JW301 Final Plans 22x34FILE NAME:Z:\P\JW301\CAD\Sheets\JW301 Final Plans.dwg DATE/TIME:11/4/2022 11:39:05 AM
COVER SEC19, TWN17, R2E WM
THURSTON CO TPN 75300900100
313 YELM AVE W
YELM, 98597
JENNIFER WENTWORTH
COMMERCIAL DEVELOPMENT
NDTRCB11-04-2022JW301NDTC118123456789101112131415ABCDEFGHIJ3 6 0 -8 9 0 -8 9 5 5 | 2 9 9 N M a r k e t B l v d , C h e h a l i s , W A 9 8 5 3 2DESIGNED BY:DRAWN BY:DATE:PROJ. NO:OFREVIEWED BY:Know what's BELOWCall 811 before you dig.NICH
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4-2022 VICINITY MAPNTSSITE DATAPARCEL #:75300900100SITE ADDRESS: 313 YELM AVE WYELM, WA 98597GROSS ACREAGE: 0.28 AC (PER COUNTY DATA)ZONING:CBDPROPOSED USE: SERVICE ORIENTEDPRESIDING JURISDICTION:YELM, WASITEEXISTING HARD SURFACE: 7,253 SFEXISTING HARD SURFACE TO REMAIN: 2,347 SFREPLACED HARD SURFACE:3,523 SFCONVERTED IMPERVIOUS TO PERVIOUS: 493 SFNEW HARD SURFACE:1,261 SFTOTAL NEW & REPLACED HARD SURFACE:4,784 SFDISTURBED AREA:14,562 SFSITE COVERAGE DATA1.IT IS THE CONTRACTOR’S RESPONSIBILITY TO COMPLETE ALL WORKAND TO DISPOSE OF ALL DEMOLITION DEBRIS IN ACCORDANCE WITH ALLFEDERAL, STATE, AND LOCAL REGULATIONS. PRIOR TO ANY WORKCONTRACTOR SHALL COMPLETE ALL TESTING FOR HAZARDOUSMATERIALS AND SHALL ABATE ALL HAZARDOUS MATERIALS INACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS.2. CONTRACTOR SHALL OBTAIN AND FULFILL THE REQUIREMENTS OF ANYPERMITS REQUIRED FOR ANY PROPOSED DEMOLITION ACTIVITY.3. CONTRACTOR SHALL COORDINATE WITH AND RECEIVE APPROVAL FROMANY PUBLIC OR PRIVATE UTILITIES AS REQUIRED FOR ABANDONMENTOF UTILITY SERVICES. CONTRACTOR SHALL APPLY FOR ANDCOORDINATE ANY WORK THAT MUST BE COMPLETED BY THE UTILITYPURVEYOR. CONTRACTOR SHALL ENSURE THAT ALL UTILITIES TO BEMODIFIED OR REMOVED ARE SHUT OFF PRIOR TO DEMOLITION ORCONSTRUCTION ACTIVITY.4. PRIOR TO ANY DEMOLITION OR REMOVAL/MODIFICATION OF EXISTINGUNDERGROUND UTILITY SERVICES, CONTRACTOR SHALL PERFORMBOTH A PRIVATE AND PUBLIC UTILITY LOCATE TO IDENTIFY THEHORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTINGUNDERGROUND UTILITIES.5. CONTRACTOR IS RESPONSIBLE FOR PROTECTION AND PRESERVATIONOF ANY EXISTING FEATURES TO REMAIN.6. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF ALLEXISTING FEATURES THAT CONFLICT WITH PROPOSED FEATURES.7. APPROVAL OF THIS SWPPP DOES NOT CONSTITUTE AN APPROVAL OFPERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OFROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES,UTILITIES, ETC.)8. THE IMPLEMENTATION OF THIS SWPPP AND THE CONSTRUCTION,MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESCFACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTORUNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED ANDVEGETATION/LANDSCAPING IS ESTABLISHED.9. DURING THE CONSTRUCTION PERIOD, NO UNAUTHORIZED DISTURBANCEBEYOND THE PROPERTY BOUNDARY SHALL BE PERMITTED.10.THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED INCONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND INSUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADENWATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, ORVIOLATE APPLICABLE WATER STANDARDS.11.THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUMREQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THECONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADEDAS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THATSEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE.12.THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THEAPPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURETHEIR CONTINUED FUNCTIONING.13.THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED ANDMAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURSFOLLOWING A MAJOR STORM EVENT.14.AT NO TIME SHALL MORE THAN 1 FOOT OF SEDIMENT BE ALLOWED TOACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS ANDCONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THECLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTOTHE DOWNSTREAM SYSTEM.15.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THEBEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OFTHE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURETHAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THEPROJECT.1. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR BEINGFAMILIAR WITH THE PROVISIONS AND REQUIREMENTS CONTAINED INJURISDICTIONAL STANDARD SPECIFICATIONS. THE CONTRACTORSHALL HAVE A COPY AVAILABLE AT THE JOB SITE AT ALL TIMES.2. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENTAT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF WORK.3. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITYCOMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF WORKADJACENT TO EXISTING UTILITY LINES UNLESS AN ENCROACHMENTPERMIT SPECIFIES OTHERWISE.4. THE CONTRACTOR SHALL PROVIDE EMERGENCY TELEPHONENUMBERS TO THE POLICE, FIRE, AND PUBLIC WORKS DEPARTMENTSAND KEEP THEM INFORMED DAILY REGARDING STREETS UNDERCONSTRUCTION AND DETOURS. DETOURS SHALL NOT BE PERMITTEDUNLESS APPROVED IN WRITING BY THE PUBLIC WORKS DIRECTOR.5. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SUFFICIENTBARRICADES TO PROVIDE FOR THE SAFETY OF THE GENERAL PUBLICTO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR.6. ALL MATERIALS SHALL BE FURNISHED AND INSTALLED BY THECONTRACTOR UNLESS OTHERWISE NOTED.7. THE CONTRACTOR SHALL CONFORM TO EXISTING STREETS,SURROUNDING LANDSCAPE AND OTHER IMPROVEMENTS WITH ASMOOTH TRANSITION IN PAVING, CURBS, GUTTERS, SIDEWALKS,GRADING, ETC., AND AVOID ANY ABRUPT OR APPARENT CHANGES INGRADES OR CROSS SLOPES, LOW SPOTS OR HAZARDOUSCONDITIONS.8. THE CONTRACTOR SHALL COORDINATE ALL NECESSARY UTILITYRELOCATIONS, IF REQUIRED, WITH THE APPROPRIATE UTILITYCOMPANIES.9. THE CONTRACTOR SHALL CONDUCT ALL GRADING OPERATIONS INSUCH A MANNER AS TO PRECLUDE WIND BLOWN DIRT AND DUSTAND RELATED DAMAGE TO NEIGHBORING PROPERTIES. SUFFICIENTWATERING TO CONTROL DUST IS REQUIRED AT ALL TIMES. THECONTRACTOR SHALL ASSUME ALL LIABILITY FOR CLAIMS RELATEDTO WIND BLOWN MATERIAL. IF THE DUST CONTROL IS INADEQUATEAS DETERMINED BY THE PUBLIC WORKS DIRECTOR OR HISDESIGNATED REPRESENTATIVE, THE CONSTRUCTION WORK SHALLBE TERMINATED UNTIL SUCH CORRECTIVE MEASURES ARE TAKEN.10.THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCIES ANDDEPARTMENTS FOR ALL REQUIRED INSPECTIONS PRIOR TO PLACINGANY UTILITIES INTO SERVICE.11.THE DESIGN SHOWN IS BASED UPON THE ENGINEER'SUNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOESNOT REPRESENT A DETAILED FIELD SURVEY.12.CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR ISSPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTINGUTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OFTHE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TOBE RELIED ON AS BEING EXACT OR COMPLETE, THE CONTRACTORMUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELDLOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICHCONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESEPLANS.13.ALL DETAILS PROVIDED IN THESE PLANS SHALL BE APPLIED TO ALLAPPLICABLE PROPOSED CONSTRUCTION, REGARDLESS OFWHETHER OR NOT SPECIFIC REFERENCES TO APPLICABLE DETAILSARE MADE.14.POST CONSTRUCTION SOIL QUALITY AND DEPTH BMP DETAIL 3/C1SHALL BE APPLIED TO ALL DISTURBED PERVIOUS AREAS.15.DO NOT COMPACT THE BOTTOM OF THE INFILTRATION GALLERYDURING EXCAVATIONEROSION CONTROL NOTESTHE WORK ON THIS PROJECT SHALL BE PERFORMED INACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD,BRIDGE AND MUNICIPAL CONSTRUCTION, 2022 WASHINGTON STATEDEPARTMENT OF TRANSPORTATION (WSDOT) (HEREAFTER"STANDARD SPECIFICATIONS")ALSO INCORPORATED INTO THESE CONTRACT DOCUMENTS BYREFERENCE ARE:A. MANUAL ON UNIFORM TRAFFlC CONTROL DEVICES (MUTCD)B. CITY OF YELM DESIGN GUIDELINESC. THE INTERNATIONAL BUILDING CODE (IBC)CURRENT EDITlONS OF THESE STANDARDS SHALL BE USED WHICHEXIST ON THE DATE OF CONTRACT ACCEPTANCE.CONTRACTOR SHALL OBTAIN COPIES OF THESE PUBLICATIONS 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 AND TO OBTAIN ACCEPTANCE BY THE CITY AND THEPROJECT OWNER.THE INTENT OF THESE DRAWINGS IS TO PRESCRIBE A COMPLETEWORK. OMISSIONS FROM THE DRAWINGS OF DETAILS OF WORK WHICHARE NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS SHALLNOT RELIEVE THE CONTRACTOR FROM PERFORMING THE OMITTEDWORK.ANY PROPOSED ALTERATIONS BY THE CONTRACTOR AFFECTING THEREQUIREMENTS AND INFORMATION IN THESE DRAWINGS SHALL BE INWRITING AND WILL REQUIRE APPROVAL OF THE ENGINEER ANDINSPECTOR.PROJECT SPECIFICATIONSCONTRACTOR SHALL OBTAIN A RIGHT OF WAY PERMIT PRIOR TOCOMMENCING ANY WORK LOCATED IN THE CITY'S RIGHTOF WAY. ALL WORK PERFORMED IN THE CITY'S RIGHT OF WAYSHALL ADHERE TO DRAWINGS, STANDARD SPECIFICATIONS, ANDREQUIREMENTS OUTLINED IN THE RIGHT OF WAY PERMIT.WORK IN CITY RIGHT OF WAYTHE IRIS GROUP IS REQUIRED BY THE CITY TO PROVIDE RECORDDRAWING CERTIFICATION PRIOR TO FINAL CITY ACCEPTANCE. THE IRISGROUP WILL NOT CERTIFY RECORD DRAWINGS WITHOUT INSPECTIONOF BELOW GRADE UTILITIES AND STRUCTURES. PRIOR TOBACKFILLING, CONTRACTOR SHALL NOTIFY THE IRIS GROUP OFNECESSARY INSPECTIONS.RECORD DRAWINGSIF 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 MATERIALS.UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE ANDHAULED TO A WASTE SITE OBTAINED BY THE CONTRACTOR. PRIOR TOREMOVAL, CONTRACTOR SHALL NOTIFY PROJECT OWNER.REMOVAL OF UNSUITABLE MATERIALSA GEOTECHNICAL REPORT IS BEING PREPARED FOR THIS PROJECT.GEOTECHNICAL INFORMATIONNAD 1983(2011) SOUTH ZONE; PER RTK GPS TIES AND THE WASHINGTONSTATE REFERENCE NETWORK (WSRN). UNITS OF MEASUREMENT AREU.S. SURVEY FEET.HORIZONTAL DATUMTOPOGRAPHIC INFORMATION DEPICTED IN THESE DRAWINGS WASPROVIDED IN A SURVEY BY INFORMED LAND SURVEY, DATED10/25/22. ALL EXISTING FEATURES AND TOPOGRAPHY SHOWNSHALL BE VERIFIED PRIOR TO BEGINNING CONSTRUCTION. ANY ANDALL DISCREPANCIES FOUND BETWEEN ACTUAL EXISTINGCONDITIONS AND THE EXISTING CONDITIONS SHOWN HERE SHALLBE IDENTIFIED TO THE PROJECT ENGINEER PRIOR TO CONTINUANCEOF ANY WORK.TOPOGRAPHIC DATACONSTRUCTION NOTES1 - C1 COVER2 - C2 SITE PLAN3 - C3 DEMOLITION AND TESC PLAN4 - C4 STORMWATER AND UTILITY PLAN5 - C5 GRADING PLAN6 - C6 DETAILS 17 - C7 DETAILS 28 - C8 DETAILS 3SHEET INDEXWENTWORTH COMMERCIALDEVELOPMENTYELM, WA1. THE CONTRACTOR SHALL OBTAIN ALL APPROVALS AND PERMITSREQUIRED BY THE CITY OF YELM (CITY) PRIOR TO THE START OFCONSTRUCTION. A GRADING PERMIT FOR STORM PONDCONSTRUCTION MAY BE REQUIRED.2. STORM DRAIN PIPE SHALL BE ON THE WSDOT QUALIFIEDPRODUCTS LIST FOR THE SPECIFICATION LISTED BELOW:A. PLAIN CONCRETE STORM SEWER PIPE OR REINFORCEDCONCRETE STORM SEWER PIPE PER WSDOT STANDARDSPECIFICATION 9-05.7.B. SOLID WALL PVC STORM SEWER PIPE PER WSDOT STANDARDSPECIFICATION 9- 05.12(1).C. DUCTILE IRON SEWER PIPE PER WSDOT STANDARDSPECIFICATION 9-05.13.D. HANCOR BLUE SEAL ™ AND ADVANCED DRAINAGE SYSTEMS(ADS/HANCOR) N-12 HDPE AND (ADS/HANCOR) SANITITE UP TO36" IN DIAMETER PER WSDOT STANDARD SPECIFICATIONS9-05.20 AND 9-05.24.E. CONTECH DUROMAXX STEEL RIB REINFORCED POLYETHYLENEPIPE, IN DIAMETERS FROM 24 INCH TO 60 INCH PER WSDOTSTANDARD SPECIFICATION 9-05.22.3. ALL STORM DRAINAGE SYSTEMS SHALL BE AIR TESTED AT 4 PSIEXCEPT CONCRETE PIPE, WHICH SHALL BE TESTED PERWSDOT/APWA STANDARD FOR CONCRETE STORM PIPE. ALLFLEXIBLE PIPE SHALL BE MANDREL TESTED PER WSDOT/APWASTANDARDS. TESTING SHALL BE DONE BY THE CONTRACTOR.4. TESTING OF THE STORM SEWER SHALL INCLUDE VIDEOTAPING OFTHE MAIN BY THE CONTRACTOR. IMMEDIATELY PRIOR TOVIDEOTAPING, ENOUGH WATER SHALL BE RUN DOWN THE LINESO IT COMES OUT THE LOWER CATCH BASIN. A COPY OF THEVIDEO TAPE SHALL BE SUBMITTED TO THE CITY. ACCEPTANCE OFTHE LINE WILL NOT BE MADE UNTIL AFTER THE TAPE HAS BEENREVIEWED AND APPROVED BY THE CITY. TESTING SHALL TAKEPLACE AFTER ALL UNDERGROUND UTILITIES ARE INSTALLED ANDCOMPACTION OF THE ROADWAY SUBGRADE IS COMPLETE.5. SPECIAL STRUCTURES, OIL/WATER SEPARATORS AND OUTLETCONTROLS SHALL BE INSTALLED PER PLANS ANDMANUFACTURERS' RECOMMENDATIONS. WHERE OIL/WATERSEPARATORS ARE CONNECTED TO A SEWER SYSTEM, THEYSHALL BE INSTALLED WITH A P-TRAP OR CHECK VALVE TOPREVENT ODORS.6. ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCEWITH MINIMUM REQUIREMENT 2 OF THE LATEST EDITION OF THEDEPARTMENT OF ECOLOGY STORMWATER MANAGEMENTMANUAL FOR WESTERN WASHINGTON (SWMMWW). FOR SITESWHERE VEGETATION HAS BEEN PLANTED THROUGH HYDROSEEDING, THE FINANCIAL GUARANTEE WILL NOT BE RELEASEDUNTIL THE VEGETATION HAS BEEN THOROUGHLY ESTABLISHED.7. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION", THECONTRACTOR SHALL EXPOSE SUCH CONNECTION POINTS ANDFITTINGS 48 HOURS PRIOR TO DISTRIBUTING SHUTDOWNNOTICES.8. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED ANDAPPROVED BY THE PROJECT ENGINEER AND THE CITY'S CIVILREVIEW ENGINEER.9. ALL STORM PIPE SHALL BE A MINIMUM OF 12-INCH DIAMETER FORMAINS AND CROSSINGS. WHEN PRIVATE STORMWATER (I.E. ROOF,LOT OR FOOTING DRAINS) CANNOT BE INFILTRATED ONINDIVIDUAL LOTS, THE MINIMUM STANDARD PIPING CONNECTIONTO THE PUBLIC SYSTEM SHALL BE 8-INCH PVC. THE 8-INCH MAINUSED FOR CONNECTION SHALL BEGIN AT THE RIGHT-OF-WAY,AND THE CONNECTION TO THE CATCH BASIN OR MANHOLESHALL BE CORED AND GROUTED.10. ALL STORM MAINS AND RETENTION/DETENTION AREAS SHALL BESTAKED FOR GRADE AND ALIGNMENT BY AN ENGINEERING ORSURVEY FIRM LICENSED TO PERFORM SUCH WORK.11. THE MINIMUM STAKING OF STORM SEWER SYSTEMS SHALL BE INACCORDANCE WITH SECTION 3.00.050 OF THESE STANDARDS,AND AS FOLLOWS:A. STAKE LOCATION OF ALL CATCH BASINS, MANHOLES ANDOTHER FIXTURES FOR GRADE AND ALIGNMENT.B. STAKE LOCATION, SIZE, AND DEPTH OF RETENTION/DETENTIONFACILITY.C. STAKE FINISHED GRADE OF ALL STORMWATER FEATURES,INCLUDING BUT NOT LIMITED TO CATCH BASIN/MANHOLE RIMELEVATIONS, OVERFLOW STRUCTURES, WEIRS, AND INVERTELEVATIONS OF ALL PIPES IN CATCH BASINS, MANHOLES, ANDPIPES THAT DAYLIGHT.12. PIPE MATERIALS USED FOR STORMWATER CONVEYANCE SHALLBE AS APPROVED BY THE CITY. PIPE SIZE, SLOPE, COVER, ETC.,SHALL BE AS SPECIFIED IN THE CITY OF YELM DEVELOPMENTGUIDELINES AND ENGINEERING STANDARDS.13. ALL DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TOPROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THEDRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALLHAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE.14. IF DRAINAGE OUTLETS (STUB-OUTS) ARE TO BE PROVIDED FOREACH INDIVIDUAL LOT, THE STUB OUTS SHALL CONFORM TO THEFOLLOWING:A. EACH OUTLET SHALL BE LOCATED AT THE LOWEST ELEVATIONON THE LOT, TO SERVICE ALL FUTURE ROOF DOWNSPOUTS ANDFOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHERSURFACE OR SUBSURFACE. EACH OUTLET SHALL HAVEFREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALLLOCATION.B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A 5-FOOTHIGH, 2"X 4" STAKE MARKED "STORM" OR "DRAIN." THE STUB-OUTSHALL VISIBLY EXTEND ABOVE SURFACE LEVEL AND BE SECUREDTO THE STAKE.C. PIPE MATERIAL SHALL BE AS APPROVED BY THE CITY.D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGESYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUALLOTS.E. THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FORCOORDINATING THE LOCATIONS OF ALL STUB-OUT CONVEYANCELINES WITH RESPECT TO THE UTILITIES (E.G., POWER, GAS,TELEPHONE, TELEVISION).F. ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED ANDMAINTAINED BY THE LOT HOMEOWNER.15. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTEDACCORDING TO APPROVED PLANS ON FILE WITH THE CITY. ANYMATERIAL DEVIATION FROM THE APPROVED PLANS WILLREQUIRE WRITTEN APPROVAL FROM THE CITY.16. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED ORSIMILARLY STABILIZED TO THE SATISFACTION OF THE CITY. FORSITES WHERE GRASS HAS BEEN PLANTED THROUGH HYDROSEEDING, THE PERFORMANCE BOND WILL NOT BE RELEASEDUNTIL THE GRASS HAS BEEN THOROUGHLY ESTABLISHED, UNLESSOTHERWISE APPROVED BY THE CITY.17. ALL BUILDING DOWNSPOUTS ON COMMERCIAL SITES SHALL BECONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESSOTHERWISE APPROVED BY THE CITY.18. ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BEREGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTORDURING THE CONSTRUCTION PHASE OF THE DEVELOPMENTPROJECT.19. NO FINAL CUT OR FILL SLOPE SHALL EXCEED TWO (2)HORIZONTAL TO ONE (1) VERTICAL WITHOUT STABILIZATION BYROCKERY OR BY A STRUCTURAL RETAINING WALL.20. THE PROJECT ENGINEER SHALL VERIFY THE LOCATIONS, WIDTHS,THICKNESSES, AND ELEVATIONS OF ALL EXISTING PAVEMENTSAND STRUCTURES, INCLUDING UTILITIES AND OTHER FRONTAGEIMPROVEMENTS, THAT ARE TO INTERFACE WITH NEW WORK,AND PROVIDE ALL TRIMMING, CUTTING, SAW CUTTING, GRADING,LEVELING, SLOPING, COATING, AND OTHER WORK, INCLUDINGMATERIALS NECESSARY TO CAUSE THE INTERFACE WITHEXISTING WORKS TO BE PROPER, WITHOUT CONFLICT,ACCEPTABLE TO THE PROJECT ENGINEER AND THE CITY'S CIVILREVIEW ENGINEER, COMPLETE IN PLACE, AND READY TO USE.21. COMPACTION OF ALL FILL AREAS SHALL BE PER CURRENT APWASPECIFICATIONS. FILL SHALL BE PROVIDED IN 6" MAXIMUM LIFTSAND SHALL BE COMPACTED TO 95 PERCENT OF ITS MAXIMUMRELATIVE DENSITY.STORMWATER GENERAL NOTES (CITY)NAVD 88 PER RTK GPS TIES AND THE WASHINGTON STATE REFERENCENETWORK (WSRN). UNITS OF MEASUREMENT ARE U.S. SURVEY FEET.VERTICAL DATUMLOTS 1 AND 2 IN BLOCK 9 OF SOLBERG'S FIRST ADDITION TO YELM, ASRECORDED IN VOLUME 9 OF PLATS, PAGE 31; IN THURSTON COUNTY,WASHINGTON.LEGAL DESCRIPTION
PMTPMT0.2'0.6'5.6'6.4'FILE NAME:Z:\P\JW301\CAD\Sheets\JW301 Final Plans.dwg DATE/TIME:11/4/2022 11:39:05 AM
SITE PLAN SEC19, TWN17, R2E WM
THURSTON CO TPN 75300900100
313 YELM AVE W
YELM, 98597
JENNIFER WENTWORTH
COMMERCIAL DEVELOPMENT
NDTRCB11-04-2022JW301NDTC228123456789101112131415ABCDEFGHIJ3 6 0 -8 9 0 -8 9 5 5 | 2 9 9 N M a r k e t B l v d , C h e h a l i s , W A 9 8 5 3 2DESIGNED BY:DRAWN BY:DATE:PROJ. NO:OFREVIEWED BY:Know what's BELOWCall 811 before you dig.NICH
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4-2022 9' TYP20' TYP23'
11.1'9'
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8'
8'8'8'8'6'5'
9'8.8'24'24.3'KEY NOTES1.PROPOSED ASPHALT CEMENT CONCRETE PER PAVEMENT NOTES2.PROPOSED REVEGETATION TO LAWN. REMOVE GRAVEL. SCARIFYSUBGRADE TO 4" DEPTH, AND APPLY THE POST CONSTRUCTION SOILQUALITY AND DEPTH DETAIL 2/C63.PROPOSED PORTLAND CEMENT CONCRETE PAVEMENT PERPAVEMENT NOTES. SIDEWALKS SHALL BE PER DETAIL 1/C6.4.PROPOSED MONUMENT SIGN TO BE REPLACED UNDER SEPARATEPERMIT (42 SF EACH SIDE)5.NOT USED6.PROPOSED ADA STALL AND SIGN PER DETAILS 3,4/C67.PROPOSED PARKING STALL MARKING. 4" DOUBLE-COATED WHITELINES. (TYP)8.PROPOSED 45-DEGREE DIAGONAL 4" DOUBLE-COATED WHITE LINESAT 24" ON CENTER9.PROPOSED PARKING LOT LANDSCAPING PER SEPARATE LANDSCAPEPLANS. 309 SF10.PROPOSED WOOD ADA RAMP. ASSUMED 30" RISE OVER 30' RUN. SEESEPARATE BUILDING PLANS.11.PROPOSED DECK REPLACEMENT. SEE SEPARATE BUILDING PLANS.12.PROPOSED STAIRS. SEE SEPARATE BUILDING PLANS.13.PROPOSED PERIMETER LANDSCAPING. SEE SEPARATE LANDSCAPINGPLANS.14.EXISTING ASPHALT PAVEMENT TO REMAIN.#PAVEMENT NOTESASPHALT CEMENT CONCRETE (ACC) PAVEMENT SECTION SHALL BE 12" OFCOMPACTED SUBGRADE UNDER 8" OF CRUSHED SURFACING BASE COURSE(CSBC) UNDER 2" OF CRUSHED SURFACING TOP COURSE (CSTC) UNDER 2" OFACC.PORTLAND CEMENT CONCRETE (PCC) SECTION FOR SIDEWALKS SHALL BE 6"OF COMPACTED SUBGRADE UNDER 6" OF CSBC UNDER 4" OF PCCSW RICE ST
YELM AVE SEALLEY1122334SCALE IN FEET201006789101112131313144'EXISTINGBUILDINGCHANGING TOSERVICE-ORIENTEDUSE(1 STORY)(483 SF)EXISTINGSERVICE-ORIENTEDBUILDINGTO BE IMPROVED(2 STORIES)(990 SF)
WWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W WCO
COPMTPMTCONC WALKEXISTINGBUILDINGEXISTINGGARAGECONC WALKGRAVELGRAVELGRAVELASPHALTDRIVECONCCONCBLOCKWALLCONCBLOCKWALLEXISTINGBUILDINGEDGE OF ASPHALTCURBEDGE OF ASPHALTEDGE OF ASPHALT
EDGE OF ASPHALTEDGE OF ASPHALTROOF PEAKEL==372.18'F.F.E.=353.29'EXISTINGSHED0.2'0.6'5.6'6.4'SS351
3523513503503513
5
2 352350350350349350
351
352349350349350349350351FILE NAME:Z:\P\JW301\CAD\Sheets\JW301 Final Plans.dwg DATE/TIME:11/4/2022 11:39:05 AM
DEMOLITION & TESC PLAN SEC19, TWN17, R2E WM
THURSTON CO TPN 75300900100
313 YELM AVE W
YELM, 98597
JENNIFER WENTWORTH
COMMERCIAL DEVELOPMENT
NDTRCB11-04-2022JW301NDTC338123456789101112131415ABCDEFGHIJ3 6 0 -8 9 0 -8 9 5 5 | 2 9 9 N M a r k e t B l v d , C h e h a l i s , W A 9 8 5 3 2DESIGNED BY:DRAWN BY:DATE:PROJ. NO:OFREVIEWED BY:Know what's BELOWCall 811 before you dig.NICH
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4-2022 1234567KEY NOTES1.EXISTING ACC DRIVEWAY. USE AS CONSTRUCTION ENTRANCE.2.DEMOLISH AND DISPOSE OF EXISTING PCC SIDEWALK3.DEMOLISH AND DISPOSE OF EXISTING PCC SIDEWALK4.PROTECT EXISTING PCC SIDEWALK5.DEMOLISH AND DISPOSE OF EXISTING SIGN AND ASSOCIATEDCONCRETE BLOCKS6.PROTECT EXISTING TREE TO REMAIN (TYP)7.PROPOSED FULL DEPTH SAWCUT FOR CLEAN EDGE. DISPOSE OFWASTE ACC. (TYP)8.PROPOSED LIMITS OF DISTURBANCE#SCALE IN FEET201008
WWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W WCOCO
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2 352350350350349350 351 35234935034935034935035122.1'9.9'9.1'12.2'FILE NAME:Z:\P\JW301\CAD\Sheets\JW301 Final Plans.dwg DATE/TIME:11/4/2022 11:39:05 AM
STORMWATER & UTILITY PLAN SEC19, TWN17, R2E WM
THURSTON CO TPN 75300900100
313 YELM AVE W
YELM, 98597
JENNIFER WENTWORTH
COMMERCIAL DEVELOPMENT
NDTRCB11-04-2022JW301NDTC448123456789101112131415ABCDEFGHIJ3 6 0 -8 9 0 -8 9 5 5 | 2 9 9 N M a r k e t B l v d , C h e h a l i s , W A 9 8 5 3 2DESIGNED BY:DRAWN BY:DATE:PROJ. NO:OFREVIEWED BY:Know what's BELOWCall 811 before you dig.NICH
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ASDAVIDAYLORSTAT
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1
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4-2022
SW RICE ST
YELM AVE SEALLEYKEY NOTES1.PROPOSED INFILTRATION GALLERY PER DETAILS 1-4/C72.PROPOSED PERK FILTER CONCRETE CATCH BASIN WITH SINGLE 18"CARTRIDGE PER DETAIL 1/C8. INSTALL AND MAINTAIN INLETPROTECTION UNTIL SITE IS FULLY STABILIZED.RIM: 348.5912" IE OUT: 345.593.PROPOSED 3 LF 12" SDR35 PVC STORM DRAIN AT 2% GRADE4.PROPOSED 20LF 6" SDR35 PVC STORM DRAIN AT 2% GRADE5.IE: 345.536.IE: 344.427.PROPOSED 30" RISER WITH TRAFFIC-RATED RING AND LID (TYP OF 2)8.PROPOSED ROOF DRAIN CLEANOUT PER DETAIL 2/C8 AND STORMDRAIN NOTES.9.PROPOSED ROOF DRAIN LINE PER DETAIL 2/C8 AND ROOF ANDSTORM DRAIN NOTES.10.EXISTING OVER HEAD POWER TO BE RELOCATED11.PROPOSED OVER HEAD POWER12.PROPOSED 1.25" CL200 PVC OR HDPE GRINDER PUMP LINE TO BE 18"DEEPER THAN PARALLEL OR CROSSING WATER LINE. IF THISSEPARATION CANNOT BE MET, THE GRINDER PUMP LINE AND WATERLINE SHALL BE BACKFILLED WITH CONTROLLED DENSITY FILL.13.PROPOSED 3/4" CL200 PVC WATER LINE14.PROPOSED GRINDER PUMP (DESIGN BY OTHERS)15.PROPOSED POWER POLE16.EXISTING WATER METER17.EXISTING GRAVITY SEWER CLEANOUT18.EXISTING GAS LINE. DEPTH AND MATERIAL UNKNOWN. DO NOTDAMAGE DURING CONSTRUCTION.19.EXISTING ROOF AREA (484 SF)20.EXISTING ROOF AREA (1,003 SF)#12345678912'27'1011121314151617·EXISTING HARD SURFACE: 7,253 SF·EXISTING HARD SURFACE TO REMAIN: 2,347 SF·REPLACED HARD SURFACE:3,523 SF·CONVERTED IMPERVIOUS TO PERVIOUS: 493 SF·NEW HARD SURFACE:1,261 SF·TOTAL NEW PLUS REPLACED HARD SURFACE:4,784 SF·TOTAL HARD SURFACE AFTER PROJECT:6,638 SF·NEW POLLUTION GENERATING HARD SURFACE:1,251 SF·PROPOSED EFFECTIVE HARD SURFACE:0 SF·DISTURBED AREA:14,562 SFSITE COVERAGE DATAROOF AND STORM DRAIN NOTES1.ROOF DRAIN PIPE SHALL BE SDR 35 PVC AND SHALL BE AT A MINIMUM2% GRADE TO DRAIN TO DISCHARGE LOCATION2.PIPE TRENCHING AND BACKFILL SHALL BE PER PIPE MANUFACTURERSPECIFICATIONS3.ALL PIPE SHALL BE CLEANED VIA FLUSHING PRIOR TO CONNECTION TODISCHARGE LOCATION4.DRAIN FITTINGS SHALL BE SDR 35 PVC FITTINGS5.ROOF DRAIN PIPE SHALL BE LAID STRAIGHT WITH NO SAGS OR BENDSIN PIPE. BENDS SHALL BE CONSTRUCTED WITH WATERTIGHT FITTINGS.45-DEGREE WYE CLEANOUTS SHALL BE INSTALLED UPSTREAM OF ALLBENDS AND SHALL BE PER DETAIL 2/C86.CONNECT ALL DOWNSPOUTS TO ROOF DRAINS WITH SDR 35 PVCFITTINGS PER DETAIL 2/C87.DO NOT CONNECT ROOF DRAIN PIPE TO FOOTING DRAIN PIPE18SCALE IN FEET20100125'4'1'1'12357347.53341.53WRAP ENTIRE GALLERY ON ALL SIDES WITH MIRAFI140 FILTER FABRIC. OVERLAP 1' AT SEAMS.1'1'1'1920INFILTRATION GALLERY SECTIONNOT TOSCALE1
COCOPMTPMTFG:352.39FG:351.00FG:350.02FG:350.02ME:350.02ME:349.08ME:349.07FG:349.06FG:348.92FG:348.76FG:348.84FG:350.61FG:350.52FG:350.67FG:350.58FG:350.34FG:350.43FG:350.17FG:350.15FG:348.82FG:348.99FG:349.08FG:348.59FG:351.16FG:351.06FG:350.94FG:351.03FG:351.19FG:351.28FG:351.38FG:351.60FG:351.57FG:351.93351
3523513503503513
5
2 352350350350349350
351
352349350349350349350351ME:350.66FG:349.41FG:349.43ME:349.37FG:349.41FG:349.78FG:349.82FG:349.77FG:349.73FG:349.62FG:349.96FG:349.96FILE NAME:Z:\P\JW301\CAD\Sheets\JW301 Final Plans.dwg DATE/TIME:11/4/2022 11:39:05 AM
GRADING PLAN SEC19, TWN17, R2E WM
THURSTON CO TPN 75300900100
313 YELM AVE W
YELM, 98597
JENNIFER WENTWORTH
COMMERCIAL DEVELOPMENT
NDTRCB11-04-2022JW301NDTC558123456789101112131415ABCDEFGHIJ3 6 0 -8 9 0 -8 9 5 5 | 2 9 9 N M a r k e t B l v d , C h e h a l i s , W A 9 8 5 3 2DESIGNED BY:DRAWN BY:DATE:PROJ. NO:OFREVIEWED BY:Know what's BELOWCall 811 before you dig.NICH
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4-2022
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YELM AVE SEALLEYSCALE IN FEET20100ME: MATCH EXISTING ELEVATIONFG:FINISHED GRADE ELEVATIONNAVD 88 PER RTK GPS TIES AND THE WASHINGTON STATE REFERENCENETWORK (WSRN). UNITS OF MEASUREMENT ARE U.S. SURVEY FEET.VERTICAL DATUM
FILE NAME:Z:\P\JW301\CAD\Sheets\JW301 Final Plans.dwg DATE/TIME:11/4/2022 11:39:05 AM
DETAILS 1 SEC19, TWN17, R2E WM
THURSTON CO TPN 75300900100
313 YELM AVE W
YELM, 98597
JENNIFER WENTWORTH
COMMERCIAL DEVELOPMENT
NDTRCB11-04-2022JW301NDTC668123456789101112131415ABCDEFGHIJ3 6 0 -8 9 0 -8 9 5 5 | 2 9 9 N M a r k e t B l v d , C h e h a l i s , W A 9 8 5 3 2DESIGNED BY:DRAWN BY:DATE:PROJ. NO:OFREVIEWED BY:Know what's BELOWCall 811 before you dig.NICH
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4-2022 DETAILNOT TOSCALE1POST CONSTRUCTION SOIL QUALITY AND DEPTH DETAILNOT TOSCALE2ADA SIGNDETAILNOT TOSCALE3ADA SYMBOL DETAILNOT TOSCALE4 DETAILNOT TOSCALEROOF DRAIN DETAILNOT TOSCALEFINISHED GRADEINSERT INJECTION MOLDED,GASKETED SPIGOT BY BELL REDUCERTEE4" SDR35 PVC PIPE (TYP)90° BEND45° BENDDOWNSPOUT ADAPTERINSERTED IN RISERPIPEBUILDINGFACE6" SDR35 PVC PIPE45° WYECLEANOUT W/ THREADED CAP6CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF THE ACTUAL PROPOSED UNIT TOTHE PROJECT ENGINEER FOR APPROVAL PRIOR TO DELIVERY OF THE PROPOSED UNIT.5
FILE NAME:Z:\P\JW301\CAD\Sheets\JW301 Final Plans.dwg DATE/TIME:11/4/2022 11:39:05 AM
DETAILS 2 SEC19, TWN17, R2E WM
THURSTON CO TPN 75300900100
313 YELM AVE W
YELM, 98597
JENNIFER WENTWORTH
COMMERCIAL DEVELOPMENT
NDTRCB11-04-2022JW301NDTC778123456789101112131415ABCDEFGHIJ3 6 0 -8 9 0 -8 9 5 5 | 2 9 9 N M a r k e t B l v d , C h e h a l i s , W A 9 8 5 3 2DESIGNED BY:DRAWN BY:DATE:PROJ. NO:OFREVIEWED BY:Know what's BELOWCall 811 before you dig.NICH
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4-2022 DETAILNOT TOSCALE1 DETAILNOT TOSCALE3 DETAILNOT TOSCALE2 DETAILNOT TOSCALE4