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HomeMy WebLinkAbout1903-D I 1 S i ' S I FINtISHED SURrAC i ' r OVER PIPE t N 1 480 ! i 100 YR. WS 1 ANNA gw0.010 I La? ggrn� Cx a)Ui r i M r t U I 1I! 1 �D 1 470 _ _.. _ t +n 1 _ Otp r i I t I O8 } .IDIN EXISTING ! N M S i LATERAL A 2A ♦ O i Lj ! ! F I S i j i 460 I { * P a 8 HYDRAULIC DATA 8 i l a Q100 =22.6 CFS d j 0-m +� V =10.3 FPS t , ! � _ o too $ 110 VERIFY f f PRIOR TO BEGINNING I I CONSTRUCT 208.00 LF r i CONSTRUCTION t r E 30'RCP - 1500 D j PROFILE SCALEsLAl`ERAL A-2A _ i HORIZON. 1"=40' LATERAL Azts VERT. 1"=4' (EXISTING) PLANSCAL-E10+00 11 +00 12+00 13+00 1"=40' CONSTRUCTION NOTES b -4 - W 51 CONSTRUCT M.H. NO. 1 PER CITY STD. 318. Q © INSTALL 0 RCP, 1500 D t CONSTRUCT C.B. PER CITY STD. 300 REMOVE EIISTING STORM DRAIN O Z m ®5 CONSTRUCT CONCRETE COLLAR PER CITY STD. 329. IltttA j i Wtiter all, ' Q LTJ 5 _ U Qf IQ M r Q EXISTING STORM DRAIN PER RANCHO ETIWANDA STORM DRAIN PLANS-LAT. A-2 g DWG. NO. 1803-D ,� 1' 9'19° W 103.07' B NC-IX °'a`Z'• o c, ---- --- ---- -- 9�O SCALE 1"=40' 51 v .k Uj I C> r-5 DESCRIPTION OF REVISION DATE CITY APPROVED: 1 t - CITY OF RANCHO CUCAMONGA CURVE TABLE STORM DRAIN PLAN FOR # A R L T A 43° 09 '33' 22 : 50 ' 16 : 95 8 : 90 ' LATERAL A- 2B B 50°24 ' 01 ' 22 . 50 ' 19 . 79 ' 10 , 59 ' TRACT NO. 16306 APPROVED BY DATE-//( LATERAL A-2B CITY ENGINEER RCE NO 24953 t�OF ESS/p �<) �9� CITY OF RANCHO CUCAMONGA DESIGN ,= MOR5E 17320 ReAM Ave. RECCQJ E. ED �Q Cn Suite JSO oy�P Fye y� BENCHMARK NUMBER 10071 R.A. U O K t e N Irvine,CA 92614 !/// No. 052496 m ELEVATION : 1446.270 IJI Voice:949251-8821 m SET 2" BRASS DISK IN CONC.WALL STAMPED DRAWN ', scNuiT: FAX: 949 251-0516 SHEET oc Exp. 12-31-06 "CITY OF RANCHO CUCAMONGA BM 10071 1987" P.S. P L �I NERS ENGINEERS SURVEYORS 3 3 C/VEL �* ON NORTHERLY SIDE OF HIGHLAND AVENUE 1 OF 9TFOf- w_\F 100 FT. EAST OF HANLEY AVENUE, CHECKED 52496 DRAWING NO. RCE NO 8 FT. NORTH OF GUARD RAILING E.L. DATE V a FILE NO r 3 - PROJECT SFEET NO OF 50206/IMPLANSI/SIP03 1-15-03