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EL -=1545-00 STA 8+13-21 LINE711 5 ol PI N -------- E;;L .4 O E:4 39967-31 4 VC r% I KI %1 X.- PVC < %P1 P, 11511 4S.Tf(f N=14 590-26 E= 14#286-97 BENCH MARK: NO. 61 5 b A � I b U I- bE AK I Wzi : 1HE BEARING OF N89930'06NE ALONG THE RAILROAD SPIKE AT INTERSECTION NORTH LINE OF SECTION 30, TOWNSHIP 1 NORTH RANGE 5 WEST SAN BERNARDINO qoFESS1 OF CITRUS AVE. AND LOS CEDROS AVE. IN POWER POLE NO. 9011E ON THE MERIDAN AS SHOWN ON RECORD SURVEY D . VIZ EAST SIDE OF CITRUS AVE. FILED IN BOOK 58, PAGE 5 OF RECORDS OF SURVEY WAS USED AS THE BASIS OF BEARING CD 'co FOR THIS MAP ELEVATION: 14 67 5 CD C55 1 /30/00 0 25 50 100 CIVIV "AS BUILT!'SEE SHEET 12 FOR CHANGE'S TO LINES JOHN Z3 Z4 Z51 WETLAND I I INVERT ELEV. AND 12m i.W. 2/4/00 OF C M. TETTEMER & A550CIATE5, INC. OUKEY DRAIN. A DIV15ION OF THE KEITH COMPANIE5, INC. ORR " S A ENGIHEERIMG - MAHAGEMErtT - PLAHHIHG FREVISIONS A OVAL E APPARAL DATE] 3151 Airway Avenue, 5ulte Q-1, Co5ta Me5a, California 92626 CONSTRUCT MANHOLE PER DETAILS ON SHEET 23 CONSTRUCT DROP—INLET MANHOLE PER DETAILS ON SHEET 23 CONSTRUCT WETLAND INLET STRUCTURE PER DETAILS ON SHEET 30. CONSTRUCT CONCRETE COLLAR PER DETAILS ON SHEET 21. CONSTRUCT REINFORCED CONCRETE OUTLET HEADWALL STRUCTURE PER DETAILS ON SHEET 29. CONSTRUCT LINE flZ" OUTLET PER DETAILS ON SHEET 19 CONSTRUCT WETLAND DRAIN INLET PER DETAILS ON SHEET 31. CONSTRUCT 12" DIAMETER PVC WETLAND DRAIN. CONSTRUCT JUNCTION STRUCTURE PER APWA STANDARD PLAN 332-0. NOTE: RCP TO BE MANUFACTURED TO PROVIDE 1.5" COVER OVER REINFORCING STEEL AS MEASURED FROM THE INSIDE SURFACE OF THE PIPE AND INSTALLED AT LOCATIONS SHOWN ON THE PROFILE. CURVE DATA NO. DELTA LENGTH TANGENT RADIUS I FORN 85-27'04"* 67-11 41-56 45.00. DRAWN BY: 19-32"22"' 76-73 38-74 225-00 SK 100*10"43" 78-68 53-80 45-00 STORM DRAIN SYSTEM 25040'21" 179-23 91-14 400-00 z: \ser v er \dg n\ o 79 - 4 1 sl\dgn\ sd9 W1 I I AS BUILT" DWG. FEB. 2000 C I TY OF FONTANA 9 CAL I FORN I A, TRACT N09 15908 DRAWN BY: SIERRA LAKES SCALE: SK INFILTRATION BASIN AND WATER Ow"ALITY WETLAND STORM DRAIN SYSTEM H: 1" 59 V: 1' 5 DESIGNED: DDV PLAN AND PROFILE9 LINE Z CHECKED: MPV BASIN 79 WETLAND 12 DATE: FEBRUARY9 1999 JOB NO. 9p P DWG. NO. SHEET NO. APPROVED i=losr CITY ENGINEER R. C.E. 25126 2666 1 1 OF 3 1 z: \ser v er \dg n\ o 79 - 4 1 sl\dgn\ sd9 W1