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SE 1/4,NW 1/4,SEC 7, T.28N.,R.SE., W.M. Permit#: PW2310-024
<br /> WASHINGTON Site Address: EVERGREEN WAY
<br /> SNOHOMISHCOUNTY, SJS Owner: SJSM EVERETT LLC
<br /> I Application Date: 10/26/2023
<br /> jI \ 28050700203700 Description: Trenching work for installation of an EV Unit
<br /> RIM=4 TBR 1 I a
<br /> IF 8"1 RPVC(N)=487.18 1 I I
<br /> I IIS \ r EXISTING RETAIL BLDG APPROVED
<br /> \ PUBLIC WORKS DEPARTMENT
<br /> I CB RIM=489.66 11 -l' "OWA Di 691WAT'ORNER
<br /> IE 12"RCP -48.46 885000 E 428.15 _ BY:TJOrgensOn
<br /> $IIS 1$"RCP!$J=48.5 FOUND TA CB RIM-480.65 DATE:7 210 512023
<br /> �-IE 8 PVC(55//486.81 SHINER ATC N R / _ d
<br /> IE 8"RCP/g)-479.25
<br /> 49 °d / IF 6'RCP($)=479.35 CITY OF EVERETT REVIEWED FOR PERMIT
<br /> / / / / �a • \\ a ° a �riiTmrrin
<br /> -486 °14
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<br /> B M=485.44I 111 PVCN 48359 / EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE
<br /> i 2 METAL GRATE - IE 4"RCP(W)48419 /
<br /> I \ IE 2"DI(W)=484.74 I / IE I 8"PCP((E)/483.99 IE6"RCPS=483.84B 'INA'I NT MUST
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<br /> CB RIM=494.32 - \ AT CORNER EX.8"CONIC,IE 18;;RCP((W)=491.1 t` IF 6"DICE)=48. \_ EX.ASPHALT / EX.BLOCK
<br /> IEI 12 RCP(SJ=491.4 2 _ _________ WALL
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<br /> � J _ S� EB EXISTING ASPHALT CONCRETE OVER PREPARED GRADE
<br /> CB RIM=485.02 SER✓iCE DRIPS ;
<br /> _ INATTORIT MUST
<br /> CXAPR[DI(E)=483.67 b SDti '" i % '/
<br /> IM=4 .7 / CB RIM=485.50 / CONCRETE PFMIN)BE
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<br /> APARTMENT BLDG T6-MIN RUSHED OP COURSE SURFACING E EVERETT PUBLIC WORKS
<br /> / / III•WASHINGTON DEPARTMENT
<br /> F $EV STATINS \ / / / ks SEE sranoagD ORAWNG 614 7N7mv
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<br /> 6ERwce EXISTING CEMENT CONCRETE OVER PREPARED GRADE PAVEMENT PATCHING DETAILS 326
<br /> I \ OPEN To BELOW
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<br /> DETAIL/WASH FLO R E Ex VE. - +18".vIPEMUSTTRENCH BE AU INTRENCH
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<br /> PAVEMENT 2 AL ATESLOP NG TRENCH WALLTO MEET REQUREMENTS(NO SLOPES STEEPER THAN II EXCEPT
<br /> 18"MIN FOR ROCK?
<br /> I //'__ B SU TaBLE Nar vE MaTERALOR MPOgrED GRAVEL
<br /> UTI ITYR TORAPON 1 C II"� � Boaaow qs DREcrEo coMPAcrT.'PT vMUM
<br /> TRENCH PER COE I III z'-III III III ,� IIIIII =I' DENSTr
<br /> T DETAILS 326 AND 614 \ \ a, I - 4. RErince UION IFNTOURED BYTHE ENGNEERTO
<br /> " 1 b-III A
<br /> ERIALSHALLBEFDDNDArON
<br /> MATERIAL CLASS A,B OR AS APPROVED BV THE
<br /> ICB RIM=4996.3 �� \ \ zll _I COMPACTION
<br /> IF IFORM SUPPORT UNDER PIPE s I_OFrnBn�KfaRsx NLG ElEmeoRT.PLAN ELTBona
<br /> IF 72"RCP =49 93 - tt -\ -� - PGz 1� BARRELS ORSUITABLE NATIVE MATERIAL COMPACTED TO 95%OW
<br /> ` \ \ 1 X111- AMP UNDER PIPE HAUNCHES FOR ALL MAXIMUM DENSITY.
<br /> AELBAKMLMAERIALBHAGBEPACEDI 6 PAVE E°:EAn o p;"°ARDDwG316FOR
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<br /> I APARTMENT BLDG mMACDONELINEEssqu*xonlzEDFavR�HE T VERTICAL TRENCH WALLS WITH SHORING TO CONFORM
<br /> v M III= PLANAPPROVED
<br /> IF PN 484.,3 r III ENGINEER DUE TO THE CHARACTER OF THE To a.S.H.A.REGULATIONS.
<br /> ATEgIALANDTHE COMPARIN GEQUIPMENT, 8. SUBGRADE OR GROUND SURFACE IN HON-PAVEDAREAS.
<br /> U IT COMPACT BEDDING EXCEPTMATERIAL CTLY g, EXCAVATED NATIVE MATERIAL OR STOCKPILED BACKFILL
<br /> E F MAXIMUM DENSITY LY.MEDIRErnrovER MATERIAL. OE�VE77
<br /> PIPE,ngrvO TAMP ONLY.MEcggwcAl � PUBLIC SERVICES DATE
<br /> CoMaE N1OMIErxEoEE.xofEoMRRRED R°F`LLAABOVEITGTRANSVERSETOTHEROADWAY PUBLTCWORKS
<br /> BACKFILL MATERIAL IS I FEET ABOVE THE TOP IIPIPEzoNESHALLBECONTROL
<br /> MATERIALS OF PIPE. SDENS TANDARDS.SEE SECTON 3-9.6&3-20.1OFTHESE E DEPARTR7ENT
<br /> UTILITIES DRAINAGE
<br /> 'Rsp uE munsE EAw uFrsgqu BE MECHANIcqur STANDARDS. A PUBLIC WORKS PERMIT IS REQUIRED PRIOR
<br /> CONFORMINGCRUSHED FTOING SECTION 9-D c0MPacTED TO THE REQUIRED DENSITY PRIOR 1 FORUTLDV CUTS Suw ASGAS,TELEPHONE,POw TO STARTING ANY CONSTRUCTION ON THIS
<br /> \ 9I3) AND_LETV LONGITUDINAL To THE ROADWAY,ER
<br /> 1 of THF STAND ARD SPECIFICAT-1 To PLACING SUBSEQUENT LIFTS OF BAHmLL CITY ENGINEER PROJECT.APPROVAL FOR THIS PROJECT IS
<br /> I 7'x 7'VAULT \\1 I \ ` FOR ROAD,BF GGE ANO MUNICIPAL III MATERIAL BACKFILL SHALL BE CONTROLLED DENSITY CONDITIONAL PER CURRENT STANDARDS AND
<br /> n
<br /> CONSTRUCTION Ws SECTION 3-9.S OF THESE STANDARDS. ----------
<br /> 1 DoT/avwA. COMPACTONTESTSSHA As REQUI ED By EXPIRES_ _UNLESS
<br /> ❑❑�1. OVER EXCAVATION AN D PLACEMENT _ THE C TY ENGINEER,BUTUL TRENCH
<br /> 7'x 7'VAULT 1 1` ( \ _ OF FOU NDATIONMATERIAL,IF LOWER LIMIT DEATH).
<br /> E p gry00NE Ai sOM OFGTRE N�H
<br /> _ \ \ ATION
<br /> REOUI RED SHALL BE FOUND
<br /> MATERIAL C
<br /> FOUNDI7/2"REBAR W/CA 1 \` ,�----��\\ \I I FpUNp 1-1/2"I.P. CONFOROF THE TANOARosPEanu0ious 111111-,
<br /> OF PIPE ZONE PLA DECONTENT
<br /> NO#IN ASPHALT --___ AT CORNER FOR ROAD,BRIDGE AND MUNICIPAL w ISEE NOTElI METHOD,ASTM zszz T1 NUCLEAR
<br /> 90T/APWA. EVERETT PUBLICWORKS
<br /> 'SDMH RIM=502.20 --__/ ��\ cONSTqucrloNws III♦WASHINGTON DEPARTMENT
<br /> 1 1 P =4 \ ---- /rT/T//TT//rT/T/
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<br /> IE 1"R P =499.0 S ,QPN RET.,- 9 I I EXISTING BUILDING I ee DETERMINED USING THE MODIFIED PROCTOR /1i(`o19
<br /> $�
<br /> 12"CMP 499.54 1 1_ '-T MFrxoo Naccogoarvc9wTH AsrMOssnTYPICALTRENCH SECTION
<br /> r PVC soDs3 /+
<br /> CB RIM-502.481i. 614 INSIGHT ENGINEERING CO.
<br /> �/- /l r i /rririrrirr� IE 8"DI(W)=500.78 1 /
<br /> ml "'I K / '• 478
<br /> / 00393700100304 \ P.O.BOX- 98
<br /> / SDMH RIM=502.9 2: / 2 TYPICAL TRENCH.SECT/ON EVERETT,WA 98206
<br /> v
<br /> r KENTucKv FRIED CHICKS4 (425)303-9363 (425)303-9362 FAX
<br /> 1 y E IRM= 55 CLO NOT TO SCALE DWG NO.614 INFO@INSIGHTENGINEERING.NET
<br /> SITE ADDRESS: 7307
<br /> TAX ACCOUNT NO.'S: 28050700203800,00393700100303,
<br /> REV.NO. DESCRIPTION INITIALS DATE 00393700100201
<br /> UTI � R. k
<br /> UTION- NFLICTNOTE.' PFNXX
<br /> CAUTION.• P of W 9 SE 1/4,NW 1/4,SEC.7,T28N,RSE,W.M.
<br /> ti�w rpct
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, t,Q `b EVERETT CHEVROLET
<br /> DIMENSION,AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE y
<br /> PIANS OR NOT,BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL DWG FILENAME DESIGNED BY DATE: SCALE: JOB NO.:
<br /> AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.THIS SHALL INCLUDE EVERETT
<br /> CALLING UTILITY LOCATE®1-800-424-5555 POTHOLING ALL OF THE EXISTING A 36499 �q 231295-FINAL.DWG JTK 11-08-2023 1"=30' 23-129.5
<br /> UTILITIES AT LOCA
<br /> DNS OF EUTILITYIST R
<br /> WHETHER ORNOTTICONFLIICTSEXIST.LOCATIINPHYSICALLY
<br /> ONSOF SAID
<br /> UTILITIES AS SHOWN �STONAL SHEET
<br /> ON THESE PIANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND Know what's below. CHEVROLET 11/22/2023 DRAINAGE AND UTILITYPLAN CT1•Q
<br /> ARE SUBJECT TO VARIATION.IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR
<br /> SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY 70 RESOLVE ALL Cal before you dig.
<br /> PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />
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