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Top of pavement graft
<br />Precast reinforce concrete
<br />grade adjustment rings
<br />2", 3", 4" 8 6" sections
<br />oe required
<br />Cost iron Frame and Cover - refer
<br />i 10 Improvement Standard No. D-5
<br />6"
<br />Precast reinforced
<br />concrete Cone. ;=' Claim, t
<br />N
<br />All folate mortared and ..
<br />banded with. mortar on ^
<br />both interior and exterlar " s
<br />surfaces,
<br />Precast reinforced manhole '
<br />pipes, Class !Q, as required4'-0" o
<br />to obtain proper elevation
<br />sections.
<br />..: I
<br />.11
<br />,Class "8" Concrete for - 4 -
<br />10
<br />base. Pre- Cast hose
<br />may be used it approved
<br />by the' .Engineer.
<br />ELEVATION
<br />STORM SEWER
<br />MANHOLE
<br />*NOTE: A t-6" canorsfs' can may be used if opprased by tete Engineer.
<br />TYPICAL STORM SEWER MANHOLE
<br />NOTE GO&MAGTOR MAY AT ///9
<br />EXPEN5E EXGA DATE G" BELOW 711,-4-
<br />00770M
<br />HEBOTTOM O/= Tf/E P/PE IVIO REPL/aCer
<br />W/T/l _44//0 OR ACE9REGAr4r SU9A3E % "O"
<br />/N L/EU OF .3f/AP/A6 BD%TOM OF
<br />TRE/YGy To F/j P/PE BARREL ..-./O/NTS �- ��x A � o .nom
<br />✓'rYAGL � .S.'lAPEO //>' C/T/fER LASE. "p„ ,SHAPE BEIM/PKC
<br />Back1111 with molerioN "Wte a
<br />better than tin existing pavement BARREL 3G"�
<br />in quality ad thickness. ANO GAR6ER
<br />Existing pavement
<br />0 6" -- 6" MM. (Typ.) _ --
<br />,m -Compact In 12" layers
<br />• _ ----s to a minimum -- - - -.--_
<br />relative compaction -- - Y
<br />a
<br />--- C
<br />-- - — -Compact in 12" layers -- _
<br />to a minimum
<br />a relative compaction a
<br />----
<br />2 -Compact in 6" layers
<br />10° - 0. D. 10" to a minimum 10" 0. D. 10"
<br />x. x. relative compaction Iiiix•,
<br />0. D.+ 20" Mos. 'a/ 90 9L. 0. D. * 20" Mos.
<br />UNDER PAVEMENT OUTSIDE SHOULDER
<br />AND SHOULDER
<br />B
<br />I. Relative compaction of materials shall be tested by the Slots of California,
<br />Dept. of Public Works, Division of Highway, test... method No. Calif. 216,19T8 or 231, 1976,
<br />2. All existing pavement shall be neatly cut to line prior to french excavation.
<br />3. No jelling or Dancing shall be permitted within the street Right M Way.
<br />4. When shown by soil composition and compactibility, ninety percent (90%)
<br />compaction may be used, when opprov9d by the Director of Public Works.
<br />.5 TRENG///NG, OCOd/Nb, PLAGEMENj A/tD Q4CKf/GL oP PROP03G�0
<br />/MOROIlEMElYf3 SH9ll_ BE /N STR/Gj COlyl-Z�iC'MA/,,- W/TH
<br />MAN//�AGrtIREs MPEG/P/�/orfs, IN AaDrT/ory To THE
<br />SPeo/PiGATioNS �aR
<br />r///--1 j4W ,FLT,
<br />TYPICAL TRENCH BACKFILL
<br />STANDARD DETAILS
<br />1iD —3 MILES
<br />EQUALLY SPACED
<br />SECTION A -A
<br />t
<br />ATE _ FDR GR ,
<br />E
<br />LE
<br />SECTION B -B MANHOLE u PINhERTOH SECTION C -C
<br />A•GZh PRAMS A-Io8
<br />GRPT'E OR EeuPl..
<br />'
<br />NOTE t Frame and Cover shall be
<br />machined to assure Interchangeability
<br />and a close, quiet tit.
<br />MANHOLE FRAME COVER
<br />A
<br />4'A4 x.
<br />Typ. at each Pipe
<br />1
<br />1 t
<br />A
<br />PLAN
<br />SECTION A -A
<br />NOTES.
<br />1. Chane/ io be concrete, hand
<br />formed to match f/owline of
<br />through pipe, then trowelled
<br />smooth with no sharp edges.
<br />2. 4'sq. Box good fnr pipe up
<br />fn 4' die. , otherwise dimension
<br />5/711/ be the 5.7me 1s /1rgeSl"
<br />P�Pe •
<br />f'reazat Stlndard Mfinhole unit
<br />/
<br />to be constructed an trop of &5e
<br />.:
<br />+ 1
<br />SECTION a -a
<br />MANHOLE- INTERSECTION OF PIPES
<br />LARGER THAN 24" DIA
<br />2¢" PIPE
<br />P BEAK OI
<br />17r of PI
<br />PIPE<i WA
<br />THAN 2v}"
<br />Vo
<br />GOnGR�rE
<br />�1Z7'ply A- 025 PRp+ME
<br />ga e4gicT-a alZ Eau�r,
<br />SADDLE—TYPE CATCH BgSI N FOR
<br />PIPES SMALLER THAN 24'
<br />PINItER1on A-&252 FRAM j%
<br />A - IOB GRATO 09 EOWAI�
<br />L
<br />Z4" PIPE t t,ATERAi� 10" MIN,
<br />th
<br />! -
<br />PI -A R
<br />-- SMrwl"Mz "Mi 04,>
<br />(cI
<br />cf Atiy
<br />IV cone, 3"
<br />M E' Two r-EET MjmmI 4m 6Ebov✓ PlnjhHED ar��E
<br />IN NEW De V5-OPl`-1tN( IN Pq/_PTiNG t;71Z. 7 MAY PE
<br />I�EhS �fAN 21 WITFITHE APPROVAL OFTHE 1!Na1NEER.
<br />STORM DRAIN CATCH BASIN
<br />3' Opening ( See Note No 3)
<br />SECTION. A -A
<br />PIPES LARGER THAN 36" DIA.
<br />PLAN VIEW
<br />'d Storm Sewer stanbole.lesAr
<br />NOYeewnN Stamtderd No. D-1—
<br />to foundunea—�
<br />E• PAUL
<br />:lass "E" Concrete
<br />smooth all odges of pipe opeMng
<br />-•a Robors (typicil)
<br />¢' Dla.
<br />�---
<br />Still
<br />SECTION A -A
<br />PIPES 24" TO 3e DIA.
<br />NOTES
<br />1. The foundation shall be a minimum of 5' for 44" O.D. pipe and smaller.
<br />2. For pipe larger than 44"O.D., the foundation shall extend a minimum of 8" beyond each
<br />slide of the pipe.
<br />3. Opening to be 3' long x ( I.D. of pipe) wide , up to 36" I.D. pipe. For pipes larger than
<br />36" I.D. , opening to be 36" Diometor or Square.
<br />SADDLE -TYPE MANHOLE FOR PIPE
<br />24" DIA. AND LARGER
<br />SAN JOAQUIN' COUNTY
<br />MORRISON GARDEN STORM
<br />SEWER PROJECT
<br />STANDARD DETAILS
<br />TYPICAL FENCE
<br />POST
<br />LINE
<br />Id -o"
<br />GATE
<br />TYPICAL CORNER POST
<br />TYPICAL GATE
<br />Pnst to be Dlaced in 36 x 8 Das hole filled
<br />with concrete'.
<br />CHAIN LINK FENCE
<br />91NK-FIEFT0rl A ro25 FRAME
<br />P- 108 64 °rF_ OR FQWA1�
<br />Z¢" PIPE
<br />PjREaI� ONT TOP_
<br />OF PE
<br />It GIRouT Tc7
<br />% Fou n rATlon
<br />PIPEh 24P
<br />An>, LkRGER EA 51 DE
<br />U-Rhg IIF �j" MIN.
<br />cone, �
<br />'-Co MIN.
<br />NOTE: Wivrtt OF 6Ahe Ai am(4 PIPE
<br />3'TU' MIN, 5'-0" ON `IZ" PIPES
<br />AND LARGER.
<br />SADDLE—TYPE CATCH BASIN
<br />24" DIA. AND LARGER
<br />Associated
<br />GENERAL
<br />NOTES
<br />FABRIC
<br />— Cham link wire, zinc
<br />coated, no.9 gage
<br />woven in a 3-1/2"
<br />x 5-1/2" mesh.
<br />•t
<br />POST
<br />- Corner post to be 2-3/8" o
<br />Gate post to be
<br />2-7/8' O.D.
<br />Line post to be
<br />1-7/81' O.D.
<br />RAIL
<br />- Top roil to be
<br />I-5/8" O.D.
<br />WIRE
<br />- 7 gage coil spring
<br />bottom tension
<br />WIRE
<br />Post
<br />to spaced of 10 -Cly
<br />centers
<br />Pnst to be Dlaced in 36 x 8 Das hole filled
<br />with concrete'.
<br />CHAIN LINK FENCE
<br />91NK-FIEFT0rl A ro25 FRAME
<br />P- 108 64 °rF_ OR FQWA1�
<br />Z¢" PIPE
<br />PjREaI� ONT TOP_
<br />OF PE
<br />It GIRouT Tc7
<br />% Fou n rATlon
<br />PIPEh 24P
<br />An>, LkRGER EA 51 DE
<br />U-Rhg IIF �j" MIN.
<br />cone, �
<br />'-Co MIN.
<br />NOTE: Wivrtt OF 6Ahe Ai am(4 PIPE
<br />3'TU' MIN, 5'-0" ON `IZ" PIPES
<br />AND LARGER.
<br />SADDLE—TYPE CATCH BASIN
<br />24" DIA. AND LARGER
<br />Associated
<br />Engineers
<br />and
<br />Planners.ince,
<br />999 W. CENTER STREET, SUITE 1 MANTECA, CA
<br />95336 (209) 239-1308
<br />WARREN D. NOTEWARE, P.E. JAMES L. MESSINGER
<br />CnILL ENOIaen COMMUNITY PLANNER
<br />ERIC O. ELIAS, A.I.A. MICHAEL QUARTAROLI, L.S. DAN R. SCHACK, P.E.
<br />ARCiNTICT LAND SU WEY00t CIVIL ENGINEER
<br />DRAWN BY:
<br />W,
<br />JOE NO.
<br />100-56
<br />SHEET
<br />OF 4� SHEI
<br />
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