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DUE TO SLOPE GRADING -ADDED WETLAND DRAIN. REVISJONS NO. q64 00'46 GRA L_ LAYER co RADIUS 63*151 37" E= 3 13. 86 22. 50 #3 MED I AN 68-58 42-94 45-00 18*22145"l 28-87 14-56 90-00 16* 15 1 08 " 12-76 6.43 jj4 4=1 5 664 1 4 , t t% rn 0,25 '63 15 �s S .00 INV 8 56 E % ---- ------ 6 do 301 BASIN 5 X S 30 1 1,E ­ INSTALL FLAP BOT EL.=1580-00 LAKE 6+36.6 LINE 11 58 1 3 A 1 +08 :4 LINE T Ai 6+204 k N 159556-173 m z E 13M6. Po I 0 N 00 N=l 4800 -------------- --------------------- ----------- ......... - -------- t6 500 E=l 4000 ....... ........ ..... ---- --- .......... E =14000;t 914 ................ -------------------------- ---- ---------- ----- --- ----------­- ------- - ------------------------ - - ---------- --------------- ---- --- ------------- --------------------- ---------- ------- ----- -------.......... ------- ­,_,_,----­_ PLAN BASIN 519 WETLAND 6 - FAIRWAY 6 AS BUILT EXTEND S.D. PIPE Ek FLAP GATE 4 L.F. DUE TO SLOPE GRADING -ADDED WETLAND DRAIN. REVISJONS J. W. r->.\,/. '/-*O/ggl -le, �5�Rll 1 S OVAL DATE JAPP AL I DATE ??,OF S/ 521 6 30/00 _qc�lvlv CONSTRUCT MANHOLE PER DETAILS ON SHEET 23 CONSTRUCT DROP -INLET MANHOLE PER DETAILS ON SHEET 25 CONSTRUCT WETLAND INLET STRUCTURE PER DETAILS ON SHEET 30. CONSTRUCT 18" DIA. RCP PER PLAN AND PROFILE THIS SHEET AND BEDDING DETAIL ON SHEET 21. CONSTRUCT REINFORCED CONCRETE OUTLET HEAbWALL STRUCTURE PER DETAILS ON SHEET 29. CONSTRUCT 36" DIA. RCP PER PLAN AND PROFILE THIS SHEET AND BEDDING DETAIL ON SHEET 21. CONSTRUCT LINE "F5" OULTET PER DETAILS ON SHEET 18. CONSTRUCT FLAP GATE MOUNTING STRUCTURE AND INSTALL 18" DIAMETER FLAP GATE A CONSTRUCT WETLAND DRAIN INLET PER DETAILS ON SHEET 31. A CONSTRUCT 12" DIAMETER PVC WETLAND DRAIN. CONSTRUCT CLEANOUT PER APWA STANDARD PLAN 204-0. CONSTRUCT JUNCTION STRUCTURE PER APWA STANDARD PLAN 332-0. CURVE DATA NO. DELTA N= co RADIUS 63*151 37" E= 3 13. 86 22. 50 34 68-58 42-94 45-00 18*22145"l 28-87 14-56 90-00 16* 15 1 08 " 12-76 6.43 45-00 4=1 5 664 1 4 , t t% rn 0,25 15 �s S .00 INV 8 56 E 6 12 S 30 1 1,E ­ INSTALL FLAP i+00 G ATE A J. W. r->.\,/. '/-*O/ggl -le, �5�Rll 1 S OVAL DATE JAPP AL I DATE ??,OF S/ 521 6 30/00 _qc�lvlv CONSTRUCT MANHOLE PER DETAILS ON SHEET 23 CONSTRUCT DROP -INLET MANHOLE PER DETAILS ON SHEET 25 CONSTRUCT WETLAND INLET STRUCTURE PER DETAILS ON SHEET 30. CONSTRUCT 18" DIA. RCP PER PLAN AND PROFILE THIS SHEET AND BEDDING DETAIL ON SHEET 21. CONSTRUCT REINFORCED CONCRETE OUTLET HEAbWALL STRUCTURE PER DETAILS ON SHEET 29. CONSTRUCT 36" DIA. RCP PER PLAN AND PROFILE THIS SHEET AND BEDDING DETAIL ON SHEET 21. CONSTRUCT LINE "F5" OULTET PER DETAILS ON SHEET 18. CONSTRUCT FLAP GATE MOUNTING STRUCTURE AND INSTALL 18" DIAMETER FLAP GATE A CONSTRUCT WETLAND DRAIN INLET PER DETAILS ON SHEET 31. A CONSTRUCT 12" DIAMETER PVC WETLAND DRAIN. CONSTRUCT CLEANOUT PER APWA STANDARD PLAN 204-0. CONSTRUCT JUNCTION STRUCTURE PER APWA STANDARD PLAN 332-0. CURVE DATA NO. DELTA LENGTH TANGENT RADIUS 63*151 37" 24-84 13. 86 22. 50 87018'58" 68-58 42-94 45-00 18*22145"l 28-87 14-56 90-00 16* 15 1 08 " 12-76 6.43 45-00 BENCH MARK: NO. 615 BASIS UF BEARINGS: THE BEARING OF N89030'06NE ALONG THE RAILROAD SPIKE AT INTERSECTION NORTH LINE OF SECTION 30, TOWNSHIP 1 OF CITRUS AVE. AND LOS CEOROS AVE. NORTH RANGE 5 WEST SAN BERNARDINO IN POWER POLE NO. 9011E ON THE MERIDAN AS SHOWN ON RECORD SURVEY EAST SIDE OF CITRUS AVE. FILED IN BOOK 58, PAGE 5 OF RECORDS OF SURVEY WAS USED AS THE BASIS OF BEARING ELEVATION: 1467-59 FOR THIS MAP Xq V044W p JOHN M. T t T-TEMER & A55OCIATE5, INC. A DIV15ION OF THE KEITH COMPANIE5, INC. EHGIHEERIHG - MANAGEMENT - PLANNING 3151 Airway Avenue, 5ulte Q-1, Co-9ta Me-ga, Callfomia 92626 ED A L 0 25 50 100 "AS BUILT" DWG. FEB. 2000 CITY OF FONTANA9 CALIFORNIA, TRACT We 15908 DRAWN BY: SIERRA LAKES SCALE: SK INFILTRATION BASIN AND WATER QUALITY WETLAND STORM DRAIN SYSTEM H: 1" = 5 DESIGNED: V: 1' = 59 DDV PLAN AND PROFILE9 LINES F29F3 & F5 CHECKED: DATE: MPV BASIN 59 -WETLAND 6 FEBRUARY9 1999 JOB NO. DWG. NO. SHEET NOG APPROVED 2666 '9 'OF 31 �clo*f CITY ENGINEER R.C.t. 25126 z:\server\dgn\o79-41sl\dgn\sd7