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<br />Bockfill with materials equal to or
<br />better than the existing pavement
<br />In quality and thickness.
<br />Existing P
<br />E o 61- Compact In 12" max. layers
<br />•,'„ 6"Min. ie to a min. relative compaction
<br />(TYR) '� of 95%funder pavement and
<br />shoulders, and 90% — — -
<br />-_ outside shoulders. — — —
<br />— — Compact in 24"max. layers
<br />to a minimum
<br />O• — relative compaction O
<br />a of 85 %.
<br />cj Compact in 6" layers -
<br />10" 0. D. 10 to a minimum
<br />Min. Min relative compaction Min Min.
<br />0. D.* 20" Min. of 90 y"' 0. D. * 20" Min.
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES:
<br />I. Relative compaction of materials shall be tested by the State of California,
<br />Dept. of Transportation Testing Manual, test method No. California 216 or 231.
<br />2. All existing pavement shall be neotly cut to line prior to trench excavation.
<br />3. Jetting or podding wit be permitted within the street Right of Kray with 3 year bond.
<br />4. ¥ When shown by soil composition and compoctibility, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />DETAIL (A
<br />WELD 6 9RIND-�V14" GALV, PLATE
<br />EDGE OOTH
<br />COMBINATION SM •_-. 61 0 HOLES
<br />AIR RELEASE - EOWLLY
<br />VALVE • SPACED
<br />ASSEMBLY
<br />(APCO1430) 2" 11O4¢E TEE
<br />at BRASS
<br />PWG
<br />TACK WELD,
<br />TEST DRAINS ( HUT TO
<br />VALVE 1/2' 3" X 3"X 1/4%V2" S.S. BOLT
<br />I.P.T. X 3/4" I
<br />H.T. - T 3/16 WALL
<br />Y
<br />1"X 2" REDUCER I6"/ STL. PIPE
<br />WHERE 4
<br />REQUIRED - -20 &ALL WLVE
<br />" Y--
<br />ANCHOR
<br />4 REQUIRED •'•.':'• '
<br />'+ !:Se.(SEE DETAIL '
<br />�— •,I•- -•tomAT RIGHT) 1/2" / X 6"LG.
<br />BRASS NIPPLES \_2" SAND
<br />2" SERVICE LINE 6"x 24" x 24"
<br />CONCRETE PAD. ,',•;
<br />/ ELEVATION ANCHOR DETAIL
<br />-7 7" SERVICE LINE
<br />USE COPPER
<br />2 1/2" x 2" NYLON BUSHING I PIPE AND
<br />. PIPE BRASS RTTIN
<br />0.1
<br />IN THRUST
<br />BLOCK
<br />A.. v'' . �.. THRUST
<br />BLOCK
<br />IERVICE LINE
<br />;ONZE DOUBLE STRAP
<br />ERVICE CLAMP
<br />D. I. PIPE
<br />�•'::. C. I. CAP POLYWRAP
<br />f:
<br />CONNECTION AT END CONNECTION AT HIGH
<br />OF MAIN LINE POINT OF LINE
<br />NOTES
<br />I. Assemblies installed at Easements, Roads and Streets without curbs shall be
<br />protected with guard post.
<br />2. Post consists of 6' length of 4" 0 Std. Wt. pipe filled with grout and set 3 below
<br />grade in 16" O.D. cone. base. Position posts 2' in front of and 2.5' each side of
<br />assemblies. Crown cone. base of top to shed water.
<br />-AIR - VAC RELEASE V,&-%`L\/E_
<br />FOR ALL STREET
<br />LOCATIONS
<br />2" Asphalt Conereb,\
<br />Extensions
<br />Cast Iron Lid
<br />wv2nallle-proof, machined
<br />sealing surface
<br />14k s" i
<br />Grade
<br />Ift `FUH UFF STRIFE
<br />LOCATIONS
<br />Concrete Base to be
<br />around Valve Box.
<br />Concrete Base not
<br />necessary when Valve
<br />Box is located in back
<br />of sidewalk.
<br />NOTES:
<br />I. Valve box and Lid shall be Christy No G5, Brooks No1RT or 4 -TT, or equal.
<br />2. All Lids and Grade Rings shalt have machined seating surfaces.
<br />3. Extensions shall be as manufactured for the Valve Box supplied or Pipe of correct
<br />size can be used.
<br />LE
<br />GLOBE VALVE EACH END
<br />_.E52�D
<br />WATER LEVEL
<br />51GHT GLA55 W/
<br />METAL SHIELD
<br />DETAIL K
<br />NO SCALE
<br />THRUST BLOCK DETAILS
<br />45• Max,
<br />to
<br />+t+ F-1' Min, -i
<br />f TYPICAL SECTION THRU
<br />TEE OUTLET DEAD END THRUST BLOCK
<br />CAST IRON BEND
<br />DETA
<br />W/ Wa�sNERs
<br />3pX I/Zf P.r�f(oM
<br />NOTES: I. All thrust blocks shall be poured
<br />against undisturbed soil and shall
<br />be Class "B" Concrete.
<br />2 Thrust block dimensions were
<br />calculated to allow a soil
<br />bearing value of 1,000 pounds
<br />per square .foot.
<br />C
<br />-3'I><I�2" TOP 6iNb
<br />.I
<br />i/2'I?4-. VCr-T, 5111°P�T
<br />g 01,4r P.& -GI'
<br />(011 X I/f,` X 1'-4 0 hDSB
<br />P1NIaN G��-I�p�
<br />=�, ���'�' x I' -o err ►�:
<br />W/ ��uNc1 NLlrs
<br />_PIPE SUPPORT DETAIL
<br />o �G�-1,
<br />12 TRENCH W/DTH 12"
<br />Ca/VFO,EM To
<br />,EX'/ST/.VG PA(1EME1<1T 2 "AC 0VE)e COMPACTED
<br />SEDT/o/t/ (TY/P/CAL) AT/VMATE�2j�/ALS
<br />— —— SEE I DETAIL
<br />PAVEMENT PATCH DETAIL
<br />No SC-AI.E
<br />Variable I'
<br />I 3
<br />rc
<br />I
<br />THRUST
<br />BLOCK
<br />DIMENSIONS
<br />N7
<br />FITTINGS
<br />A
<br />B
<br />FITTINGS
<br />A
<br />8
<br />6" LINE
<br />J
<br />am
<br />10" LINE
<br />Break -Off Joint
<br />22 1/2'
<br />I' - 6"
<br />I'- 6"
<br />22 1/2"
<br />3'- W
<br />2'- 0"
<br />45"
<br />2 - 0"
<br />2'- 0"
<br />45"
<br />4'- Cr
<br />3'- 0"
<br />90•
<br />-7-- �O
<br />--Y- 6
<br />900
<br />5'-6
<br />4-0
<br />TEE OUTLET
<br />3' - 0"
<br />2 - 0
<br />TEE OUTLET
<br />4' -0
<br />4' -0
<br />DEAD END
<br />S-0"
<br />V-0
<br />DEAD END
<br />4'-0
<br />4'-0
<br />8" LINE
<br />12 LINE
<br />221/ "
<br />2'-0"
<br />2'-0"
<br />22 1/20
<br />3'-0"
<br />3'-0"
<br />45"
<br />3-0"
<br />2'-6
<br />45"
<br />4-6
<br />4-0
<br />900
<br />4'-0"
<br />V-6"
<br />9 •
<br />8'- "
<br />4'-0"
<br />TEE OUTLET
<br />3'-6
<br />3'-
<br />TEE OUTLET
<br />5 -6
<br />—6r--
<br />4'-0
<br />DEAD END
<br />3' - 6
<br />3 - 0
<br />DEAD END
<br />6
<br />4 - 0
<br />DETA
<br />W/ Wa�sNERs
<br />3pX I/Zf P.r�f(oM
<br />NOTES: I. All thrust blocks shall be poured
<br />against undisturbed soil and shall
<br />be Class "B" Concrete.
<br />2 Thrust block dimensions were
<br />calculated to allow a soil
<br />bearing value of 1,000 pounds
<br />per square .foot.
<br />C
<br />-3'I><I�2" TOP 6iNb
<br />.I
<br />i/2'I?4-. VCr-T, 5111°P�T
<br />g 01,4r P.& -GI'
<br />(011 X I/f,` X 1'-4 0 hDSB
<br />P1NIaN G��-I�p�
<br />=�, ���'�' x I' -o err ►�:
<br />W/ ��uNc1 NLlrs
<br />_PIPE SUPPORT DETAIL
<br />o �G�-1,
<br />12 TRENCH W/DTH 12"
<br />Ca/VFO,EM To
<br />,EX'/ST/.VG PA(1EME1<1T 2 "AC 0VE)e COMPACTED
<br />SEDT/o/t/ (TY/P/CAL) AT/VMATE�2j�/ALS
<br />— —— SEE I DETAIL
<br />PAVEMENT PATCH DETAIL
<br />No SC-AI.E
<br />Variable I'
<br />I 3
<br />rc
<br />I
<br />NOTES:
<br />I. Fke Hydrants shall be placed with *4" outlet facing
<br />directly towards the Offset.
<br />2. Fire Hydrants shall be clean and free a( concrete.
<br />3. Firs Hydrants to be American Darling Model B-628, Dresser M 6 H Style 929
<br />"Reliant", Mueller "Centurion or "Modern Centurion", or approved equal (2-21"
<br />d 1.4" outlets)
<br />Or other size as required by the local Fire District.
<br />4 All Hydrants shat be painted OSHA safety yellow or as
<br />required by local Fire District.
<br />DETAIL
<br />P�vE1,
<br />EN vGu r 1/`f-r"-MwCol-PFS -f11 P e_
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<br />d(LOp� VI-L�/E -�orMJE��IorJ
<br />GENE No.l2q�1
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<br />� Vr•WE ��. N 1.� •
<br />71�p111 �I►
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<br />No 2
<br />Ezc ate: 2/93
<br />DETAIL ''HIV
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<br />Valve Box, Frame and Lid
<br />N7
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<br />Rotor to Improvement Standard
<br />No. E-2
<br />W
<br />W
<br />Y
<br />J
<br />am
<br />Break -Off Joint
<br />0
<br />a
<br />Z
<br />2"above Wa1e1d Ilne�
<br />�
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<br />m
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<br />Water Main
<br />Concrete Anchor Block
<br />Q
<br />T
<br />to"I-
<br />2
<br />Z
<br />;
<br />o
<br />6"a Pipe
<br />2
<br />O
<br />Q
<br />areae y ,ng_
<br />Fl d b R' Tits Adapts
<br />•
<br />"I
<br />y
<br />Cont. Thrust Block-
<br />(As Required)
<br />Cone. Thrust Block-
<br />h"„I
<br />Ref or to Improvement
<br />6" Flanged or Flanged by
<br />Refer to DETAIL Q
<br />Standard No. E-3
<br />"-Tits Gote Valve.
<br />v
<br />\Tifco No. II Tee or Equal.
<br />NOTES:
<br />I. Fke Hydrants shall be placed with *4" outlet facing
<br />directly towards the Offset.
<br />2. Fire Hydrants shall be clean and free a( concrete.
<br />3. Firs Hydrants to be American Darling Model B-628, Dresser M 6 H Style 929
<br />"Reliant", Mueller "Centurion or "Modern Centurion", or approved equal (2-21"
<br />d 1.4" outlets)
<br />Or other size as required by the local Fire District.
<br />4 All Hydrants shat be painted OSHA safety yellow or as
<br />required by local Fire District.
<br />DETAIL
<br />P�vE1,
<br />EN vGu r 1/`f-r"-MwCol-PFS -f11 P e_
<br />N
<br />d(LOp� VI-L�/E -�orMJE��IorJ
<br />GENE No.l2q�1
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<br />71�p111 �I►
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<br />�KDoh 1
<br />No 2
<br />Ezc ate: 2/93
<br />DETAIL ''HIV
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