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SW 1/4,SEC.20, T"29 N.,R. E., W.M.
<br /> ———— OHOMS�CO AFFP-,XWA� x x F---------------------------
<br /> a d WOOD FENCE I
<br /> a r4° °
<br /> EX. WM
<br /> (TBR. SERVICE TO BE HOUSE J `
<br /> CAPPED AT MAIN BY CITY �/ #2609 5 /I \ x 26
<br /> a d OF EVERETT CREW AT
<br /> DEVELOPER'S EXPENSE PER 1
<br /> COST ESTIMATE) (TYP.) `
<br /> I N 89°59'54" W 120.01' >
<br /> FIRE I DEPARTMENT 4 4 ,/ x
<br /> CONNECTION PERkER1
<br /> COE SITD DWG 515 //BLOCK WALL 6 HOUSE SCALE: 1"= 10'
<br /> 2" WATER METER PER 4° 114' T.O.W., 111' B.O.W. 2611 OCKTRENCH E FRENCH DRAINA. . COE STD DWG 502 WITHW - °°- / 6" CEDAR FENCE (TBR) TRARPED AREA IF NEEDED I x 1 25
<br /> 10 5 0 10 20
<br /> DCVA INSIDE BUILDING- • // ,
<br /> PER COE SF DWG 520 I /
<br /> . . . . . . . . . . . . . . . . . . . . . .
<br /> `� C2 �4 ° :`:` DECK / d STORMDRAINAGENOTES:
<br /> /� ------KL- --DECK----- EC _
<br /> d Q ° 2' COPPER I °- •. L ALL WORK AND MATERIALS SHALL CONFORM TO CITY OF EVERETT STANDARDS
<br /> U DOMESTIC LINE AND/OR WSDOT/APWA STANDARD SPECIFICATIONS AS APPLICABLE.
<br /> W ,W {,' - 11, 2. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED OR PUT
<br /> PAVEMENT PATCHING-,' .•. / LLJ INTO
<br /> CITY USE UNTIL IT HAS BEEN TESTED,INSPECTED,AND ACCEPTED BY THE
<br /> � \PER COE STD. DWG 326 / i/
<br /> Lz U / n / 6 1 B O I Z 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM
<br /> ° - a O W /1 AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE THE CONTRACTOR
<br /> Oa O (TYP.)/ % I / TB ,_ 2T SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID
<br /> 9(, U 4 DI EIRE LINE WITH
<br /> DECK• T R 30 UNI O DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN.IF CONFLICTS WITH EXISTING
<br /> ° �•.• � UTILITIES ARISE DURING CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE
<br /> l DCDA INSIDE BUILDING I I T O PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED
<br /> PER BOE TO DWG 523
<br /> E( \ PE V-A O9 THE CITY N THE PROJECT.INEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION
<br /> 4 / ° TBR DECK 4. ALL STORM DRAIN WORK MUST BE STAKED BY SURVEY FOR LINE AND GRADE
<br /> EX. WM \ •••• I \\ PRIOR TO STARTING CONSTRUCTION
<br /> a' 24 5. ROOF DRAIN SHALL BE CONNECTED TO EXISTING COMBINED STORM&SEWER
<br /> la ° a \\ //5 X5' LC) ALLEY SYSTEM THROUGH FLOATABLE MATERIAL SEPARATOR AS SHOWN ON PUN.
<br /> \\ // PLANTER a • �, + 6. INSTALL BACKWATER VALVE PER COE DWG 622 PRIOR TO SEWER MAIN.
<br /> 4 BOX (TYP.) 4 n: J �o S- ' E CLysED PLAT OE EVERETT
<br /> LzLL : - PARKING GARAGE 23
<br /> o / / SEWERNOTES.
<br /> �_I I VOL. 3 PG. 32 /
<br /> 112LF 6" PVC SS@ 2Z MIN
<br /> _ .4 , i. CONTRACTOR SHALL PROTECT THE SEWER MAIN THROUGHOUT CONSTRUCTION.
<br /> o� * Tj
<br /> OSE
<br /> z © a a :' o• • DECK 2617 /
<br /> A DE�K WATERNOTES:
<br /> : :
<br /> i. TAPS TO THE WATER MAIN TO BE MADE BY CITY OF EVERETT PUBLIC WORKS.
<br /> SSMH#1
<br /> (TO BE SADDLE TAPPED TO EX. LINE)
<br /> (BR NIE: 95.89 (6" IN, W)
<br /> DECK �i DECK I
<br /> 4 - IE 100.00 (6" IN, NW)
<br /> ..:.:.:.....:.:.......:.:.....:.:.:.....:.:.........:... :•'-'•'•'"' VAULT --- Q IE: 95.62 (8" IN, N)
<br /> EX. 3/4 WM (TO BE
<br /> ----- W, 120.01' : : . . . . . . . . . . . . .
<br /> o . . . BLOCK WALL--------' __ ------ N CL IE 95.62 (8" OUT, S)
<br /> USED FOR IRRIGATION)
<br /> - --- - -----------------------
<br /> ° 114' TO.W., 111' 8.0.W a
<br /> (TBR. DISCONNECT ALL 4 BLOCK WALL �T/T/TTi
<br /> WATER LINES AT THE o DkK DECD CK r
<br /> PROPERTY LINES AT THE 114' T.O.W., PER 19.40.010 3K)eK FRENCH /
<br /> WATER METER PRIOR TO 111' B.O.W. 6' CEDAR FENCE DRAIN IN'TRA PPED AREA
<br /> 4 a / DEMO.) �6 IF NEEDED I (TYP.) 2 1
<br /> °
<br /> b 4 a `\ I � N
<br /> NOTES UIILITPCONFLICTNOTE: Knowwharsbelow.
<br /> CASTIRONRING NOTES Call before you dig.
<br /> 1.INSTALL LOCKING FRAME&GRATE PER STANDARD FINISHED &COVER /+ ))
<br /> 1'VENTNECTEDO DRAWING 406.PROVIDE SOLID COVER PER GRADE PER STANDARD 1. ANY PLUMBING WITHIN THE BUILDING MUST CAUTION.•
<br /> COMBINED
<br /> STANDARDDRAVR G 430 WHEN STRUCTURE WILL DRAWING 601 COM PLY WITH THE CURRENT UNIFORM PLUMBING THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
<br /> COMBINED SEWER NEW CONSTRUCFION&RETROFN: CODE AS AMENDED BYTHE STATE OF WASH..
<br /> NOT RECEIVE SURFACE RUNOFF. UPPER FLOOR PLUMBING SHOULD BE DIMENSION,AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
<br /> 6-OR 8-PVC CONNECTED DOWNSTREAM OF BW VA LVE 2. THESIDE-SEWER OUTSIDE THE BUILDING MUST PLANS OR NOT,BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
<br /> FACTORYTEE COM PLY WITH THE Cm'S DESIGN AND AND VERTICAL LOCATION PRIOR TO CONSTRUCTION THIS SHALL INCLUDE
<br /> CLEAN-OUTPERSTANDARD CONSTRUCTION STANDARDS. CALLING UTILITY LOCATE®1-800-424-5555 POTHOLING ALL OF THE EXISTING
<br /> 30' DRAWING 604 UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
<br /> REMOVABLE"CLEAN 3. OTHER METHODS FOR BACK-WATER PREVENTION WHETHER OR NOT CONFLICTS EXIST.LOCATIONS OF SAID UTILITIES AS SHOWN
<br /> CHECK"FLAPPER MUST BE APPROVED BYTHE CITY. ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
<br /> 6'OR 8'PVC PLUG ASSEMBLY 6-DIA.RISER ARE SUBJECT TO VARIATION.IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR
<br /> PIPE AND CAP 4. PRIVATE MH ACCESS STRUCTURE MUST BE SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
<br /> FOR UNDERGROUND
<br /> RI L.COVER SISTANT
<br /> SUIBE PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br /> FOR UNDERGROUND BURIAL.COVER MUST BE
<br /> BASEMENT GAS-TIGHT TOAD-SUPPORTING AND REMOVABLE.
<br /> RECOMMENDED STRUCTURE IS 30"DIA
<br /> 24' 4"011"GRAVITY REINFORCED CONCRETE PIPE(RCP)PLACED
<br /> MAC ` VERTICAL ON CAST IN PLACE ICIPI CONCRETE BASE
<br /> SEWER MAIN 4"OR 6"GRAVITY SEWER IN
<br /> PROPERTY SEWER OUT WITH BELL UP.PROVIDE MANHOLE(MH)FRAME
<br /> TOR ALLEY LINE BACKWATER VALVE AND COVER(STANDARD DRAWING 610 OR 611),
<br /> t. OR ALLEY
<br /> BACKWATER VALVE INSIDE HOUSE/BASEMENT BACKWATER VALVE
<br /> ALTERNATE"CLEAN-CHECK"INSTALLATION
<br /> FLOW FLOW CITY RECOMMENDS'CLEAN CHECK"BY RECTORSEAL
<br /> WITH REMOVABLE INSERT/FLAPPER ASSEMBLY mp
<br /> Y_ RETRO IT ONLY:
<br /> ADAPTOR OR PIPE JOINT UPPER FLOOR PLUMBING CONNECTED FINISHED
<br /> UP STREAM OF BW VALVE GRADE RING AND COVER PER INSIGHT ENGINEERING CO.
<br /> to STANDARDDRAWING
<br /> 6"OR 8"PVC PIPE BACKWATER(—)VALVE: 610 OR 611 P.O.BOX-1478
<br /> SAND COLLAR OR COR-NSEAL TYPICAL SEE PRIVATE MANHOLE ACCESS EVERETT,WA 98206
<br /> INSTALLATION DETAIL (425)303-9363 (425)303-9362 FAX
<br /> 30"DIA RCP INFO@INSIGHTENGINEERING.NET
<br /> 6"OR 8"PVC PIPE AS REQUIRED p CLEAN-0UT PER
<br /> d STANDARD
<br /> DRAWING 600 SITE ADDRESS: 2611,2613,2617
<br /> ROCEVERETT,
<br /> WA AVE.
<br /> EVERETT,WA 98201
<br /> CATCH BASIN TYPE 2-48",SEE STANDARD DRAWING 405 OR
<br /> SEWERGRAVITY REV.NO. DESCRIPTION INITIALS DATE TAX ACCOUNT NO.'S: 00439 7 61000 600,00439 7 61000 700,
<br /> SEWER IN 00439761000800,
<br /> 4"/6'GRAVITY
<br /> pIpI SEWER OUT R
<br /> 32' L
<br /> gE BASEMENT a � WA 'l9
<br /> 1 CITY OF EVERETT w oe SxJ� SW 114,SEC.20,T 29 N.,R.05E.,W.M.
<br /> 3@ SEWER PROPERTY 4"TO 6'CAST IN PACE l • PUBLIC WORKS DEPARTMENT FQ �T� ROCKEFELLER SQUARE-PHASE2
<br /> MAIN CITY OF EVERETT IN STREET LINE CONCRETE BASE BA`,,W ER
<br /> PUBLIC WORKS DEPARTMENT OR ALLEY "BACKWATER VALVE CONNECTION TO DWG PLENAME DESIGNED BY: DATE SCALE: JOB NO.:
<br /> _ _ a BACKWATER VALVE OUTSIDE HOUSE PRIVATE MANHOLE ACCESS INSTALLATION SANITARY SEWER 3649
<br /> �FLOATABLEMATERIAL a FLOATABLE M ERIAL 3p7%za1T g INSIDE&OV SI DEINSTAUATIONS 622 SC��� C$� 201086-PRE M.DWG DNK 2 09 2020 1"=10' 20086
<br /> C3A SEPARATOR&GAS TRAP M SEPARATOR&GAS TRAP 413
<br /> NOT TO SCALE STD.DTL.413 FOR 6"OR e'LINES
<br /> 2 BACKWATER VALVE DETAIL os/za/zozl UTILITYPLAN C3,0
<br /> C3.0 NOT TO SCALE STD.DTL.622
<br />
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