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#4 BARS
CUT PIPE
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81.90'x- 1
FINISH SMOOTH WITH CLASS C MORTAR
...
6" 6" MINIMUM OVERLAP
N EACH PIPE
SECTION A --A
CON"RUCTION INDEX
OAC PAVING AND BASE PER STD. PWrI N0. 1001 (SEE CONSTRUCTION NOTE 2 DWG C-2)
O8" CURB &GUTTER PER STD. DETAIL 10
3Q CONCRETE SIDEWALK
�4 18" RCP STORM DRAIN D-3000
OCURB INLET PER STD DETAIL 121 (10' WIDE OkFtIN6)
O6 CONCRETE lUfr---�^^---�--
O7
MATCH EXISTING - , --
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O8 2" RIGID METAL CONDUIT
O 3" RIGID bfEl'lVL CONDUIT
O9
PROTECT TREE IN PLACE; CONSTRUCT 4x 4' TREE WELL (SEE DRAWING L-3)
@PROTECT IN PLACE C
@EXISTING CONCRETE CURB
t2 EXISTING 8" CONCRETE CURB & GUTTER
13 EXISTING DRIVEWAY
14
EXISTING TRAFFIC SIGNAL BULL BOX
15
EXISTING 18" CMP STORM DRAIN
16
RELOCATE/ADJUST TO GRADE EXISTING STREET LIGHT
17
ABANDON EXIST CONDUIT
18 PULL6QX PER 57D. DETAIL 143
19 CRSS GUTTER PER gfiD DETAIL 104 (MODIFIED AS INDICATED)
2U INSTALL NEW CONDUIT INTO EXISTING PULLBQX
?T REMOVE EXIST PULLBOX
7+39.98 SIERRA AVE? =11 t
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