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STORM DRAIN CONSTRUCTION NOTES - m t N 0 jI /
EX15T. 12 /VATFRLINE TO BE LOWS EO PRIOR TO STORM DR. COt167' 3 ¢O.8
& ESTIMATE OF QUANTITIES
014
tq CONST. 18 R. C. P. STORM DRAIN. 63.8 [.F
3o CONST. 24" R. C.P. STORM DRAIN. 3o.7[.F I �. \� /
(3/ f--- CONST. 27" R.C. P. STORM DRAIN. _ 39.oc.F 1 �;1j� - ` L I / /s t \� „} -•Z •. \ \
32 CONST. 54" R.C. P. STORM DRAIN. ,, 1 TT I , 4 I F.
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33 CONST. 60" R.C.P. STORM DRAIN. t33C.F. ' '' ` `' I � � I �/ I �� I t ' '? \ /
34 CONST. 66" R.C.P. STORM DRAIN. SZS•31"r I I I / ( / \ / r
315 CONST. 39" . C.M.P. STORM DRAIN. 7941f
4111
AL PO' L*O ]1/0 / _
0+00.00<Ex/sT. co-mc.
327+36.31�� CffANNEL)
36 CONST. REINFORCED CONC. COLLAR PER S. B. C. F. C.D. /EA . Q : AMBROSIA RD*
STD. NO. SP 167 . T
37 CONST. JUNCTION STRUCTURE "B" PER CITY OF � /EI< VALENCIA AVE. � W �
RANCHO CUCAMONGA STD. NO. 509 (L=12. 71 , E=9 . 71 ,
C=9. 61 ) . r ?
" � J
�—CONST. JUNCTION STRUCTURE "A" PER CITY OF /E-A
RANCHO CUCAMONGA STD. NO. 508 (L=4 . 5 ' , E=6 . 8 ' ,
Q �CNf1NGE0 PIPE SCAPE GLv G/NE A /O���B S�t
C=7 . 71 ) .
$ $ sc..gLE N /H=4o' D ESC R IPTI 0 N o f REVISION DATE APPROVE
39 CONST. JUNCTION STRUCTURE "A" PER CITY OF /EA � N
RANCHO CUCAMONGA STD. NO. 508 (L=4 . 11 , E=6. 55 ' , C[lf�VE DATA
C=7 . 5 ' ) . 8 � �,
8_— CONST. JUNCTION STRUCTURE "A" PER CITY OF /EA 0 R L T O '� NO CITY of RANCHO CUCAMONGA
RANCHO CUCAMONGA STD . NO. 508 (L=2. 8 ' E=5 . 0 ' ►- Q x
C=5 . 6 A=53'15102" ) . A /4 °o7 07" 90 00 22./8 ' //.15' t} n 41 CONST.CONST. l9ANHOLE "B" PER CITY OF RANCHO CUCAMONGA /EA B 46"00'00" 45.00 35.3¢' /$.64' � MASTER PLAN STORM DRAIN
STD. NO. 511 (L=13. 11 , E=11 . 1 ' , C=11. 41 ) . ,
42 CONST. 48" C.M.P. RISER AND DEBRIS RACK CAGE /�A C 79"40 's/" 45.00 62.69' 97•� -
PER DETAIL ON SHEET 7. BASELINE ROAD LI��� �- 1
43 CONST. CATCH BASIN #1 PER CITY OF / Eq, ���> /0� // � 09" 4S •00 / 8.00' 4 .O! '
RANCHO CUCAMONGA STD. NO. 502. ON
C4--CONST. LOCAL DEPRESSION PER CITY OF /EA BASELINE ROAD
RANCHO CUCAMONGA STD. NO. 518 - CASE A. APPROVED 8Y
�-- CONST. 24" TEMPORARY PLUG PER S. B. C. F. C.D. /EA ATE -ZT-
STD . NO. 176 A.
O-- CONST. 27" TEMPORARY PLUG PER S. B.C.F. C.D. /45 GTY ENGINEE RCE_No23889
STD. NO. 176 A.
4 CONST. . 54" TEMPORARY PLUG PER S. B.C. F.C.D. /EA DESIGN DOLE AND ASSOCIATES, INC. R �M NDED
STD. NO. 176. R. M. OF SAN BERNARDINO COUNTY y,
4- CONST. 66" TEMPORARY PLUG PER S .B.C. F. C.D. / CONSULTING CIVIL ENGINEERING � --
STD. NO. 176. DRAWN 545 NANDLANDAve., Glos SHEET
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