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REINFORCED CONCRETE PIPE
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LOS ANGELES COUNTY DEPAR.MENT Or . LELIC WORKS
PIPE BEDDING IN TRENCHES �jQBaQ >.2
CHAIN LINK FENCE AND GATES
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
TYPICAL ELEVATION SINGLE ORALN } c a c
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R.C.P. COLLAR DETAIL a SAN BERNARDI„NO COUNTY
FLOOD CONTROL DISTRICT
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STRUCTURAL ANALLA s
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DIMENSION
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1 SECTION B—B
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PLAN E,CEED sPs. A` ANGLE OF DIVERGENCE DR CONVERGENCE e SHALL NOT
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P E EMBEDMINEII EUT DEPIHD (P) PERECTrBDr wNTu SITS PLAN �No
T AAC AND THEP DCPPE SZE INGIAND ON PLAN.
F� SPEC F CAT ON FOR THE PPE SFEE ZE NPOETED DN vIAN T� PER MPNUFACTURER
L LEV TA /2 C
fi®R�DG NHDAIL NATE 1112� CLEAR OFALL CONCRETEF011 TO SURFAC DN S OTHERWSE
FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE.
SECTION A —A B. IRANsl ON ARUCTURE SHALL BE POURED IN CNE CONTINUOUSTHAT THE CONTORCTOR SHALL HAVE THE OFTION OFN OPERATION.
E,CEUT AT THE
SPEND LINE A CONAPRUCTION JOINT LONGITUDINAL KEEWALL
6. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTON OF
IN THE -GLE IN ANT OF GNNTANA AD PLAN NO 1111
TRANSITION STRUCTURE
SINGLE RCP TO DOUBLE RCP
(MODIFIED GREENBOOK STANDARD PLAN 343-2)
HMONARCH HILLS TM 20010 H REFERENCED STANDARDS