HomeMy WebLinkAbout1470-6JCAL
M�CRLL�� AVE.
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MMPACTIDM
BASIN h-% FLDDR
SECTIM 3-5
N.T. S.
CONSTRUCTION
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NOTES
0
CONST.
6" CURB AND GUTTER PER STD. 101.
0J
CONST.
4" P.C.C. SIDEWALK PER STD. 104.
0
CONST.
6' WROUGHT IRON F -NCE WITH CONC. BLOCK PILASTERS.
t
10
CONST.
P.C,,C. GUTTER PER DETAIL ON SHEET 6.
11
CONST.
JUNCTION STRUCTURE PER STD. 123.
17
CONST.
6" TO 9" GROUTED RIPRAP OUTLET
2 0
CONST.
INLET STRUCTURE PER DETAIL ON THIS SHEET_
21
CONST.
24" R.C.P. D-LOAD=2000.
2 2
CONST.
CURB INLET PER STD. 121.
23
CONST.
1.8" R.C.P. D-LOAD=1350.
.S'TI�
25
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AID. / 3/C), 5
H6R1Z. RRAIF. # 4 VERT. RVAIF. ' # 4-
BARS @ 12' D.C. AS SH'a
•
2
4„
�i
T
14.251Z"!LR
ARE OBTAINED BY A INL ET STRUCTURE DETAIL
AS SHOWN ON
SHOWN ON THESE M. T 47.
.S. CONDUITS. OR CDAIC. SlWcIC 8E e6fW "41
REBAR = 6PAUE 40 BILLET STEEL
W= /10'
22'
IAJFLDW PRDFJL E
7' 1,2'
� M
/Yl/CA�CFF AVE. 1/4'.
. •.
90% CAAW cTION M
D. 4°l SL.DPE
M
22'
JNFL DW PROF/L E
vH71N rL- uur%
1411 14.Zr. lL+��
Al. T. S.
2.Z5" 11oLD" 1,4=31 IDU '
24" R.C.P.
D UTFL D W PROFI L E
N.T.S.
A 5'
SECT/DIV A -A
P. C. C. 6U T T ER
N.T.S.
31