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SEE SHEET604 __.,,
<br />SEE SHEET 504
<br />PROPERTY LINE
<br />F RIGHT-OF-WAY
<br />GRADE ELEVATION
<br />TYP
<br />GRADE ELEVATION
<br />15 " PVC 4STIM
<br />✓I
<br />I73CN34;
<br />�.I
<br />{.� INSTALL
<br />—
<br />APPROVED
<br />SOR3S OR
<br />,v{ C P"NOT
<br />.^.',
<br />,,,��
<br />a. r � ,
<br />COUPLING
<br />tCtp-p^, -� ��},
<br />dz#�f J IV }`4 v900
<br />-------
<br />1
<br />I
<br />i
<br />SEE SHEET 604 SEE SHEET 604
<br />4 i
<br />BADE ELEVATION GRADE ELE AT CON(
<br />fNSTALL CAI
<br />,
<br />NOT PLUG
<br />6' PVC ASTIVI D3034,
<br />k SDR35 OR AWNA
<br />— APPROVED C900
<br />COUPUNtG
<br />EXISTING
<br />+. 1
<br />PVCC SEWER lVIII€ SIDE SEWER
<br />(SEE CONNIECTIO ,
<br />NOTES 2 & 3) 2, S MIN. SLOPE
<br />i G" PVC ASTNI D3034;, SDR35
<br />35MV INN OR AWVV,A C90,0
<br />�. SANDBAG FILLED WITH 60LBS MIN IPAUNJ'I
<br />TYPE "B DRY PAN CONCRETE
<br />(OR CONCRETE BLOCK, SAME AS 7 ;'PE "A"
<br />1. PVC SIDE SEWER, C,0NNECTIONSTOPVC NEW
<br />MAINS SHALL BE FACTORY TEES.
<br />�! 2, YPE,A & B SHALL BE USED ONLY WHEN
<br />SEWER IMAIN DEPTH EXCEEDS 15 FEET OR AS
<br />APPROVED BY TIME ENGIN IHER. TYPE h SHALL
<br />kk r APPROVED CCUPW4 3E USED `NHENN EXISTING SIDE SEWER I5
<br />}4 V +ff
<br />50 EXISTING SIDE SEWER
<br />SANDBAG FILLED WITH 50LBS
<br />M1Io91N' UNA DRY MIX CONCRETE
<br />(OR CONCRETE BLOCK, SAME AS
<br />SHALLOW SIDE SEWER
<br />r,. EXISTING SIDE SEVVER
<br />4" OR £r„
<br />�s
<br />APPROVED COUPLING
<br />W 6,,x6" OR 6"X4` AN
<br />ter
<br />35°fvNtN �� FUTURE DEEPER
<br />45°NIAX SIDE SEWER
<br />SANDBAG FILLED WITH 60LBS MINIMUM
<br />DRY NIN CONNCSRETE
<br />TYPE
<br />(OR CONCRETE BLOCK, SAME AS TYPE ",A`)
<br />+-
<br />Y dpi "D"
<br />TYPICAL SIDE SEWER CONNECTIONS
<br />NT
<br />C
<br />r—
<br />g
<br />9
<br />U
<br />yy.w.pp
<br />SHALLOW (LESS THAN 6' DEPTH AT PROPERTY
<br />LINE)
<br />?. CONNECTIONS TO EMSTINiG CONCRETE
<br />SEWER MAINS SHALL BE MADE PER
<br />STANDARD DRAWINGS 612 &. 613 OR BY'
<br />APPROVED iv€ANUFAC7URED CONCRETE TEE.
<br />4. SEE STANDARD DRAWING 604, TWHEP,E RING
<br />AND COVER INSTALLATIONS ARE SHOWN FOR
<br />PAVED AND UNPAVED AREP6, FIELD
<br />CONDITIONS WILL DICTATE WHICH
<br />INSTALLATION €S APPROPRIATE.
<br />5. CONNECTIONS TO EXISTING HOPE SIDNER
<br />MAINS SHALL BE MADE F'ER STANDARD
<br />DRAkrV`ENG 612 OR StDE-WALL FUSION.
<br />CITY OF EVERETT
<br />AKPUBLIC WORKS DEPARTMENT
<br />rr sirair; Ii2;�311rE'D1&
<br />TYPICAL SIDE SEWED
<br />CONNECTIONS I�602
<br />„
<br />TYPE A, B, C, & ID f
<br />NOTES
<br />1. W = itirlAnlhlrtE3'Il+iWf TH OF TRENCH. FLOP PIPES IS"
<br />OR LESS IN DIA irA,"- 40" FOR PIPES 8" OR G?IREATER
<br />Is N=1.5 X LID. + 18'% PIPE MUST BE CENTERED IN
<br />TRENCH.
<br />2. ALTERNATE SLO PING TRENCH 01ALL TO MEET
<br />O.S,r[ A, REQUIREMENTS (NO SLOPES STEEPER, THAN
<br />1:1 EKCEP T FOP, ROCK))
<br />3. SUITABLE NATIVE MAT ERIALO R IMPORTED GRAVEL
<br />BORROW AS DIRECTED. COMPACT TO 90
<br />MAMMUNI DENSFIY.
<br />4. FOUNDATION GRAVEL IF REQUIRED BYTHE
<br />ENGINEER TO REPLACE UNSUITABLE MA71 ERIAL.
<br />SHALL BE FOUNDATION tVIATERiAL CLASS A, B OR AS
<br />APPROVED BYTFIE ENGINEER,
<br />5. FOR ADDITIONAL CONIPACTtO N INFORMATION SEE
<br />STANDARD (DWG 615,
<br />6„ IF DIRECTED BY THE ENGINEER THE TCsP`fHREETO
<br />FIVE FEET OF BACKFI4_LSHALL BE IMPORTED GRAVEL
<br />BORROW ORSUITABLE 'NATIVE MATERIAL
<br />COMPACTED TO 95% MAXItVUMI DENSITY.
<br />.. SEE CITY OF EV'ERETT STANDARD L3`wV+G 326 FOR
<br />PAVEMENT PATCH DETAILS:
<br />& VERTICALTRENCH WALES WITH SHORING TO
<br />CONFORM TO O.&RA, REGULATIONS.
<br />9, SUBGRADC OR GROUND SURFACE IN NON -PAVED
<br />AREAS;
<br />10EXCAVATED NATIVE MATERIAL OR STOCKPILED
<br />B,ACKFILL MATERIAL.
<br />11. FOR ALLTFRENCH6NGTRANSVERSE TOTHEROADWAY
<br />BACKFILL ABOVE THE PIPE ZONE SHALL BE
<br />CONTROLLED DENSITY FILL, SEE SECTION 3-9.6 &
<br />3-20,10F THESE STANDARDS.
<br />12. FOR UTILITY CUTS SUCH AS GAS;, TELEPHONE,
<br />POWER, AND (ABLETVLONGITUDINAL f THE
<br />ROADWAY, BACKFILL SMALL BE CONTROLLED
<br />DENSITY FILL, SEE SECTION 3-9.5 OF THESE
<br />STANDARDS.
<br />iCITY OF EVERETT
<br />6" GASKETED
<br />CAST IRON BOLTED RING &'.:01VER
<br />SPIGOT CAP
<br />TYPE 1 & 2 (SEE NOTE 51.
<br />OR
<br />MEC "IAC,IeCA%
<br />PLUG
<br />_
<br />PROPERTY LIME
<br />OR RIGHT-OF-WAY
<br />l`f TY P
<br />PAVED SURFACE
<br />I,.
<br />30" SQTYP.
<br />SEE ST ANNDt'}eRD
<br />DR,s1VA,FII',NG 602
<br />TYPE
<br />PAVED AREAS
<br />6" GaA P 4
<br />u' GA KETED
<br />SPIGOT CAP OR
<br />MECHANICAL
<br />PLUG T YPE T
<br />n U k cn
<br />CONCRETE COLLAR SEE NCB.
<br />(COMMERCIAL CGNNC) TVP. 6 AN
<br />12" DIA PVC SLEEVE
<br />:lPF TYPE &2
<br />SEAL ANNULAR SPACE
<br />WITH FIBER JOINT
<br />PACKING OR URETHANE
<br />FOANI TYP. �TYPE 1 &
<br />PERMANENT INSTALLATIONS
<br />RKEIR (NOTE gib)
<br />SEE S,TID
<br />DETAIL 6C42 J
<br />TYPE
<br />UNPAVED AREA
<br />TEMPORARY INSTALLATION FOR NEW DEVELOPMENT
<br />_ANDSCAPEID OR
<br />.1NPAVED SURFACE
<br />SEE STANDARD
<br />DRAWING 602
<br />TYPE
<br />UNPAVED AREAS
<br />SS BOLTS
<br />22 7 fS' MIN
<br />PLAN SECTION
<br />1'2" CAST IRON LTE RING AND COVER
<br />(SEE NOTE 5)
<br />SEWER CLEANOUT
<br />;I; f
<br />��-
<br />k I �'
<br />■
<br />STAND.IARDTRENCH SECTION
<br />SEE S'ANLDAR3 DRAWING 614
<br />NOTES
<br />1, CLEAN -OUT PIPE AND FITTINGS SHALL BE PVC,
<br />ASTM D3034, SDR 95 OR A`,1xVlr' A C900,
<br />2 A SANITA,RYT EE MAY BE INSTALLED IN LIEU OF A
<br />'RYE AS SHOWNI. S T R,AIGHT TEES ARE NOT
<br />ACCEPTABLE.
<br />3. SEWER STUB WILL BE EXTENDED 10' BEYOND
<br />PROPERTY LINE TO PREVENT DAMAGE TO
<br />CLEAN -OUT AND rMtNtMIT.E CONFLICTS 1A"@ T H OTHER
<br />UTILITIES NN HEN SERVICE TO BUILDING IS
<br />INSTALLED,
<br />€R. TYPE 3-TEMPORARY INSTALLATIONS aNS (NEW
<br />DEVELOPMENT) SHALL HAVE A PRESSURE T PLATED
<br />2"X4" STUB MARKER THAT EXTENDS DOWNS TO A
<br />NUN OF 24" BELOW GROUND. ,A MIN OF 36" SHALL
<br />EXTEND ABOVE GRDC UND. STUB MARKER SHALL RE
<br />PAINTED WITH WH4TE TRAFFIC PAINT. THE WORD
<br />"SEWER" AND THE DEPTH IN FEET FIRON/I GROUND
<br />SURFACE TO SEWER STUB PIPE INVERT SHALL BE
<br />PAINTED ON THE (MARKER WITH 3" HIGH BLACK,
<br />PAINTED LETTERS,
<br />CAST IRON BOLTED RI'NNG AND COVER SHALL BE
<br />EAST JORDAN IRON WORKS NO. 3660CRT OR
<br />EQUAL.
<br />6, RING AND COVER INSTALLATION IS SHOWN FOR
<br />PAVED AND UNPAVED AREAS, FIELD CONDITIONS
<br />WILL. DICTATE WHICH IN.STALLA"G'ION IS
<br />APPiROPMA T E.
<br />T RING AND COVER WITH CONCRETE COLLAR MAY BE
<br />PLACED AT GROUND SURRFACE. PI UNPAVED AREAS
<br />IF DESIRED,
<br />FM E-rF PUBLIC WORKS ,DEPARTMENT
<br />sass na�,, f>I�a r,.ta°arCie�ra ,:;e�rGN3/aLI/201
<br />SEWER CLEAN -OL T
<br />TYPE 1, 2,3 tic E.2" CAS7 IFICINI 604
<br />RING & COWER
<br />LIMITS OF TRENCH
<br />1+" = M,AX,IIv1L3M WIDTH ICI`TRENCH', FOR PIPES 15" OR
<br />LESS IN DIAMETER W = 40". FOR (PIPES 18" OR
<br />GREATER W = 1 1/2 x LID, F IS'% PIPE ('~MUST BE
<br />CENTERED IN TRENCH.
<br />MATERIALS
<br />PIPE BEDDING MATEIRIAL. SHALL BE CRUSHED
<br />SURFACING BASE, COURSE CIONNFCRMIN G TO SECTION
<br />9-05,9(3) OF THE STANDARD SPECIHCATIONSS FOR
<br />ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION
<br />WSDOT/A:PWA.
<br />OPTIONAL PIPE BED INNG (`f O SPRINNG-LINE) FOR I IPE
<br />15" DIA AND LARGER: PEA GRAVEL OR 3 4" CLEAN(
<br />ROCK CHIPS AS APPROVED IN ADVANCE BY ENGINEER,
<br />OVER EXCAVATION AND PLACEMENT OF FOUN DA T ION
<br />MATERIAL, IF REf UIRED SHALL BE FOUNDATION
<br />MATERIAL CLASS A OR B CONFORMING TO SECTION
<br />9-03.17 OF THE STANDARD SPECIFICATIONS FOR, ROAD,
<br />BRIDGE AND MUNICIPAL CONSTRUCTION
<br />U'a6E«DOT/APYVA.
<br />
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