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PEREZ SP
<br /> SECTION 13, TOWNSHIP 28N , RANGE 4E, W. M . Z
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<br /> GENERAL ROAD & STORM DRAINAGE NOTES:
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<br /> 1. ALL WORK AND MATERIALS SHALL CONFORM TO CITY OF EVERETT STANDARDS (JANUARY 2020) AND/OR WSDOT/APWA STANDARD V)
<br /> SPECIFICATIONS AS APPLICABLE. OPTION:STOCKPILE EXISTING TOPSOIL
<br /> 2. THE CONTRACTOR SHALL NOTIFY JOSEPH SMEBY PE., THE OWNER AND THE INSPECTOR WHEN CONFLICTS BETWEEN THE PLANS AND STOERALE EXISPMTOPSORDURMGGMDING.SMKPILEMDCOVERWIL
<br /> EXISTING FIELD CONDITIONS OCCUR, AND SAID CONFLICTS SHALL BE RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION: WITH WEED BARRIER MATERIALTIATSHR-MOISTURE YET ALL0115ARTTRANSMISSION,IN APPROVED LOCATION,PRIOR TO GRADING.REPLACE
<br /> STOCKPILED TOPSOIL PRIOR TO PLANTING.STOCIUS ED TOPSOIL SHALL BE
<br /> 3. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED AND TESTEDANDAMENDEDIFNEEDEDTOMEETTNFORGANICMATTEROR (SFRLEDI
<br /> ACCEPTED BY THE CITY. DEPTH REQUIREMENTS EITHERAT PREAPPROVED RATE ORCALCUTATED ARBOMSTW000[HIP MULCH ��/ / GRASSSEEDORSOD
<br /> RATE (W"
<br /> .ALLSOILARFASDISNRBEDORCOMPACEDDURINGCONSTRULTON, Q
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<br /> 4.. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR AND NOTCOVERED BY BUILDNGSOR PAVEMENT,SHALLBE AMENDED WITHCOMP OSTASOESCNBEDRELOW. ,-.1CCmPCGT 1.Ts•of comPosr CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY 1. SCARIFICATION:IF PIACEDTOPSOIL PLUS COMPOSTOR OTHER INCORPORATEDINIO 1.-RFC COMPOST
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<br /> ADDITIONAL UTILITIES NOT IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ORGANICMATERI&L MAMWKT LE%S N121NCHE5.S RIH S"OFSITESOIL(TOFAL 25•OFMTE50I1. a
<br /> ORTIC SUBGRADETOOEPNINEEDEDTOACNIFVE121NCHESOF AMENDED DEPTH OF ITOTALAMENDED PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT.OF LOosfwfDSORAFTERTOpsaLANOAMENDMENTAREPIACEO. Bs^,FoagsETELEo DEPTHOFES",FORA
<br /> RELATED CONSTRUCTION ON THE PROJECT. ENTIRE5ORFACESHOUIDBEDIRCILLEDBYSCMFRATON.DONOT DEPTH E") SETTLED DEPTH OF E^I
<br /> SGRIRWITHINgIPUNEOFaMNGTRUMBERETANED. R _
<br /> 5. ALL STORM DRAIN WORK MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. 2. SETBACKS:TO PREVENT UNEVEN$MUNG,DO HOT SUBSCH,-NNEOA^ SUESOILSCABIFRD4" .
<br /> BELOW COMPOST BELOW COMPOST
<br /> 6. ALL CB'S SHALL BE TYPE 1 OR TYPE 1L PER STD. DWG. #402 & #403 UNLESS OTHERWISE SHOWN. NORMPOSTAMENO SOILS WITHIN 3 FEET ON CENTER OF LIE
<br /> T E AMENOEowYER IT: / `�i AMENDEDLAYE0.12" �•••••
<br /> ASTRUCUNE(POLES.VAULTS,METERS ETC).WITHNONEFWT BELOW SOILSURFACE) \/\\//^\, 12" BELOW SOIL SURFACE) y' ey1
<br /> OF PAVEMENT EDGE,CURBS AND SIDEWALKS;SELL SHOULD BE :y F 7. ALL STORM DRAIN PIPE SHALL BE CORRUGATED HIGH DENSITY POLYETHYLENE PIPE WITH SMOOTH WALL INTERIOR UNLESS OTHERWISE COMPAO'EDTOAPFROXIMATELY90%MAX.MODIFIEDPROCTOR
<br /> NOTED. DENSITY IASTM D2557)TICE ENSURE A FIRM SURFACE.DO NOT
<br /> d�L 8. ALL EXPOSED GROUND MUST BE RE-SEEDED WITHIN 30 DAYS OF THE COMPLETION OF CONSTRUCTION. IF RE-SEEDING IS NOT COMPACT WITHIN TREE PROTECTION ZONE. PLANTING BEDS TURF(IAWN)AREAS
<br /> PRACTICAL DUE TO THE WEATHER OR SEASONAL PROBLEMS, THE GROUND MUST BE COVERED WITH MULCH AS DIRECTED BY THE CITY T. PBEAPPROREDMTE:PLACEZINCNESOF 1. PREAPPROVED RATE:PLACE 1.75 INCHES OF SOP•••
<br /> ENGINEER. COMPOSTED MATERIALAND ROTOTILL INTO 5 COMPOSTED MATERIAL AND ROTOTILL INTO&25
<br /> OPTION:AMEND EXISTING TOPSOIL NOENDEDDEPTHOFABOUTB.SINOHES,FOBA AMENDED DEPTH OF ABOUT 9.S INCHES,FORA
<br /> INHESOFEXISTINGSITESOISIATOTAL INCHES OF EXISTING SITE SOILS IA TOTAL
<br /> AM 9. CITY STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS ALL TIMES DURING CONSTRUCTION. DUST SUPPRESSION AND STREET AMENDEXISTINGNT SOIL ETOPo'SUBSOIL,EITHERATPITAPPROVEDRATE SETTLED DEPTHOF8 INCHES). SETTLED DEPTH OF8INCHES).
<br /> CLEANING MUST OCCUR AS DIRECTED BY THE PUBLIC WORKS INSPECTOR. OR AT CALCULATED RATE BASED ON TESTS of THE SOIL AND AMENDMENTS. 2. CALCULATED-PIACECALCUTATED 2. CALCULATED RATE:PLACE CALCULATED
<br /> ALLSOILARFAS DISTURBEDORCOMPACED DURING CONSTRUCTION AND AMOUNT OF COMPOSTED MATERIAL OR AMOUNT OF COMPOSTED MATERIAL OR
<br /> 1O. PARKING IS ALLOWED ONLY IN DESIGNATED PARKING AREAS. NOT COVERED BY BUILDINGS Oft PAVEMENT,SHALL BE AMENDED WITH APPROVE OF COMOSTED AT AND 0.0IOTILL AMOUNT OF COM POSTED
<br /> ATRND ROTOTILL
<br /> COMPOSTES DESCRIBED BELOW. INTODEPTHOFSOILNEEDEDTOACHIEVER INTO DEPTH OF SOIL NEEDEDTO ACHIEVES
<br /> 11. IF ENCOUNTERED, ANY EXISTING ON-SITE.SEWAGE SYSTEMS MUST BE ABANDONED AND FILLED IN ACCORDANCE WITH SNOHOMISH 1. SCARIFICATION:SCARIFYORTLLSUBGRADEMBINCHESIEPTHroR INOHESOFSETTLEDSOILATIR%ORGANIC INLHESOFSETTLEDSOILATS%ORGANIC
<br /> HEALTH DISTRICT STANDARDS. EXISTING GROUND TODEPTHNEEDEDMO HIEVEAro LDEPTHOFUINCHUOF CONTENT: CONTENT.
<br /> UNCOMPACTEDSURFACE SHOULD
<br /> HOUL BEDIVMOUMOFAMENOMENT IS 3. RARE BEDS TO SMOOTH AND REMOVE SURFACE 3. WATER OR ROLL TO COMPACT TO S5%OF '^12. PAVEMENT PATCHING SHALL CONFORM TO STD DWG #326. �� DAD ONOT.ENTIREWITHIN CHUPINOBFasroNGTREESTO BERETIN. M W v J
<br /> DO NOTSESCANWITHINNW-UEOFDBSETREFRES TOBEBETAINED ROCKS IARNTING EDSWITINT-ETER. AXIMUMORYDERCOGRAKEERTHANL AND 1_
<br /> D LIMy�s� CAME ERMINETARIFIEENGI WOULD DAMAGETREEROOROR AS MULCH ORSTOCGEEOSDUF.3"-0'OF ORGANIC REMOVESURFACE ROCKS LARGERTMN)INCH
<br /> O••tyN� DETERMINED BYTHE ENGINEER. MULCH OASrOCXNLEDWFF. DIAMETER.
<br /> STORMDRAINAGE NOTES: -- 20 MIL VISQUEEN CURTAIN tl 2. SET6ICKS.TO PREVENT UNEVEN SETTLING,DO NDTCOMPQFT.AMEND
<br /> FULL LENGTH OF TRENCH 6 SOILS WITHIN 3 FEET ON CENTER OF UTILITY INFRASTRUCTURE(POLES,
<br /> VAULTS,METERSETC.).WITHIN ONE FOOTOFPAVEMENTEWE EVERETT
<br /> EE CURBSAND SIDWALKS;SgL5N0UlD BE COMpACEDTO PUBLIC WORRB
<br /> 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN gE APPROXIMgTELY90RMAX.MODIFIEOPROCTORDENSITYIA5TM .)III♦WASHINGTON OCPARTIARNT
<br /> INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF EVERETT. ���\ D1S57)TO ENSURE A FIRM SURFACE:DONOTCOMPACTWITHINTREE d a� �^ O
<br /> A. PROTECTION ZONE Di 1Uj
<br /> 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS 2' WIDE. ��� POST-.CONSTRUCTION SOIL Q
<br /> AND SPECIFICATIONS AND THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD,BRIDGE, AND MUNICIPAL t30" _ ,P TRENCH QUALITY AND DEPTH 203
<br /> CONSTRUCTION (CURRENT EDITION). �� O W
<br /> o WASHED ROCK 0
<br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE
<br /> SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND 4" SMOOTH WALLED PERF.
<br /> TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING PVC PIPE. OWALLEDUTFALL TO YARD DRAIN
<br /> CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED
<br /> SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE
<br /> PROJECT. 3"4"(SETTLED)
<br /> ' ARBORIST //�' GRASSSEED
<br /> 4. ALL STORM SYSTEMS WITHIN THE PUBUC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR CURTAIN DRAIN INSTALLATION DETAIL WOOD
<br /> DCX �,IP ;% ONSDO
<br /> LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br /> NOT TO SCALE EH IMPORTED r r I , I J : 6-IMPORTED 04 GO
<br /> 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED"DUMP NO WASTE, DRAINS TO STREAM, LAKE, II f I' t W
<br /> RIVER,PUGET SOUND, OR WETLAND."CHOOSE APPROPRIATE FEATURE FOR THE PROJECT (comp MN TOPsoaMIX.' 3 A" >Lw DAD_rn
<br /> (COMPACED I,II II 1 L III L r Rx mP-D
<br /> DEPTH ,.i li )' DEPTH) ARBO IRST / / GRASS W M M to
<br /> 6. SHALL COMPLY WITH THE EVERETT MUNICIPAL CODE(EMC), CITY ADOPTED STORMWATER MANAGEMENT CURTAIN DRAIN NOTE; 1''. i s I ;I 1 _A w0o0MIP / / o LEI
<br /> MANUAL, POLICIES AND CRITERIA SET FORTH IN THE CITY OF EVERETT's DESIGN AND CONSTRUCTION THE BOTTOMS OF CURTAIN (CUTOFF) DRAINS SHALL SUuDILLs �` /l '// /i /\ \qf�j�, SUBSOIus MULCH .y: \, , 0 q N
<br /> STANDARDS&SPECIFICATIONS EXTEND AT LEAST 6 INCHES INTO THE DENSE GLACIAL TILL -A NE.V ?`'�i�i�Jhi�� �j v d�/i� SCARIfIED6^ / // 4,� /T�:/ / >r� � N N
<br /> BELOW V' �� "f.y ?\/.. BELOW \�,
<br /> LAYER AND SHALL BE PLACED AT A DEPTH SUITABLE TO IMPORTED \ \`�` IMPORTED
<br /> TOPSOIL MIX .����1Tj \\�/�\� ✓` TOPWa MIx / .� \� \��: W
<br /> INTERCEPT LATERAL FLOW. THE GEOTECHNICAL ENGINEER �i �i� `✓ 12 ?.*�i/ \�T�Ti'> UNDISTURBED /`v ?\v`\tG �/��/`\ /p/ L{JUJ
<br /> OF THE CURTAIN DRAINSSHALL BE ONSITE TO RIFY DURINGE PLACEMENT CONSTRUC IONND DEPTH PIANnN13 Beos TURF IIAWN)AREA$ NATIVE SOIL w \ ^\�'\ �^ � <�'\</ DAT"ESORO W
<br /> G /`4nV V C� �'
<br /> 1. UYIMPORTEDTOPSOILMIX 1. USEIMPORTEDTOPSOILMIX Vv \�'?�j N
<br /> CONTAININGIOROBGMIC CONTAININ55%ORGANICMATTER
<br /> MATTER(NPICALLYAROUNDAOR (NPIULLVAROUND 25%
<br /> (y
<br /> COMPOST).SOILPORTIONMUSTBE COMPOST)SDILPONTIONMUSIBE
<br /> SANDORSANDYLOAMASDEFINED SAND OR SANDY LOAM AS DEFINED "j
<br /> BYTIEUSDA.PLACk31NCHESOF BY THE USDA.PLACE 3INCHES OF
<br /> IMPORTED TOPSOILMIXON IMPORTEDTOPWILMIXON PLANTING BEDS TURF(LAWN)AREAS _
<br /> SURFACE AND TILL INTO INCHES SURFACE AND TILL INTO 2 INCHES �P
<br /> OFSOIL PIACESECONDUFTOF3 OFSOIL PUM1SE0ONDUFTOF3 - Z
<br /> NOTES INOIESTOPSOIL MIX ON SURFACE INCRESTOPSORMIXONSURFACE. OPTION:NO DISTURBANCE
<br /> 2. REMI STOVCEROC ANO 2. WATER ORXIM M RYDENSI TO LEAVE NATIVE VEGETATION AND SOIL UNDISTURBED AND PROTEC FROM COMPACTION DURING W 1. RQUI ES APPROVAL
<br /> BY RIGH
<br /> WHEN
<br /> REMOVE SUHEDIA DIAMETER.
<br /> LARGER 85%OF NAIETMAXIMUM DRY DENSITY 11-ULTW.IDENTFYARFASOFTHESITETHATWILLNOTBESTNPPED,LOGGED,GRADEDOR
<br /> REQUIRES APPROVAL BY THE CITY ENGINEER WHEN PLACED THAN 2INCHES DMMETER.MULCH RAKETO LEVEL ANO REMOVE C W
<br /> PLANTING BEDS WITH 3"J'Of SURFACE ROCKS L4ILGERIHANI DRIVEN ON AND FENCE OFF THOSEAREASTO PREVENT IMPACTS DURING CONSTRUCTION.IF G
<br /> BENEATHATRAWLEDWAY THESEGUIDEDNESPROVIDEA Z
<br /> MINIMUM DEPTH FOR THE HYDROLOGIC PERFORMANCE OF DUFF,ORGANIC
<br /> OR STOCKPILED INCH DIAMETER. HE
<br /> SOILS NORVEGETATION ARE DISTURBED,THESE AREAS DO NOT REWIRE AMENDMENT.
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<br /> THE PERMEABLE PAVEMENT THE STRUCTURAL CAPACITY OF DUFF. uP
<br /> PAVEMENT SECTIONS WHEN SUBIECT TO VEHICULAR LOADS O z
<br /> DEPENDS ON SEVERAL FACTORS AND MUST BE DESIGNED BY OPTION:IMPORTED TOPSOIL W
<br /> A LICENSED PROFESSIONAL ENGINEER.
<br /> IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEETTHE
<br /> SLOPE, REQUIREMENTS.ALL SOIL AREAS DISTURBEDOR COMPARED DURING CONSTRUCTION AND NOT
<br /> Z. LONGITUDINAL 8%MAX FOR
<br /> OT0MEABLE CONCRETE.
<br /> COVERED BY BUILDINLSOR PAVEMENT.SHALL BE 0.ESTORED AS DESCRIBED BELOW.
<br /> ASPHALT B%MA%POR PEPMEABLECONQ3ETE. �
<br /> 1. SCARIFICATION:XAMRORTLLWKMDEINTWOMREC NTO6INCHESDEPTH.
<br /> 3: USE CHECK DAM OR OI'HLR METHO�TO MAXIMIZE ENTRESURMCESH BEDISTURBEDBY RIFICATON.DONOTSCARIFYWITHIN DRIP _
<br /> PONDING IN THE SUBSURFACE FOR IDNGITUDINALSLOPES - ppE UNEOFICUSTINGTREESTOBERETAWED. 'EVERETT Z
<br /> PERMEABEE CONCRETE EXCEEDINCIM SEE STANDARD DRAWING 431. E PU6LICWOIIKs
<br /> (SMIN)WEARINGLOURSE'ISEENOTESIANDG) 2. SETBACKS:TO PREVENT UNEVEN SETTLING,DO NOT COMPOSEAMENO SOILSWITHIN 3 )III♦WASHINGTON DEPARTMENT O O.
<br /> A. UNIFORMLY GRADED,
<br /> RADMATERIALS 1.5 TO[ANGULAR),
<br /> THOROUGHLY
<br /> FEETON CENTEROF UTLITYINFRASTRUCTURE IDLES,VAULTS,METERSETC.X WITHINONE.
<br /> 6� `LEYEUNG COUIR5E,OPTIONAL :UNIFORMLY GRADED:CRUSHED(ANGULAR),THOROUGHLY FOOT OF PAVEMENT EDGE,CURBS AND SIDEWALKS;SOIL SHOULD BE COMPACTED TO
<br /> WASHED STONE. APPROXKMATRYSORMAN.MODIFIEDMOCTORDENSRY(ASTMD155T)TOENSUREAFIRM M V
<br /> 1 )SEE NOTE 4) SURFACE.DO NOT COMPACT WITHIN TREE PROTECTION MINE. -CO NSTRUCTION SOIL 2O2 ` � ZZ >
<br /> ./�RESERVOIR COURSE-6"MIN PERMEABLE 5. GEOTEX I LE SHALL BE PROVUED BETWEEN RUNOF,. I POST-CC
<br /> AND DEPTH Z5
<br /> y / BALLAST TREATMENT LAVER M NATIVE SOIL AND KRMEABLE //� O = N
<br /> BALLASTNH EN RKOMMENDED BY GEOTECHNICAL I/E (n
<br /> 6" PROFESSIONAL ORPAVEMENr DESIGNER.GEOTEXTILE SHALL v� Q M a
<br /> y�NEENOTE NGEOTEMILF(IF REQUIRED) BE PROWDED WHEN FINES IN NATIVE SUBGRLDE EXCEED 7% _
<br /> _)" ( / (SEE NOTE S)
<br /> ON THE B20OALLAS ANDT EA SHALL BE PLACED BETWEEN 1N Z
<br /> PERMEABLE BALLAST AND LAYER SHALL
<br /> IF • �/ ` W
<br /> TREATMENT ORSEPARATI.GEOTEXTILE 3HgLL BEGEOTEX '1 1 ^1 I (J
<br /> 6" STANDARD SPECIFICATION
<br /> Z3ER WSDONGNWOAPWA W
<br /> ' STANDARD SPEC)%CATION 3332,NON WOVEN,TABLE 3. - � LLI W <
<br /> RUNOFF TREATMENT LAYER. 6. PER EABUMNERETEMUSFBEINSTAUEDBYACERTFIED > W
<br /> (SEE NOTE 71 PERMEABLE CONCRET"ALOALLER.PERMEABLE ASRHALT LL' _
<br /> HUSTLE NSTALLED BY AN E7(PERIEN(FD PERMEABLE
<br /> W W W O1-
<br /> NATIVE SUBGRAOE(SEE NOTE B) ASPHALT INSTALL[R. - LL Z Z
<br /> J RUNOFF TREATMENT IAYERSNALL BE REQUIRED FOR
<br /> PAVfMENTWHICHISSUBIECTTOVEICU(ARTRAFICOR ` DO,
<br /> POLWTANTS WHERE NATIVE SOILS DO NOT MEET O I(-' 0
<br /> THE REQUIREMENTS FOR TREATMENT.SEE THE V
<br /> SFORMWATER MANAGEMENT MANUAL
<br /> TREATMENT LAYER NOTES: IL SUBGRADESHALLBECOMPACTEDTOA FIRM AND UN-
<br /> 1. PROJECT GEOTECH TO TEST EXISTING SOIL UNDERLYING PERMEABLE PAVEMENT NOTE:PERMEABLE PAVEMENT YIELD NG corvolnoN WACConaANCE WITH THE FRoreCT
<br /> TO SEE IF IT MEETS THE DOE STANDARDS FOR TREATMENT: SHALL BE CONSTRUCTED IN PAVEMENT DESIGN.DO NQT OVER COMPACT SUBGRADE. •
<br /> CATION EXCHANGE CAPACITY>-5 MILLIEDUIVALENTS/1G09 DRY SOIL ACCORDANCE WITH CITY DCSS HEAVY TRUCK AND CONSTRUCTION ECIUIPMEN I'HALLSE
<br /> 2 (ORGANIC CONTENT(ASTM D 2974)) SECTION 4-4.3(5) PROHIBITED FROM DRIVING ON THESUBGRADE rHROUGH
<br /> 2. IF SOIL DOES NOT MEET TREATMENT STANDARDS,EXISTING SOIL UNDERLYING OUTCONSTRUCfION. •
<br /> PRa.w. oBN.Kr:
<br /> TREATMENT(SEE ABOVE).PERMEABLE PAVEMENT IS
<br /> TO BE AMENDED TO MEET THE DOE STANDARDS FOR ...... 22-0104 EJT
<br /> R 3. AMENDED SOIL TO BE INSPECTED BY PROJECT CEOTECH AND APPROVED PRIOR CITY OF IEVIE^RETT
<br /> TO RI BACO BA CITY INSPECTOR TO OBSERVE AND VERIFY GEOTECH ACCEPTANCE
<br /> was
<br /> PRIOR TO BACKFlLL, PUBLIC WORKS DEPARTMENT SI11/2022
<br /> a- Know whaYs below.
<br /> - 0313 2017 Call two business E'
<br /> PERMEABLE ASPHALT:OR N.T.S.
<br /> CONCRETE PAVEMENT!ECTION 430 days before you dig. rINI a. 9-]
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