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No 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. \ / 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 .eEMo t/E exl-sr �O",P1.P EA. • G.F.B. i R-9-90 UPLAND CALIFORNIA 91786 �D OF-L7— ON .PE�cx,47E4-1 EX- 197' C'G'WO S /Z"W1'g7F,e G/iV� /o L.f HE C K E D ,P^H 1?d,4_ q Oro RCE No �� �\ . I`��c-�' RCE. No �¢� DRAWING N0. w H. H. OAT Y FILE No 839 /2ro - 722-5