CD_17-2E-19_Rev7DATE:DESCRIPTION:REV:
PROJECT NAME:
DRAWN:DATE:CHECKED:SCALE:
FULLER DESIGNS
1111 KRESKY AVE, SUITE 100
CENTRALIA, WA 98531
(360) 807-4420
DRAWING TITLE:OF0 9/27/23ISSUED FOR CONSTRUCTION
41C0.1CIVIL COVER
SD9/27/23 AF
FIRST ST SE (QUINBY)
N/A ABBREVIATIONS:ACASPHALT CONCRETEBCRBEGIN CURB RETURNBMBENCHMARKBVCSBEGIN VERTICAL CURVE STATIONBCVEBEGIN VERTICAL CURVE ELEVATIONBLDGBUILDINGCATVCABLE TELEVISIONCBCATCH BASINCLCENTERLINECMPCORRUGATED METAL PIPECOCLEAN OUTCYCUBIC YARD°DEGREESØDIAMETEREEELECTRICALECREND CURB RETURNELELEVATIONEOPEDGE OF PAVEMENTEPEND POINTEVCSEND VERTICAL CURVE STATIONEVCEEND VERTICAL CURVE ELEVATIONEXEXISTINGFFFINISH FLOORFGFINISH GRADEFHFIRE HYDRANTFLFLOW LINEFMFORCE MAINFOGFATS, OILS AND GREASEGGASGBGRADE BREAKGMGAS METERGVGATE VALVEHDPEHIGH DENSITY POLYETHYLENEHPHIGH POINTIEINVERT ELEVATIONKCALCULATED CURVE VALUELLENGTHLCVLENGTH VERTICAL CURVELFLINEAR FEETLTLEFTMMETERMHMAN HOLEMJMECHANICAL JOINTNAPNOT A PART OF PROJECTNFCNOT FOR CONSTRUCTIONOHPOVER HEAD POWERPPOWERPCPOINT OF CURVATUREPIPOINT OF INTERSECTIONPLPROPERTY LINEPOBPOINT OF BEGINNINGPOCPOINT OF CONNECTIONPRCPOINT OF REVERSE CURVATUREPTPOINT OF TANGENCYPVCPOLY-VINYL CHLORIDERRADIUSRCPREINFORCED CONCRETE PIPERDROOF DRAINRFCRELEASED FOR CONSTRUCTIONROWRIGHT OF WAYRPBAREDUCED PRESSURE BACKFLOW ASSEMBLYRTRIGHTSSLOPESFSQUARE FOOTSDSTORM DRAINSSSANITARY SEWERSTSTORMSTASTATIONSWSIDEWALKTTELEPHONETBTRUST BLOCKTCTOP OF CURB/CONCRETETESCTEMPORARY EROSION AND SEDIMENT CONTROLTGTOP OF GRATETYPTYPICALUGPUNDERGROUND POWERWWATERWMWATER METERWVWATER VALVE±APPROXIMATELY%PERCENTΔDELTAVICINITY MAPSITEPROJECT INFORMATION:APPLICANT:WILL AND COURTNEY QUINBY (COUGAR RX)106 SALEY LNCENTRALIA, WA 98531SITE ADDRESS:106 FIRST ST SEYELM, 98597PARCEL NUMBER:64400501000, 64400500100, 64400500200 & 64400500800ZONING (CITY):CBD - CENTRAL BUSINESS DISTRICTLOTS:4 EXISTING 4 PROPOSEDACRES:0.87SITE SOILS:SPANAWAY GRAVELLY SANDY LOAM WATER:CITY OF YELMSANITARY SEWER:CITY OF YELMGRADING:TBD± CY CUTTBD± CY FILLPARKING STALLS:40 EXISTING 40 PROPOSEDFIRST ST SE (QUINBY)SECTION 19 TOWNSHIP 17 RANGE 2ECITY OF YELMWASHINGTONPROJECT SPECIFICATIONS:THE WORK ON THIS PROJECT SHALL BE PERFORMED IN ACCORDANCEWITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE ANDMUNICIPAL CONSTRUCTION, 2022 WASHINGTON STATE DEPARTMENTOF TRANSPORTATION (WSDOT) (HEREAFTER "STANDARDSPECIFICATIONS").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 WHICHEXIST ON 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 CITY AND PROJECT ENGINEER.THE INTENT OF THESE DRAWINGS IS TO PRESCRIBE A COMPLETEPROJECT. OMISSIONS FROM THE DRAWINGS OF DETAIL OF WORKWHICH IS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGSSHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING THEOMITTED 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 WITHOUTINSPECTION OF BELOW GRADE UTILITIES AND STRUCTURES. PRIOR TOBACKFILLING, CONTRACTOR SHALL NOTIFY FULLER DESIGNS OFNECESSARY INSPECTIONS.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 BECLEAR AND LEGIBLE. DRAWINGS SHALL BE MARKED "RECORDDRAWINGS" AND SHALL BE SUBMITTED TO THE ENGINEER UPONPROJECT 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 SHALLAPPLY CONTINUOUSLY THROUGHOUT PROJECT EXECUTION AND NOTBE LIMITED TO WORKING HOURS. CONTRACTOR SHALL PROGRESSWORK IN A MANOR THAT SHALL INDEMNIFY AND HOLD FULLERDESIGNS HARMLESS FROM ALL LIABILITY IN CONNECTION WITHCONTRACTOR'S PERFORMED 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 ORINSPECTOR AND REPLACED WITH SUITABLE MATERIAL.PRIOR TO COMMENCING CONSTRUCTION THE CONTRACTOR SHALLIDENTIFY A SITE TO DISPOSE OF UNSUITABLE MATERIALS. IFUNSUITABLE MATERIAL IS IDENTIFIED ON SITE THE CONTRACTORSHALL PROVIDE CALCULATION OF UNSUITABLE MATERIAL AND NOTIFYTHE OWNER'S REPRESENTATIVE PRIOR TO REMOVAL. THECONTRACTOR SHALL DISPOSE OF UNSUITABLE MATERIAL LEGALLYOFF SITE.GENERAL NOTES:CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIESWITH ADJACENT PROPERTY OWNERS. DRIVEWAYS AND UTILITYSERVICES SHALL 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,ASBUILT DATA, AND FIELD MEASUREMENTS. FULLER DESIGNSASSUMES NO RESPONSIBILITY FOR EXACT LOCATION OF UTILITIESEITHER SHOWN OR NOT SHOWN IN THESE DRAWINGS. CONTRACTORSHALL VERIFY THE EXACT SIZE, DEPTH, LOCATION, ANDARRANGEMENT OF ALL UTILITIES PRIOR TO CONSTRUCTION.CONTRACTOR SHALL CALL UNDERGROUND LOCATE AT 811 PRIOR TOPERFORMING CONSTRUCTIONS ACTIVITIES.LEGENDLINETYPESEXISTINGPROPOSEDDESC.AC PAVEMENTGRAVELCONCRETELANDSCAPE / GRASS AREAXXXXFMFMFMGGGSSSSSSSTSTSTSFSFUEUEUEXXXXOEXXXXwwwOEOEHATCHEXISTINGPROPOSEDDESC.BUILDING FOOTPRINTBUILDING SETBACKCLEARING AND GRUBBINGCONTOUR LINE (MAJOR)CONTOUR LINE (MINOR)CULVERTDITCHEASEMENTEDGE OF PAVEMENTEDGE OF GRAVELFENCEFORCE MAINGAS MAINGRADE BREAKLANDSCAPELOT LINEPROJECT BOUNDARYRIGHT-OF-WAYROAD CENTERLINEROAD CUT LINESANITARY SEWER PIPESTORM PIPESIDEWALKSILT FENCEUNDERGROUND ELECTRICOVERHEAD ELECTRICTELECOMMUNICATIONWATEROTOTOTDRAWING CONTENTS:C0.1- CIVIL COVERC1.1 - OVERALL SITE & TESC PLAN & DETAILSC2.1 - HORIZONTAL CONTROL PLANC3.1 - UTILITY PLAN & DETAILSGBGBGBCGCGSYMBOLSEXISTINGPROPOSEDDESC.HYDHYDSSDDSDXXXTMBMBTPVPVCATCH BASINPOWER VAULTFIRE HYDRANTILLUMINARE & POLEJUNCTION BOXMAIL BOXSANITARY SEWER MANHOLESTORM MANHOLESERVICE DISCONNECTSPOT ELEVATIONSURFACE FLOWTELECOMMUNICATION PEDESTALTREEUTILITY POLESTREET SIGNWATER METERWATER VALVEGEOTECHNICAL INFORMATION:A GEOTECHNICAL REPORT WAS NOT PREPARED FOR THIS PROJECT. INLIEU OF A REPORT ALL CONSTRUCTION SHALL COMPLY WITH STANDARDSPECIFICATIONS.TOPOGRAPHIC INFORMATION:TOPOGRAPHIC INFORMATION DEPICTED IN THESE DRAWINGS WASPROVIDED BY LEWIS COUNTY GIS DATA. TOPOGRAPHIC INFORMATIONWAS NOT FIELD VERIFIED BY FULLER DESIGNS.
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42C1.1OVERALL SITE & TESC PLAN & DETAILS
SD9/27/23 AF
FIRST ST SE (QUINBY)
1:20 SECTION 19 TOWNSHIP 17 RANGE 2EADJACENTPROPERTY LINE(TYP)DATE:DESCRIPTION:REV:
PROJECT NAME:
DRAWN:DATE:CHECKED:SCALE:
FULLER DESIGNS
1111 KRESKY AVE, SUITE 100
CENTRALIA, WA 98531
(360) 807-4420
DRAWING TITLE:OF0 9/27/23ISSUED FOR CONSTRUCTION EX ROW(TYP)YCOM NETWORKS INC105 2ND ST NE64400500600LESH INVESTMENTS LLC202 FIRST ST S64420400100EX BUILDING(TYP)YCOM NETWORKS INC105 2ND ST NE64400500700KODIAKS LEGACY LLC113 YELM AVE SE64400500500KODIAKS LEGACY LLC113 YELM AVE SE64400500500CARPENTER, JOHN P109 YELM AVE E64400500401HATHAWAY, WAYNE H107 YELM AVE E64400500300RICHARDSON, JENNIE L105 YELM AVE E64400500301TT UNLIMITED LLC109 WASHINGTON AVE SE64420400600PETERSON, TIMOTHY M &DEBRA D111 WASHINGTON AVE SE64420400600TIMBERLAND SAVINGS BANK101 SE YELM AVE64400200100TIMBERLAND SAVINGS BANK101 SE YELM AVE64400200300EARSLEYINVESTMENTS II LLC103 SE YELM AVE64400100300CRAIG, STEVEN J102 YELM AVE E64400600900CRAIG, STEVEN J104 YELM AVE E64400600800CAMPBELL, JAMES M& MELYNDA106 YELM AVE E64400600701COLLINS, LEON D108 YELM AVE E64400600700COWLES, WILLIAM R112 YELM AVE E64400600500COWLES, WILLIAM R112 YELM AVE E64400600500EX TREE(TYP)EX FENCE(TYP)PATCH PAVEMENTIN PREVIOUSLYLANDSCAPED AREAPATCH PAVEMENTIN PREVIOUSLYLANDSCAPED AREAT1TESC PLAN NOTES:INSTALL BMP C220: INLET PROTECTION (CATCH BASIN FILTER) PERDETAIL, THIS SHEETDEMOLITION NOTES:D1EX PARKING STALLS, WHEEL STOPS, PARKING STRIPS & PLANTERSTO BE REMOVED FOR FUTURE DRIVE-THRU & PARKING LOTEX TREE TO BE REMOVEDEX ASPHALT TO BE REMOVED FOR 6" CONCRETE PAD FOR TRASHENCLOSURE CONSTRUCTION. SEE NOTE TO CONTRACTOR 1D2D3T1D1D3D2TYPNOTE TO CONTRACTOR:1. A BMP C154: CONCRETE WASHOUT AREA SHOULD BE DESIGNATED& APPROVED BY THE CITY STORMWATER INSPECTOR BEFORE ANYCONCRETE PLACEMENT.1'-4"5 1/2"6"7 1/2"1"R1
/
2
"RFACE OF CURBPROJECT BOUNDARY(TYP)0020204010SCALE 1" = 20'NCEMENT CONCRETE BARRIER CURBNOTES: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 it will 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 the collected material. Perform maintenance in accordance with Standard Specification 8-01.3(15).BELOW INLET GRATE DEVICEISOMETRIC VIEWSECTION VIEWSTORM DRAIN INLET PROTECTION
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SD9/27/23 AF
FIRST ST SE (QUINBY)
1:20 SECTION 19 TOWNSHIP 17 RANGE 2EADJACENTPROPERTY LINE(TYP)DATE:DESCRIPTION:REV:
PROJECT NAME:
DRAWN:DATE:CHECKED:SCALE:
FULLER DESIGNS
1111 KRESKY AVE, SUITE 100
CENTRALIA, WA 98531
(360) 807-4420
DRAWING TITLE:OF0 9/27/23ISSUED FOR CONSTRUCTION EX ROW(TYP)PROJECTBOUNDARY(TYP)LESH INVESTMENTS LLC202 FIRST ST S64420400100EX BUILDING(TYP)YCOM NETWORKS INC105 2ND ST NE64400500700KODIAKS LEGACY LLC113 YELM AVE SE64400500500KODIAKS LEGACY LLC113 YELM AVE SE64400500500CARPENTER, JOHN P109 YELM AVE E64400500401HATHAWAY, WAYNE H107 YELM AVE E64400500300RICHARDSON, JENNIE L105 YELM AVE E64400500301TT UNLIMITED LLC109 WASHINGTON AVE SE64420400600PETERSON, TIMOTHY M &DEBRA D111 WASHINGTON AVE SE64420400600TIMBERLAND SAVINGS BANK101 SE YELM AVE64400200100TIMBERLAND SAVINGS BANK101 SE YELM AVE64400200300EARSLEYINVESTMENTS II LLC103 SE YELM AVE64400100300CRAIG, STEVEN J102 YELM AVE E64400600900CRAIG, STEVEN J104 YELM AVE E64400600800CAMPBELL, JAMES M& MELYNDA106 YELM AVE E64400600701COLLINS, LEON D108 YELM AVE E64400600700COWLES, WILLIAM R112 YELM AVE E64400600500EX TREE(TYP)EX FENCE(TYP)16'12'18'18'16'18'8.5'(TYP)9'(TYP)WALKWAY TO REMAIN OPEN.ADD SIGN TO WARN BOTHCARS & PEDESTRIANSH1HORIZONTAL CONTROL NOTES:INSTALL 8.5'X18' PARKING STALL & WHEEL STOP, SEE DETAIL THISSHEET (TYP OF 22)INSTALL 9'X18' PARKING STALL & WHEEL STOP, SEE DETAIL THISSHEET (TYP OF 8)INSTALL PLANTER BOX (TYP OF 6)INSTALL CURBED DIVIDERINSTALL DRIVE-THRU. SEE BUILDING DESIGN BY OTHERSINSTALL DRIVE-THRU SIGN, STA: 1+00.05, OFFSET 46.9' LINSTALL NO ENTRY SIGN, STA: 1+01.05, OFFSET: 15.85' RINSTALL NO LEFT TURN SIGN, STA: 2+17.70, OFFSET 16' LINSTALL NO RIGHT TURN SIGN, STA: 2+10.48, OFFSET 47.1' LINSTALL 8'X20' TRASH ENCLOSURE. TRASH ENCLOSURES SHALL BECONSTRUCTED OF CMU, WOOD OR ARCHITECTURAL STEEL. GATESSHALL BE OF SIMILAR DURABLE MATERIALS AND BE CAPABLE OFBEING SECURED WHEN SHUT AND AT AN ANGLE OF 135 DEGREESWHEN OPEN. ENCLOSURE WALL SHALL SIT ON A 6" CONCRETESLAB. THE SLAB SHALL BE GRADED TO PREVENT LIQUIDS FROMENTERING THE CITY S.T.E.P. SEWER SYSTEM OR ON-SITESTORMWATER. THE SLAB SHALL EXTEND 4' BEYOND THE GATE(S).SEE DETAIL, THIS SHEETPAINT DRIVE-THRU MARKINGS AS SHOWNPAINT WHITE STRIP ON THE GROUNDPAINT ONE-WAY ROAD ARROW ON THE GROUNDSTRIPE AREA WITH WHITE PAINT TO ALERT PEOPLE IN THEDRIVE-THRU OF POTENTIAL PEDESTRIANSH2H3H4H5H58.5'(TYP)TYPH2H4H6H7H8H6H9H10H11H12H13H9H13H10WHEELSTOPS4"WX6"H WHEEL STOPS WITH 1" BEVELTOP CUTS, SHALL BE MADE FROMRECYCLED MATERIALS (PLASTICWOOD),SECURED TO SLAB W/ 1/2" DIA. ANCHORBOLTS @ 36" O.C. MIN. (TYP.)8'X8'X20' REINFORCED CONCRETE BLOCK,OR CONCRETE TILT-UP CONSTRUCTIONACCEPTABLE WITH APPROVED DRAWINGSSEE FOOTING DETAIL BELOWDOUBLE SWING METAL GATES (TYP. OF 2)SEE ELEVATION BELOWSLEEVE (TYP. 6 PLACES)SEE DETAIL BELOW20'1' TYP1' TYP8"8"8'
12" CLEAR 8"
4"
4'CONCRETE SLAB 6" THICKNOTES:1.ALL METAL TO RECEIVE ONE COAT OF ZINC CHROMATE PRIMER AND TWO COATS OF MEDIUM ALKYD PAINT.2.DECORATIVE EXTERIOR FINISH TO BE COMPATIBLE WITH BUILDING3.STRUCTURAL DESIGN TO WITHSTAND 90 MPH MIN. WIND LOAD4.SOLID ROOF TO MEET ARCHITECTURAL AND STRUCTURAL DESIGN CRITERIA FROM PLANNING AND BUILDING DEPARTMENTS.PLAN VIEWSTEEL TUBE FRAME W/ CROSSBRACING ON INTERIOR22 GA. METAL DECORATIVE PANELSSTEEL CANE BOLT W/ SLEEVE, LOCATED ONOUTSIDE OF ONE GATE (TYP. EACH SIDE)FINISH SURFACEROOF INFOSEE NOTE 4HEAVY DUTY SLIDE BOLTS(TYP. EACH SIDE)STEEL COLUMN FOOTINGCONTINUOUSSTEEL FRAME4"X4" STEEL COLUMNFILL W/ GROUT (TYP.)6"
36"
3"12"WELDOR BOLTHINGE DETAILSLEEVE DETAILWALL FOOTING DETAIL2"SLEEVE3" TYP6'1'
6"WHEELSTOP#4 REBAR @ 24" O.C.GROUT CELL SOLID(TYP.)3-#4 REBARHORIZONTALSMOOTHFINISH CAP2'
3" CLEAR
6'3-HEAVY DUTY STEEL HINGES(TYP. EACH SIDE)SEE DETAIL BELOWELEVATIONTRASH ENCLOSUREPARKING STALL & WHEEL STOP DETAIL4'PROPERLINECOMPACT412568971011202119161817121413153EPSTA: 2+19.47N: 1099270.58E: 2141616.66TYPH1TYPH3H8H12H13POBSTA: 1+00.00N: 1099179.68E: 2141539.15H70020204010SCALE 1" = 20'ADJACENTPROPERTY LINE(TYP)YCOM NETWORKS INC105 2ND ST NE64400500600NH14H11H11H14POWER POLE &LIGHT TO REMAIN
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44C3.1UTILITY PLAN & DETAILS
SD9/27/23 AF
FIRST ST SE (QUINBY)
1:20 SECTION 19 TOWNSHIP 17 RANGE 2E0020204010SCALE 1" = 20'ADJACENTPROPERTY LINE(TYP)DATE:DESCRIPTION:REV:
PROJECT NAME:
DRAWN:DATE:CHECKED:SCALE:
FULLER DESIGNS
1111 KRESKY AVE, SUITE 100
CENTRALIA, WA 98531
(360) 807-4420
DRAWING TITLE:OF0 9/27/23ISSUED FOR CONSTRUCTION EX ROW(TYP)PROJECTBOUNDARY(TYP)YCOM NETWORKS INC105 2ND ST NE64400500600LESH INVESTMENTS LLC202 FIRST ST S64420400100EX BUILDING(TYP)NYCOM NETWORKS INC105 2ND ST NE64400500700KODIAKS LEGACY LLC113 YELM AVE SE64400500500KODIAKS LEGACY LLC113 YELM AVE SE64400500500CARPENTER, JOHN P109 YELM AVE E64400500401HATHAWAY, WAYNE H107 YELM AVE E64400500300RICHARDSON, JENNIE L105 YELM AVE E64400500301TT UNLIMITED LLC109 WASHINGTON AVE SE64420400600PETERSON, TIMOTHY M &DEBRA D111 WASHINGTON AVE SE64420400600TIMBERLAND SAVINGS BANK101 SE YELM AVE64400200100TIMBERLAND SAVINGS BANK101 SE YELM AVE64400200300EARSLEYINVESTMENTS II LLC103 SE YELM AVE64400100300CRAIG, STEVEN J102 YELM AVE E64400600900CRAIG, STEVEN J104 YELM AVE E64400600800CAMPBELL, JAMES M& MELYNDA106 YELM AVE E64400600701COLLINS, LEON D108 YELM AVE E64400600700COWLES, WILLIAM R112 YELM AVE E64400600500EX TREE(TYP)EX FENCE(TYP)WATER NOTES:W1CONTRACTOR TO LOCATE EX WATER METER & RPBA & ENSURECOMPLIANCE WITH DETAILS 4-3 & 4-17, THIS SHEETRPBA MAY BE LOCATED INTERIOR OF THE BUILDINGSEE NOTE TO CONTRACTOR 1SANITARY SEWER NOTES:S1CONTRACTOR TO COORDINATE FOR CITY VERIFICATION THAT EXUNDERSINK INTERCEPTOR KEEPS FOG & FOOD DEBRIS OUT OF THESTEP TANK & IS PROPERLY INSTALLED, CLEANED & MAINTAINEDNOTE TO CONTRACTOR:1. PUBLIC WORKS SHALL GET THE CERTIFICATE FOR TESTING OF ANYBACKFLOW PREVENTION DEVICE BEFORE RELEASING THE CERTIFICATEOF OCCUPANCY ON ANY BUILDING. TEST MAY BE PERFORMED BY ANYPERSON CERTIFIED BY THE WASHINGTON STATE BOARD OF HEALTH.W1S1