRIPTION:REV:
PROJECT NAME:
DRAWN:DATE:CHECKED:SCALE:
FULLER DESIGNS
1101 KRESKY AVE
CENTRALIA, WA 98531
(360) 807-4420
DRAWING TITLE:OFLOT LAYOUT
EL REY BURRO
1"=10'7/7/22 SD MF4
10C2.10 ISSUED FOR CONSTRUCTION 7/7/22 001010205SCALE 1" = 10'NAARONL.FULLERWASHINGTONOFSTA
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EREREDERGIST49455EXP: 12/21/22NPARKING AND STRIPING NOTES:PAINT 10' WIDE PARKING STALL, 5' CROSS WALK, 11' ADA PARKING STALL,AND WHEEL STOPS, SEE DETAIL A THIS SHEET (TYP. 1)PAINT 10' WIDE X 20' LONG PARKING STALLS (TYP. 6)INSTALL PLANTER WITH 0.5' CURB, SEE SHEET C3.1 FOR DIMENSIONS ANDGRADING DETAILSINSTALL 5' SIDEWALK AND 0.5' CURB, SEE SHEET C3.1 FOR GRADING DETAILSPAINT ONE WAY ARROWS (TYP. 2)INSTALL 5' WIDE PEDESTRIAN WALKWAY, SEE SHEET C3.1 FOR GRADINGDETAILSADA PARKING STALL AND RAMPNTS5'10'11'3'NOPARKING20'5.5'P1P2P3P4P5RESERVED PARKING SIGNS,MUTCD R7-8 AND R7-8PWHEEL STOP (TYP)SEE SHEET C3.1FOR GRADE ELEVATIONSA5'5'2'3'P61 CITY COMMENTS 6/13/22
7/12/22
GGGGGGGGGGGGSVSVSVSVSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGVTSGGGWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSWWWWWWTWWWWWTGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST1+002+003+00N40° 29' 02"E304.71'S.R.507 (YELM HWY)YELM FRIENDS LLC21724141206LONGMIRE STYELM FRIENDS LLC21724141206LINCOLN ALEXANDRA LLC21724141502BALTIC AVE LLC21724141205GGS 601 LLC2172414120660' ROW58' ROW
20' ROADWAY 40' ROADWAYR=4'R=5'R=5'R=10'R=5'R=10'R=10'POBLONGMIRE ST STA 1+00.00N:594945.00E:1112672.97INTERSECTIONLONGMIRE ST STA 1+57.34N:594988.62E:1112710.20R=10'GBGBGBGB351352353353353 351352GBGBGBGBGBGBGBTC=352.40TP=351.90TC=352.35TP=351.85TC=352.35TP=351.85TC=352.40TP=351.90TC=352.40TP=351.90TC=352.50TP=352.00TC=352.30TP=351.80TC=352.25TP=351.75TC=352.40TP=351.90TC=352.00TP=351.50TC=352.10TP=351.60TC=352.00TP=352.00TC=352.40TP=351.90TC=352.00TP=352.00TC=352.50TP=352.00TC=352.40TP=351.90TC=352.40TP=351.90FF/TC=352.50TP=352.00FF/TC=352.50TP=352.00FG=350.95FG=351.20TP=351.15TP=350.90TP=352.65TP=352.95(MATCH EX)TC=352.93 (MATCH EX)TP=352.43 (MATCH EX)TC=352.50TP=352.50TC=352.00TP=352.00TC=352.42 (MATCH EX)TP=351.92 (MATCH EX)TP=352.59 (MATCH EX)TP=352.75TP=351.30TP=351.80TP=352.50TP=352.30TP=352.20TP=352.80TP=352.7021'19'23'64.5'90'16'2.5'15'21'5'20'26'60'90'100'77'5'2.5'24'2.5'5.5'2.5'2.5'24'5.5'5'43'TP=352.65TP=351.90352351353
352352352G2ST1ST2ST7G3G4G4G4ST8ST8G5PROP BLDGFF=352.50SEE SHEET C3.2 FORLONGMIRE ST FRONTAGEIMPROVEMENTSG1PROJECTBOUNDARYST5ST4ST3ROOFDOWNSPOUT(TYP)ST6G63
5
2
352EX CONCRETETO REMAIN1+502+503+50FG=353.30(MATCH EX)FG=352.60FG=353.25(MATCH EX)FG=352.65TC=352.40TP=351.90SECTION 24 TOWNSHIP 17 RANGE 1EDATE:DESCRIPTION:REV:
PROJECT NAME:
DRAWN:DATE:CHECKED:SCALE:
FULLER DESIGNS
1101 KRESKY AVE
CENTRALIA, WA 98531
(360) 807-4420
DRAWING TITLE:OFGRADING & DRAINAGE PLAN
EL REY BURRO
1"=10'7/7/22 SD MF5
10C3.10 ISSUED FOR CONSTRUCTION 7/7/22 001010205SCALE 1" = 10'ST1STORM NOTES:INSTALL 1-CARTRIDGE CONTECH STORMFILTER CB1, SEE DETAILON SHEET C3.3RIM = 351.0012"Ø IE = 348.70 (IN)12"Ø IE = 348.70 (OUT)INSTALL 15LF 12"Ø NON PERF PVC, S=0.08 FT/FTINSTALL 60LF 12"Ø NON PERF PVC, S=0.005 FT/FTINSTALL CB TYPE 1, CB2RIM = 351.6512"Ø PVC IE = 349.00 (IN/OUT)INSTALL 30LF 12"Ø NON PERF PVC, S=0.013 FT/FTINSTALL CB TYPE 1, CB3RIM = 351.9012"Ø PVC IE = 349.40 (OUT)INSTALL 90' LONG x 12.5' WIDE x 4' DEEP INFILTRATION TRENCH:90LF 12"Ø PERF PVC (TYP 8), S=0.00 FT/FT, WITH 12"Ø PVC PERFHEADER/FOOTER PIPES AND NECESSARY FITTINGSSEE CROSS SECTION ON SHEET C3.3INSTALL 40LF 4"Ø PVC STORM PIPE, S=0.005 FT/FT (MIN) ROOFDOWN SPOUT, PIPE TO BE PLUMBED DIRECTLY INTOINFILTRATION TRENCH, (TYP 2)ST2NAARONL.FULLERWASHINGTONOFSTA
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EREREDERGIST49455EXP: 12/21/22NG1GRADING NOTES:8'x20' CONCRETE PAD FOR TRASH DUMPSTER. PAD TO BE ENCLOSEDADA RAMPINSTALL 24' WIDE TYPE II CONCRETE APPROACH, SEE DETAIL 2-12 ONSHEET C3.4INSTALL PLANTER W/ TYPICAL CURB, SEE DETAIL ON SHEET C3.4,PLANTER DIMENSIONS PER PLANINSTALL 5' SIDEWALK WITH TYPICAL CURB, SEE DETAIL ON SHEET C3.4INSTALL 24' WIDE TYPE I CONCRETE APPROACH, SEE DETAIL 2-12 ONSHEET C3.4G2ST3G3G4G5ST4ST5NOTE TO CONTRACTOR1. HIGH PROFILE GAS FACILITY IS LOCATED WITHIN LONGMIRE STREET ANDONSITE, CONTRACTOR TO VERIFY LOCATION AND DEPTH. IF CHANGES ARENECESSARY, CONTRACTOR IS TO CONTACT FULLER DESIGNS. CONTRACTORMUST CONTACT PSE AND SCHEDULE A STANDBY, (253) 405-7338, 48 HOURSPRIOR TO EXCAVATION2. ALL PROPOSED CATCH BASINS ( NOTES ST1, ST4, AND ST6) SHALL HAVESILT SOCK INLET PROTECTION PLACED INSIDE CB DIRECTLY AFTERINSTALLATION. INLET PROTECTION AND OTHER EROSION CONTROL DEVICESMAY BE REMOVED UPON SITE STABILIZATION. SEE SHEET C1.2 FOR SILTSOCK DETAILST6ST7ST8G61 CITY COMMENTS 6/13/22
7/12/22
GGGGGGGGGSVSVSVSVSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGVTSGGGWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSWWWWWTWWWWWTGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGN40° 29' 02"E304.71'F1F2F4POBLONGMIRE ST STA 1+00.00N:594945.00E:1112672.97INTERSECTIONLONGMIRE ST STA 1+57.34N:594988.62E:1112710.20SEE SHEET C3.1 FORSTORM DETAILSTC=353.03 (MATCH EX)FG=352.53 (MATCH EX)TC=352.80FG=352.30TC=352.45FG=351.95TC=352.00FG=352.00TC=352.95FG=352.45TC=352.50FG=352.501+002+003+00PROJECTBOUNDARYSTSTSTSTSTSTSTSTSTSTLONGMIRE STYELM FRIENDS LLC2172414120658' ROW
20' ROADWAY END CURB & GUTTERINSTALLSTA 3+21.16, 18' LT3
53
353352352353353
3531+502+503+50CONNECT NEW SIDEWALK TOEXISTING ADA RAMP.REMOVE EDGE OF CURB.MATCH EX GRADEFG=352.67(MATCH EX)FG=352.02(MATCH EX)352353
352352352END AC PAVE INSTALLSTA 3+49.33, 4' LTF3BEGIN AC PAVE INSTALLSTA 2+26.18, 12' LTF4BEGIN CURB GUTTER INSTALLSTA 2+17.12, 11' LTF3VERTICAL: 1" = 1'HORIZONTAL: 1" = 10'ELEVATION3483503523543483503523541+002+003+003+50-2.0%-1.3%0.7%PVI STA:2+71.24PVI ELEV:351.97K:8.14LVC:5.00BVCS: 2+68.74
BVCE: 352.02
EVCS: 2+73.74
EVCE: 351.94
PVI STA:2+82.76PVI ELEV:351.83K:5.05LVC:10.00BVCS: 2+77.76
BVCE: 351.89
EVCS: 2+87.76
EVCE: 351.86 PVI STA:2+17.11PVI ELEV:352.99K:5.27LVC:10.00BVCS: 2+12.11
BVCE: 352.99
EVCS: 2+22.11
EVCE: 352.90
PGL = NAECL = 351.54PGL = NAECL = 353.11
PGL = NA
ECL = 352.64
PGL = 352.37
ECL = 352.64
PGL = 351.95
ECL = 352.15
PGL = NA
ECL = NA SECTION 24 TOWNSHIP 17 RANGE 1EDATE:DESCRIPTION:REV:
PROJECT NAME:
DRAWN:DATE:CHECKED:SCALE:
FULLER DESIGNS
1101 KRESKY AVE
CENTRALIA, WA 98531
(360) 807-4420
DRAWING TITLE:OFLONGMIRE ST FRONTAGE
EL REY BURRO
1"=10'7/7/22 SD MF6
10C3.20 ISSUED FOR CONSTRUCTION 7/7/22 001010205SCALE 1" = 10'F1STREET NOTES:INSTALL 24" WIDE TYPE I CONCRETE APPROACH, SEE DETAIL 2-12 ON SHEET C3.4INSTALL CEMENT CONCRETE SIDEWALK, PER DETAIL 2-11 SHEET C3.4INSTALL CURB AND GUTTER PER DETAIL 2-13 SHEET C3.4INSTALL NEW AC PAVE, SEE PAVEMENT CROSS SECTION ON SHEET C3.4F2NAARONL.FULLERWASHINGTONOFSTA
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SSIONALEGI
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EREREDERGIST49455EXP: 12/21/22NF3F4EX GRADE @GUTTERPROP GRADE@ GUTTEREX GRADE@ CLLONGMIRE STNOTE TO CONTRACTOR1. HIGH PROFILE GAS FACILITY IS LOCATED WITHIN LONGMIRESTREET AND ONSITE, CONTRACTOR TO VERIFY LOCATIONAND DEPTH. IF CHANGES ARE NECESSARY, CONTRACTOR ISTO CONTACT FULLER DESIGNS. CONTRACTOR MUSTCONTACT PSE AND SCHEDULE A STANDBY, (253) 405-7338, 48HOURS PRIOR TO EXCAVATIONINTERSECTIONLONGMIRE ST & YELM HWYLONGMIRE STA 1+57.34EL= 353.32
EX WATER LATERALS,CONTRACTOR TO VERIFYDEPTH AND EXACT LOCATIONTIE INTO EX CURB
STA 2+17.12
EL= 353.03
EX GAS UTILITY, SEE NOTE 1TO CONTRACTORSEE SHEET C3.1 FORSTORM DETAILSEX STEP SS LATERALEX COMMSEX GASEX COMMS1 CITY COMMENTS 6/13/22
7/12/22
GENERAL NOTES (STORMWATER CONSTRUCTION)1. THE CONTRACTOR SHALL OBTAIN ALL APPROVALS AND PERMITS REQUIRED BY THECITY OF YELM (CITY) PRIOR TO THE START OF CONSTRUCTION. A GRADING PERMIT FORSTORM POND CONSTRUCTION MAY BE REQUIRED.2. STORM DRAIN PIPE SHALL BE ON THE WSDOT QUALIFIED PRODUCTS LIST FOR THESPECIFICATION LISTED BELOW:A. PLAIN CONCRETE STORM SEWER PIPE OR REINFORCED CONCRETE STORM SEWER PIPE PER WSDOT STANDARD SPECIFICATION 9-05.7.B.SOLID WALL PVC STORM SEWER PIPE PER WSDOT STANDARD SPECIFICATION 9-05.12(1).C.DUCTILE IRON SEWER PIPE PER WSDOT STANDARD SPECIFICATION 9-05.13.D.HANCOR BLUE SEAL ™ AND ADVANCED DRAINAGE SYSTEMS (ADS/HANCOR) N-12HDPE AND (ADS/HANCOR) SANITITE UP TO 36” IN DIAMETER PER WSDOT STANDARDSPECIFICATIONS 9-05.20 AND 9-05.24.E.CONTECH DUROMAXX STEEL RIB REINFORCED POLYETHYLENE PIPE, IN DIAMETERS FROM 24 INCH TO 60 INCH PER WSDOT STANDARD SPECIFICATION 9-05.22.3. ALL STORM DRAINAGE SYSTEMS SHALL BE AIR TESTED AT 4 PSI EXCEPT CONCRETEPIPE, WHICH SHALL BE TESTED PER WSDOT/APWA STANDARD FOR CONCRETE STORMPIPE. ALL FLEXIBLE PIPE SHALL BE MANDREL TESTED PER WSDOT/APWA STANDARDS.TESTING SHALL BE DONE BY THE CONTRACTOR.4. TESTING OF THE STORM SEWER SHALL INCLUDE VIDEOTAPING OF THE MAIN BY THECONTRACTOR. IMMEDIATELY PRIOR TO VIDEOTAPING, ENOUGH WATER SHALL BE RUNDOWN THE LINE SO IT COMES OUT THE LOWER CATCH BASIN. A COPY OF THE VIDEO TAPESHALL BE SUBMITTED TO THE CITY. ACCEPTANCE OF THE LINE WILL NOT BE MADE UNTILAFTER THE TAPE HAS BEEN REVIEWED AND APPROVED BY THE CITY. TESTING SHALLTAKE PLACE AFTER ALL UNDERGROUND UTILITIES ARE INSTALLED AND COMPACTION OFTHE ROADWAY SUBGRADE IS COMPLETE.5. SPECIAL STRUCTURES, OIL/WATER SEPARATORS AND OUTLET CONTROLS SHALL BEINSTALLED PER PLANS AND MANUFACTURERS' RECOMMENDATIONS. WHERE OIL/WATERSEPARATORS ARE CONNECTED TO A SEWER SYSTEM, THEY SHALL BE INSTALLED WITH AP-TRAP OR CHECK VALVE TO PREVENT ODORS.6. ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH MINIMUMREQUIREMENT 2 OF THE LATEST EDITION OF THE DEPARTMENT OF ECOLOGYSTORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (SWMMWW). FORSITES WHERE VEGETATION HAS BEEN PLANTED THROUGH HYDRO SEEDING, THEFINANCIAL GUARANTEE WILL NOT BE RELEASED UNTIL THE VEGETATION HAS BEENTHOROUGHLY ESTABLISHED.7. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION", THE CONTRACTOR SHALLEXPOSE SUCH CONNECTION POINTS AND FITTINGS 48 HOURS PRIOR TO DISTRIBUTINGSHUTDOWN NOTICES.8. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THEPROJECT ENGINEER AND THE CITY’S CIVIL REVIEW ENGINEER.9. ALL STORM PIPE SHALL BE A MINIMUM OF 12-INCH DIAMETER FOR MAINS ANDCROSSINGS. WHEN PRIVATE STORMWATER (I.E. ROOF, LOT OR FOOTING DRAINS)CANNOT BE INFILTRATED ON INDIVIDUAL LOTS, THE MINIMUM STANDARD PIPINGCONNECTION TO THE PUBLIC SYSTEM SHALL BE 8-INCH PVC. THE 8-INCH MAINUSED FOR CONNECTION SHALL BEGIN AT THE RIGHT-OF-WAY, AND THE CONNECTION TOTHE CATCH BASIN OR MANHOLE SHALL BE CORED AND GROUTED.10. ALL STORM MAINS AND RETENTION/DETENTION AREAS SHALL BE STAKED FOR GRADEAND ALIGNMENT BY AN ENGINEERING OR SURVEY FIRM LICENSED TO PERFORM SUCHWORK.11. THE MINIMUM STAKING OF STORM SEWER SYSTEMS SHALL BE IN ACCORDANCE WITHSECTION 3.00.050 OF THESE STANDARDS, AND AS FOLLOWS:a. STAKE LOCATION OF ALL CATCH BASINS, MANHOLES AND OTHER FIXTURES FORGRADE AND ALIGNMENT.b. STAKE LOCATION, SIZE, AND DEPTH OF RETENTION/DETENTION FACILITY.c. STAKE FINISHED GRADE OF ALL STORMWATER FEATURES, INCLUDING BUT NOTLIMITED TO CATCH BASIN/MANHOLE RIM ELEVATIONS, OVERFLOW STRUCTURES,WEIRS, AND INVERT ELEVATIONS OF ALL PIPES IN CATCH BASINS, MANHOLES, ANDPIPES THAT DAYLIGHT.12. PIPE MATERIALS USED FOR STORMWATER CONVEYANCE SHALL BE AS APPROVED BYTHE CITY. PIPE SIZE, SLOPE, COVER, ETC., SHALL BE AS SPECIFIED IN THE CITY OFYELM DEVELOPMENT GUIDELINES AND ENGINEERING STANDARDS.13. ALL DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH.CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE.14. IF DRAINAGE OUTLETS (STUB-OUTS) ARE TO BE PROVIDED FOR EACH INDIVIDUAL LOT,THE STUB OUTS SHALL CONFORM TO THE FOLLOWING:a. EACH OUTLET SHALL BE LOCATED AT THE LOWEST ELEVATION ON THE LOT, TOSERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE. EACH OUTLET SHALLHAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORM WATERCONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.b. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A 5-FOOT HIGH, 2"X 4" STAKEMARKED "STORM" OR "DRAIN." THE STUB-OUT SHALL VISIBLY EXTEND ABOVESURFACE LEVEL AND BE SECURED TO THE STAKE.c. PIPE MATERIAL SHALL BE AS APPROVED BY THE CITY.d. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TOCONVEY FLOWS THROUGH INDIVIDUAL LOTS.e. THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING THELOCATIONS OF ALL STUB-OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES(E.G., POWER, GAS, TELEPHONE, TELEVISION).f. ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THELOT HOMEOWNER.SECTION 24 TOWNSHIP 17 RANGE 1EDATE:DESCRIPTION:REV:
PROJECT NAME:
DRAWN:DATE:CHECKED:SCALE:
FULLER DESIGNS
1101 KRESKY AVE
CENTRALIA, WA 98531
(360) 807-4420
DRAWING TITLE:OFDRAINAGE DETAILS
EL REY BURRO
N/A 7/7/22 SD MF7
10C3.30 ISSUED FOR CONSTRUCTION 7/7/22
AARONL.FULLERWASHINGTONOFSTA
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SSIONALEGI
NE
EREREDERGIST49455EXP: 12/21/22NONSITE INFILTRATION FACILITYNTSWASHED DRAIN ROCKIE = 347.50'12"Ø HDPE PERF PIPE(TYP OF 8)2.5' MIN1.5'4'1.5'0.5'0.5'12.5'0.5'0.5'0.5'0.5'0.5'GEOTEXTILE FABRIC ALL AROUNDWASHED DRAIN ROCK. FABRIC SHALL BEMIRIFI 500X OR EQUIVALENTAC PAVESTRUCTURALBACKFILL0.02640.079NATIVE SUBGRADE0.5'0.5'351.00348.7012"348.701 CITY COMMENTS 6/13/22
7/12/22
GENERAL NOTES (STREET CONSTRUCTION)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.B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL INACCORDANCE WITH MUTCD. PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFICCONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FORAPPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROLIS IN PLACE.C. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHERVERTICAL AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY ANENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK.D. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUTTO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS1 INACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALTSHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE FOR A SEAL AT THESAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR-4000W PAVINGASPHALT.E. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCEWITH THE STANDARD SPECIFICATIONS.F. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTINGFIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEERBEFORE POURING CONCRETE.G. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIORTO ACCEPTANCE OF WORK.H. THE CONTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENTSIGNING.SECTION 24 TOWNSHIP 17 RANGE 1EDATE:DESCRIPTION:REV:
PROJECT NAME:
DRAWN:DATE:CHECKED:SCALE:
FULLER DESIGNS
1101 KRESKY AVE
CENTRALIA, WA 98531
(360) 807-4420
DRAWING TITLE:OFFRONTAGE DETAILS
EL REY BURRO
N/A 7/7/22 SD MF8
10C3.40 ISSUED FOR CONSTRUCTION 7/7/22
AARONL.FULLERWASHINGTONOFSTA
T
EPROFE
SSIONALEGI
NE
EREREDERGIST49455EXP: 12/21/22NPAVEMENT SECTIONNTS2' ASPHALT2' CSTC8' BALLAST1 CITY COMMENTS 6/13/22
7/12/22
GGGGGGGGGGGGSVSVSVSVSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGVTSGGGWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSWWWWWWTNO
PARKING
WWWWWSSSSTGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRGGGGGGGGGGGPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWR1+002+003+001+502+503+50N40° 29' 02"E304.71'S1W2SSMH RIM=352.23PROP BLDGPOBLONGMIRE ST STA 1+00.00N:594945.00E:1112672.97INTERSECTIONLONGMIRE ST STA 1+57.34N:594988.62E:1112710.20S.R.507 (YELM HWY)YELM FRIENDS LLC21724141206LONGMIRE STYELM FRIENDS LLC21724141206LINCOLN ALEXANDRA LLC21724141502BALTIC AVE LLC21724141205GGS 601 LLC2172414120660' ROW58' ROW
20' ROADWAY PROJECTBOUNDARY40' ROADWAYSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS2S3W1WWW3/4" DEDICATEDIRRIGATION LINESEE LANDSCAPE PLANSFOR CONTINUATIONW3W4W WW4RECONNECT TO EX LINE.EXACT LOCATION TBD BYCONTRACTORCONNECT TO EX ONSITE WATER LINEEXACT LOCATION TBD BY CONTRACTOR.ENSURE REALIGNMENT STARTS ONPRIVATE PROPERTYINSTALL 3/4" TEE AND GATEVALVE FOR IRRIGATION STUBSECTION 24 TOWNSHIP 17 RANGE 1EDATE:DESCRIPTION:REV:
PROJECT NAME:
DRAWN:DATE:CHECKED:SCALE:
FULLER DESIGNS
1101 KRESKY AVE
CENTRALIA, WA 98531
(360) 807-4420
DRAWING TITLE:OFUTILITY PLAN
EL REY BURRO
1"=10'7/7/22 SD MF9
10C4.10 ISSUED FOR CONSTRUCTION 7/7/22 001010205SCALE 1" = 10'NAARONL.FULLERWASHINGTONOFSTA
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SSIONALEGI
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EREREDERGIST49455EXP: 12/21/22NS1SEWER PLAN NOTES:CONTRACTOR TO VERIFY EX LATERAL AND STEP TANK IN GOOD STANDING AND INCOMPLIANCE WITH DETAILS 5-1 AND 5-10, SHEET C4.2SEWER LATERALS FOR GREY AND BLACK WATER TO BE INSTALLED/ALIGNED WITH THENEW BLDGINSTALL ALARM PANEL PER DETAILS 5-5 AND 5-6, SHEET C4.2W1WATER PLAN NOTES:CONTRACTOR TO VERIFY EX WATER SERVICE MEETS DETAIL 4-1 ON SHEET C4.2.WATER METER SHALL BE PLACED INSIDE CONC BOX WITH TRAFFIC RATED LIDREMOVE/ABANDON EX WATER LINE AS NEEDEDINSTALL DCVA DETAIL 4-16, SHEET C4.2REALIGN EX WATER SERVICE AS SHOWN.W2NOTE TO CONTRACTOR1. CONTRACTOR TO POTHOLE AND VERIFY LOCATION OF UTILITIES PRIOR TOCONSTRUCTION2. HIGH PROFILE GAS FACILITY IS LOCATED WITHIN LONGMIRE STREET ANDONSITE, CONTRACTOR TO VERIFY LOCATION AND DEPTH. IF CHANGES ARENECESSARY, CONTRACTOR IS TO CONTACT FULLER DESIGNS. CONTRACTORMUST CONTACT PSE AND SCHEDULE A STANDBY, (253) 405-7338, 48 HOURSPRIOR TO EXCAVATION3. CLEANOUTS LOCATED IN PROPOSED ASPHALT AREA SHALL NOT BEBURIED UNDER ASPHALT AND MUST BE TRAFFIC RATED4. COMMUNICATION AND POWERLINES TO BE REALIGNED TO NEW BUILDING,DESIGN PREPARED BY OTHERS5. GAS UTILITY CONNECTION TO BE RE-ESTABLISHED TO NEW BUILDING,DESIGN PREPARED BY OTHERSS2S3W31 CITY COMMENTS 6/13/22 W47/12/22
SECTION 24 TOWNSHIP 17 RANGE 1EDATE:DESCRIPTION:REV:
PROJECT NAME:
DRAWN:DATE:CHECKED:SCALE:
FULLER DESIGNS
1101 KRESKY AVE
CENTRALIA, WA 98531
(360) 807-4420
DRAWING TITLE:OFUTILTIY DETAILS
EL REY BURRO
N/A 7/7/22 SD MF10
10C4.20 ISSUED FOR CONSTRUCTION 7/7/22
AARONL.FULLERWASHINGTONOFSTA
T
EPROFE
SSIONALEGI
NE
EREREDERGIST49455EXP: 12/21/22N1 CITY COMMENTS 6/13/22
7/12/22