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3 ELEVATION
<br />INSTALLED ON ASBESTOS CEMENT PIPE,
<br />CAST IRON PIPE AND DUCTILE IRON PIPE,
<br />8
<br />- I
<br />CAST IRON MECHANICAL JOINT
<br />TAPPING TEE
<br />J
<br />Know
<br />o wa ,6 below.
<br />Call before you dig.
<br />TYPICAL SEWER
<br />ELEVATION
<br />INSTALLED ON ASBESTOS CEMENT PIPE,
<br />CAST IRON PIPE AND DUCTILE IRON PIPE.
<br />STAINLESS STEEL
<br />TAPPING SLEEVE
<br />NOTES
<br />1. STAINLESS STEEL TAPPING SLEEVES SHALL HAVE
<br />FULL CIRCLE SEAL,
<br />2, ALL TEES AND VALVES TO BE WATER TESTED
<br />BEFORE TAP_
<br />3. SIZE ON SIZE TAPS ALLOWED ONLY WITH NIJ
<br />'TAPPING TEES, ALL OTHER TAPS SHALL BE AT
<br />LEAST 2" SMALLER THAN THE EX15TING MAIN,
<br />4. BRANCH LINE SHALL BE RESTRAINED AS IF rA
<br />DEAD-END PER SECTION 5-13,
<br />CITY OF EVERETT
<br />*�PUBLIC WORKS DEPARTMENT
<br />r a @, H_ TI ` 1111Tnllviam 4ai3 Sij 30, 201cs'
<br />TAPPING TEES
<br />NOTES
<br />A. PVC SIDE SEWER. FOR REMAINDER OF PVC SERVICE
<br />SEE STD DWG 602,
<br />B. "INSERTA TEE" OR APPROVED EQUAL.
<br />C. EXISTING SANITARY SEWER MAIN.
<br />D. CORE DRILL EXISTING MAINLINE PIPE PER MFG'S
<br />SPECIFICATIONS.
<br />E. 35° MIN, 45- MAX
<br />SEE SHEET 604 I SEE SHEET 6044 . - �---- PROPERTY LINE
<br />CAR RIGHT-OF-WAY
<br />GRADE ELEVATION 1 TYP GRADE ELEVATION �M I
<br />L, I III 771117
<br />j r-
<br />� " 6" PVC ASTIM 1
<br />APPROVED
<br />— IINSTALLL
<br />SDR35 OR e
<br />j CAP NOT v COUPLING
<br />AWWA C9IT0
<br />;
<br />PLUG
<br />i 2A MIN, SLOPE
<br />"DEEP SOCKET" FITTINGS
<br />— EXISTING
<br />AT EACH END OF
<br />SIDE SEWER
<br />VERTICAL PIPE SECTION
<br />"GPK
<br />6" PVC ASTM D3034,
<br />PRODUCTS" OR EQUAL
<br />� ''' PVC SEWER MAIN
<br />5DR35 OR AWWA C900
<br />(SEE CONNECTION
<br />NOTES 3 )
<br />351IMIN
<br />a5"MAX
<br />PVC SEWER MAIN
<br />(SEE CONNECTION /
<br />12" X 1.2" CIP CONCRETE BLOCK. CONCRETE SHALL BE
<br />NOTES 2 & 3) '`
<br />COMMERCIAL CONCRETE MIX AS CALLED OUT IN
<br />WSDOT STD SPECS OR SANDBAG FILLED WITH 6OLI35
<br />MIN OF DRYMIX CONCRETE,
<br />TYPE "1A1"
<br />SEE SHEET 604 �w � SEE SHEET 6G
<br />GRADE ELEVATION
<br />I _ GRADE ELEVATION
<br />INSTALL CAP
<br />NOT PLUG � t
<br />6' PVC ASTM D3034,
<br />- APPROVED ; SDR35 OR AWWA
<br />% COUPLING C900
<br />r� r EXISTING
<br />PVC SEWER MAIN f r SIDE SEWER �
<br />(SEE CONNECTION 2 Q MIN. SLOPE
<br />6" PVC ASTM D3034, SDR35 m
<br />35QMIN OR AWWA C900
<br />— 45°MAX
<br />SANDBAG FILLED WITH 60LB5 MINIMUM
<br />TYPE 111311
<br />DRY MIX CONCRETE
<br />(OR CONCRETE BLOCK, SAME AS TYPE "A")
<br />ii
<br />a lly-1111i V_ x,■L T
<br />- i
<br />0FTOSCALE
<br />6" GASKETED
<br />SPIGOT CAP
<br />OR
<br />MECHANICAL
<br />PLUG
<br />TYPE 1&2
<br />1
<br />u CAST IRON BOLTED RING & COVET
<br />TYKE 1 & 2 (SEE NOTE 5).
<br />PROPERTY LINE'
<br />r OR RIGHT-OF-WAY
<br />TYP
<br />a PAVED SURFACE
<br />6" GASKETED
<br />SPIGOT CAP OR
<br />MECHANICAL
<br />PLUG TYPE 1 & 2
<br />:C"J
<br />t
<br />ar-P
<br />I J
<br />f
<br />CONCRETE COLLAR
<br />SEE NOTES
<br />"• {{
<br />~ I
<br />(COMMERCIAL CONC) TYP. 6 AND 7
<br />301, SQ TYP.
<br />SEE STAIt;DARI3
<br />12," DIA PVC SLEEVE
<br />DRAWING 602 t.4
<br />TYP. TYPE 1, & 2
<br />SEAL ANNULAR SPACE
<br />TYPE- I
<br />WITH FIBER JOINT
<br />PACKING OR URETHANE
<br />PAVED AREAS
<br />FOAM TYP, TYPE I & 2
<br />PERMANENT INSTALLATIONS
<br />STUB MARKER (NOTE 4)
<br />6" GASKETED CAP
<br />I
<br />-W.J".
<br />(NOTE 4)
<br />tD Fli
<br />SEE STD '
<br />DETAIL 602
<br />TYPE
<br />UNPAVED AREA
<br />TEMPORARY INSTALLATION FOR NEW DEVELOPMENT
<br />�Oo_
<br />1. PVC SIDE SEWER CONNECTIONS TO PVC NE1,
<br />MAINS SHALL BE FACTORY TEES.
<br />I
<br />2, TYPE A & E SHALL BE USED ONLY WHEN
<br />SEWER MAIN DEPTH EXCEEDS 15 FEET OR AS
<br />APPROVED BY THE ENGINEER, TYPE D SHALL
<br />APPROVED COUPLING BE USED WHEN EXISTING SIDE SEWER 15
<br />SHALLOW (LESS THAN v DEPTH AT PROPERTY'
<br />LINE)
<br />3, CONNECTIONS TO EXISTING CONCRETE
<br />— EXISTING SIDE SEWER SEWER MAINS SHALL BE MADE PER
<br />STANDARD DRAWINGS 612 & 613 OR BY
<br />APPROVED MANUFACTURED CONCRETE TEE.
<br />4. SEE STANDARD DRAWING 604. WHERE RING
<br />AND COVER INSTALLATIONS ARE SHOWN FOR
<br />PAVED AND UNPAVED AREAS, FIELD
<br />CONDITIONS WILL DICTATE WHICH
<br />`- SANDBAG FILLED WITH 60L.BS INSTALLATION IS APPROPMATE.
<br />MINIMUM DRY! MIX CONCRETE
<br />(OR CONCRETE BLOCK, SAFE AS 5, CONNECTIONS TO EXISTING HDPE SEWER
<br />TYPE "A`") MAINS SHALL BE MADE PER STANDARD
<br />DRAWING 612 OIL SIDE -WALL FUSION.
<br />TYPE "C"
<br />SHALLOW SIDE SEWER
<br />i a EXISTING SIDE SEWER
<br />APPROVED COUP LING
<br />_ w 6r"A " OR 6"IM" 5AN
<br />TEE{WYE
<br />35'MIN FUTURE DEEPER
<br />45"MAC SIDE SEWER
<br />CITY OF EVERETT
<br />-- SANDBAG FILLED WITH 60L 3S MINIMUM �
<br />DRY MIX CONCRETE " 6 T PUBLICWORKS EE 1 1 '
<br />(CAR CONCRETE BLOCK, SAME AS TYPE' A") Z_ " p
<br />S-.YntJ 5." L'r1�Al'J ti, t:IGa PAUi y1'ILHia i.l ,df{� 1`.2f 30J201l
<br />"" 1" T"PI-AL SIDE SEWER r„
<br />TYPE CONNECTIONS
<br />602
<br />LANDSCAPED OR
<br />UNPAVED SURFACE
<br />SEE. STANDARD
<br />DRAWING 602
<br />TYPE
<br />U N PAVED AREAS
<br />5S BOLTS
<br />0 101/2"
<br />1 f MIN
<br />18"MIN
<br />PEAK SECTION
<br />" CAST IRON BOLTED RING AND `OVER
<br />(SEE NOTE 5)
<br />NOTES
<br />1. CLEAN-CUT PIPE AND FITTING5 SHALL RE PVC,
<br />ASTM D3034, SOR 35 OR AWWA C900.
<br />2. A SANITARY TEE MAY BE. INSTALLED IN LIEU OF A
<br />WYE AS SHOWN. STRAIGHT 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 MINIMIZE CONFLICTS WITH OTHER
<br />UTILITIES WHEN SERVICE TO BUILDING IS
<br />INSTALLED.
<br />4. TYPE 3 TEMPORARY INSTALLATIONS (NEW
<br />DEVELOPMENT) SHALL HAVE A PRESSURE TREATED
<br />2"X4" STUB MARKER THAT EXTENDS DOWN TO A
<br />MIN OF 24;1 BELOW GROUND. A MIN OF 36" SHALL
<br />EXTEND ABOVE GROUND, STUB MARKER SHALL BE
<br />PAINTED WITH WHITE TRAFFIC PAINT. THE WORD
<br />"SEWER` AND THE DEPTH IN FEET FROM GROUND
<br />SURFACE TO SEWER STUB PIPE INVERT SHALL BE
<br />PAINTED ON THE MARKER WITH 3" HIGH BLACK
<br />PAINTED LETTERS,
<br />5, CAST IRON BOLTED RING AND CLOVER SHALL BE
<br />EAST JORDAN IRON WORKS NO, 3660CPT OR
<br />EQUAL
<br />6. RING AND COVER INSTALLATION IS SHOWN FOR
<br />PAVED AND UNPAVED AREAS, FIELD CONDITIONS
<br />WILL DICTATE WHICH INSTALLATION i
<br />APPROPRIATE.
<br />7, RING AND COVER WITH CONCRETE COLLAR MAY BE
<br />PLACED AT GROUND SURFACE IN UNPAVED AREAS
<br />IF DESIRED.
<br />z 7 CITY OF EVERETT
<br />'PM -PRE PUBLICWORKS DEPARTMENT
<br />INa SA5❑a+rJ viul`rr Na0vJ"liznn I es+i E?3/342E1%7
<br />SEWER CLEAN -OUT o
<br />TYKE 1, 2, 3 & 12" CAST IRON i
<br />RING & COVE
<br />j
<br />T
<br />Ni l"M
<br />Prp i of Title:
<br />EVERETT
<br />14241 NE WOOD INVILLE=DUVALL BOA®, SUITE 135
<br />WOODINVILLE, WA 98072
<br />Pro'ect No.
<br />1
<br />8heet Title:
<br />m O N��. E'a
<br />meµ' : � 1 � N
<br />DETAILS
<br />k�a e
<br />9
<br />T 5
<br />�t n
<br />NOT TO SCALD
<br />DATE: September 14, 2020 FILENAME: Q:\2013\2130309\10GCIVkCAD\2130309-SH-UTIL.dwg
<br />NOT TO SCALE
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