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Home My WebLink About2342-DC.) CL L i r 0 0 w CL V) F- q- 0 CN 1-00' Cl cn 1001*' 1000' a. I 0 cr I n 0 0 j C) v- 04 0 L- m 4) x 0 0 -0 CL u- E CL C*4 014 23+72.99 EC 23+55.42 BC: 21+9 CE 04 tz C14 W... COMPASS PLACE LNE A-4 :LEIF 8ff PROFir_= a LOCAL DEP. CASE "B" W=21.0'; V=5.93' 19+72.30 LINE "A" C.L.- 10+00-00 LINE A -3 C.L. LINE "All 0 20' 40' 80' SCALE: 1" = 40' ESSr Inc,. 058602 EXP. 12-31-14 CIVIL OF C .CQ%`�uc TM NOTES ) CONSTRUCT 24" R.C.P. �D -LOAD PER PROFILE) WITH PIPE BEDDING AND SHADING PER CITY OF RANCHO C CAMONGA STANDARD PLAN 341 CONSTRUCT 30 R.C.P. (D -LOAD PER PROFILE WITH PIPE BEDDING AND SHADING PER CITY OF RANCHO C CAMONGA STANDARD LAN 341 CONSTRUCT ST�C3TCHBASiN, RB NI *W" PER PLAN, PER CITY OF RANCHO CUCAMONGA ANDARD PLAN 00 &CONSTRUCT MANHOLE NO. 1 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 318 7O- CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 319 CONSTRUCT CURB OPENING CATCH MSIN W/ GRATE (MODIFIED - NO CURB OPENING) PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 302 DESCRIPTION OF REVISION ITY I I DATE APPCROVED STORM DRAIN IMPROVEMENT PLANt- LINE 16+50.00 TO 23+79-77 LINE'vA-3": STA. 10+00.00 TO 10+77-20 LINE "A-4": STA. 10+00.00 TO 10+16.83 LINE "A-5": STA. 10+00. TO 10+32.01 APPROVFD BY -A Opp DATE CITY ENGINEER L--N-8W 2 611 -9-"E- R.C.E. NO. 53672 DESIGN PAUL A. PECK &ASSOCIATES RECO ED PO BOX 6165 NORC09 CA 92860 N8730'50"W spa DRAWN PH 80-5404 FAX • -346-3491 SHE6 -Owft 11-OF 15 CHECKED O O 0 spa DRAWING NO. PqL A K R.C. 602 EXP 12-31-14 44'28" 22.50 ------------ 1 -7 - 2342 --w D � nATT7 ril mr) EN27*30'50*W MIL- --------- spa 30*00'00" 45.00 N0729'1 O"E spa N57*30'50"W °sus o ��s�s 0 20' 40' 80' SCALE: 1" = 40' ESSr Inc,. 058602 EXP. 12-31-14 CIVIL OF C .CQ%`�uc TM NOTES ) CONSTRUCT 24" R.C.P. �D -LOAD PER PROFILE) WITH PIPE BEDDING AND SHADING PER CITY OF RANCHO C CAMONGA STANDARD PLAN 341 CONSTRUCT 30 R.C.P. (D -LOAD PER PROFILE WITH PIPE BEDDING AND SHADING PER CITY OF RANCHO C CAMONGA STANDARD LAN 341 CONSTRUCT ST�C3TCHBASiN, RB NI *W" PER PLAN, PER CITY OF RANCHO CUCAMONGA ANDARD PLAN 00 &CONSTRUCT MANHOLE NO. 1 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 318 7O- CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 319 CONSTRUCT CURB OPENING CATCH MSIN W/ GRATE (MODIFIED - NO CURB OPENING) PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 302 DESCRIPTION OF REVISION ITY I I DATE APPCROVED STORM DRAIN IMPROVEMENT PLANt- LINE 16+50.00 TO 23+79-77 LINE'vA-3": STA. 10+00.00 TO 10+77-20 LINE "A-4": STA. 10+00.00 TO 10+16.83 LINE "A-5": STA. 10+00. TO 10+32.01 APPROVFD BY ICA Opp DATE CITY ENGINEER R.C.E. NO. 53672 DESIGN PAUL A. PECK &ASSOCIATES RECO ED PO BOX 6165 NORC09 CA 92860 Awl DRAWN PH 80-5404 FAX • -346-3491 SHE6 -Owft 11-OF 15 CHECKED DRAWING NO. PqL A K R.C. 602 EXP 12-31-14 1 -7 - 2342 --w D nATT7 ril mr) PER CIIYUOF RANCHO CUCAMONGA STANDARD PLAN H341PE BEDDING AND SHADING 5 "CONSTRUCT CURB OPENING CATCHBASIN, "W" PER PLAN, PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 300 7& CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 319 /1 ' rnklQTDI I(lT TDAAICITIMI CT01 lflTI IDC KIfN 7 nrn nIT%/ nr nAu^I in n�nun un• - uCJl,R1r11v1V yr RCS41J1v1 Urr1 APPROVED CITY OF RANCH . . .: O CUCAMONGA DELTA / BEARING RADIUS LEN./DIST. TANGENT C N00'02'42"W - 1018.44' - L SF N60'00'00"W - 60.78' - uCJl,R1r11v1V yr RCS41J1v1 Urr1 APPROVED CITY OF RANCH . . .: O CUCAMONGA C-) a. I L.j ck: r 0 CY _0 a. V) I C) re) ;al a. I 0 C) 0 j CDv- (N X 2 m 4) Q- x 0 -0 CL 0 LL- E 0- Cb CN 0 c*4 lie C) 0 0 20' 40' 80' SCALE: 1#1 = 40' LINE "A -2" .CowlwxTm Wmalo CONSTRUCT 18" R.C.P. �D —LOAD PER PROFILE WITH PIPE BEDDING AND SHADING PER CITY OF RANCHO C AMONGA STANDARD LAN 341 (D-CONSTRUCT 24" R.C.P.(D -LOAD PER PROFILE WITH PIPE BEDDING AND SHADING PER CITY OF RANCHO CUCAMONGA STANDARD LAN 341 CONSTRUCT STARNDARDNPlANC3� BASIN, "W" PE R PLAN, PER CITY OF RANCHO CUCAMONGA &CONSTRUCT MANHOLE NO. 1 PER CITY OF RANCHO CHO CUCAMONGA STANDARD PLAN 318 &CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 333 &CONSTRUCT CURB OPENING CATCH BASIN W/ GRATE (MODIFIED - NO CURB OPENING) PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 302 in I I; � I I � 4 1 MIDPA MAM LINE ficif 0 51 101 201 SCALE: 1" = 10' LINE "D" ES ,?v 1 S,r -1 NM C58602 EXP. 12-31-14 CIVIL AD% 17F C 0 20 40' 801 SCALE: 1" = 40' I DESCRIPTION I OF REVISION DATE (qp CITY I PROVE STORM DRAIN IMPROVEMENT PLANS LINE "C": STA. 10 +00.00 TO 10+39.79 LINE "D": STA. 10+00.00 TO 10+34.09 LINE "A--2": STA. 10+00.00 TO 10+51.50 APPROVED BY CITY ENGINEER DESIGN DRAWN CHECKED PH• ,R"-780-5404 F 1-346-3491 AWL A. - PECK R.C.E. 58602 EXP 12-31--14 Amimlimme TzRoUr7lij SHEET 13_ OF 15 DRAWING NO. 2342-D -Al 71 low IDA • 30*32 ol fin pO*01'26"W N54*02'28"E N63*4549"E -7c' 39.1 LINE ficif 0 51 101 201 SCALE: 1" = 10' LINE "D" ES ,?v 1 S,r -1 NM C58602 EXP. 12-31-14 CIVIL AD% 17F C 0 20 40' 801 SCALE: 1" = 40' I DESCRIPTION I OF REVISION DATE (qp CITY I PROVE STORM DRAIN IMPROVEMENT PLANS LINE "C": STA. 10 +00.00 TO 10+39.79 LINE "D": STA. 10+00.00 TO 10+34.09 LINE "A--2": STA. 10+00.00 TO 10+51.50 APPROVED BY CITY ENGINEER DESIGN DRAWN CHECKED PH• ,R"-780-5404 F 1-346-3491 AWL A. - PECK R.C.E. 58602 EXP 12-31--14 Amimlimme TzRoUr7lij SHEET 13_ OF 15 DRAWING NO. 2342-D 0 2.5' 5' 10' 0 2.5' 5' 10' a� au a. �C Q a. x 2 d i- CL Ir- N N N 10 +00.00 1543.10 IE 1547.65 TW 1546.85 FG i 8. �op LINE 'D' - 24' RCP SEE SHEET 13 FOR PLAN & PROFILE ° • • DETAIL "A" SCALE: 1' = 5' 7.90' 1548.00 TOP OF GRATE NAUMERNAM F r-sT I n N A�P4 N.T.S. A.. LM 'A' - Xv FICP SEE SHEET 10 FOR PLAN &PROFILE DETAIL "C" SCALE: 1' - 5' t 13.00' 1583.00 FS 1583.00 FS 4.00 5.00 4.00 w 0 158 1. 00 c �- FS 13 1581.00 1.00' FS w w 0 0 o - - 0 1581.00 _ �- 13.. FS 1581.00 CMPc 0 0 RCP - --�- -. 1583.00 FS IJW "Er _W" W�P SEE SHEET 12 FOR PLAN & PROFILE 0 2.5' 5' 10' DETAIL "D" M maw 2.5" BRASS DISK IN TOP OF CURB AT THE NORTHEAST CORNER OF WARDMAN BULLOCK ROAD & WILSON AVENUE. 2'+/- EAST OF BCR ON THE NORTH SIDE OF WILSON AVENUE STAMPED RANCHO CUCAMONGA BENCHMARK 100101A CON5TRM NOTES" PER SCR�F 4 . D4 ER PROFILE WITH PIPE BEDDING AND SHADING CITY OF CJCAMOhG STAN 3; CONSTRUCT 36" R.C.P. (D —LO�►D PER PROFILE � WITH PIPE BEDDING AND SHADING PER CITY OF RANCHO CuCAMOfdGA STANDARD LAN 341 CONSTRUCT STRAIGHT HEADWALL PER CALTRANS STANDARD PLAN D89, DEVIL ON �✓ SHT. 14 CONSTRUCT 3.3' THICK UhIGROUTED 1/4—TON RIP RAP (METHOD OF PLACEMENT) � � OVER MIRAFI 1100 N FILTER FABRIC OR EQUNALENT FABRIC) Ntt- CONSTRUCT TEMPORARY CMP CATCH N PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 311 AND CMP RISER PER DETAIL ON SHEET 14 14 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 306 (MODIFIED PER DETAIL D", SHEET 14) t e + T V .. AMtb k6 ft 20. 2011 � ,� . APPROVED BY DATE' .- tf F Ion a. R.C.E. NO. 53672 ' ,. �� ►� -�� , � � ,. DESIGN PAUL A. PECK & ASSOCIATES RECO D;;D l q ` PO BOX 6165 Ix w m c r s f � M t DRAWN i SHE f MEN muUm "WE" W. EXP. 12 -31 -14 owW101", I WON Ar o" *. rm r A A. . .. "FIMN]"NPEMISM DRAWING NO. 4 #, 2342 -D IWA . A FILE NO. MAE _ • IRA NN t r ■ MUMMA WTI w .. " 1 M maw 2.5" BRASS DISK IN TOP OF CURB AT THE NORTHEAST CORNER OF WARDMAN BULLOCK ROAD & WILSON AVENUE. 2'+/- EAST OF BCR ON THE NORTH SIDE OF WILSON AVENUE STAMPED RANCHO CUCAMONGA BENCHMARK 100101A CON5TRM NOTES" PER SCR�F 4 . D4 ER PROFILE WITH PIPE BEDDING AND SHADING CITY OF CJCAMOhG STAN 3; CONSTRUCT 36" R.C.P. (D —LO�►D PER PROFILE � WITH PIPE BEDDING AND SHADING PER CITY OF RANCHO CuCAMOfdGA STANDARD LAN 341 CONSTRUCT STRAIGHT HEADWALL PER CALTRANS STANDARD PLAN D89, DEVIL ON �✓ SHT. 14 CONSTRUCT 3.3' THICK UhIGROUTED 1/4—TON RIP RAP (METHOD OF PLACEMENT) � � OVER MIRAFI 1100 N FILTER FABRIC OR EQUNALENT FABRIC) Ntt- CONSTRUCT TEMPORARY CMP CATCH N PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 311 AND CMP RISER PER DETAIL ON SHEET 14 14 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 306 (MODIFIED PER DETAIL D", SHEET 14) t e + T V .. AMtb k6 ft 20. 2011 � ,� . APPROVED BY DATE' .- tf F Ion a. R.C.E. NO. 53672 ' ,. �� ►� -�� , � � ,. DESIGN PAUL A. PECK & ASSOCIATES RECO D;;D l q ` PO BOX 6165 Ix w m c r s f � M t DRAWN i SHE f MEN muUm �.x W. EXP. 12 -31 -14 owW101", WON Ar 14 OF CIVIL F c rm In A A. . .. "FIMN]"NPEMISM DRAWING NO. 2342 -D . A FILE NO. MAE NN AS ■ w iiiim "" a "Er, W W- M maw 2.5" BRASS DISK IN TOP OF CURB AT THE NORTHEAST CORNER OF WARDMAN BULLOCK ROAD & WILSON AVENUE. 2'+/- EAST OF BCR ON THE NORTH SIDE OF WILSON AVENUE STAMPED RANCHO CUCAMONGA BENCHMARK 100101A CON5TRM NOTES" PER SCR�F 4 . D4 ER PROFILE WITH PIPE BEDDING AND SHADING CITY OF CJCAMOhG STAN 3; CONSTRUCT 36" R.C.P. (D —LO�►D PER PROFILE � WITH PIPE BEDDING AND SHADING PER CITY OF RANCHO CuCAMOfdGA STANDARD LAN 341 CONSTRUCT STRAIGHT HEADWALL PER CALTRANS STANDARD PLAN D89, DEVIL ON �✓ SHT. 14 CONSTRUCT 3.3' THICK UhIGROUTED 1/4—TON RIP RAP (METHOD OF PLACEMENT) � � OVER MIRAFI 1100 N FILTER FABRIC OR EQUNALENT FABRIC) Ntt- CONSTRUCT TEMPORARY CMP CATCH N PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 311 AND CMP RISER PER DETAIL ON SHEET 14 14 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 306 (MODIFIED PER DETAIL D", SHEET 14) t e + T V .. AMtb k6 ft 20. 2011 � ,� . g li u DETAIL t •-A STRAIGHT HAALL - " CH -AMFER - 1.1 o ftdxttcm ffwde In +quantttrea for +h kn of pi Wal lc y . Al Ay I �"�.rn�t��ryfforaIn 610sl bars. Al I vartteal and I� rizol 1 al, tfe I 1 Pr6il xtmu # w 3.Lwqth of wal I "Ir may be vw1od to suit owmiltlam enc In the f'toldl, aml strai t IIne InftrpoiatIon may be u w to cataui c ntitles. 4 . Mjcn #'t +l oe are for design iu" only. S. Cftlel rat 1 IN be lrw+a l lad an +cp of headval I wh ~ an Projo ct Flame StwWord P lqn +� , + B11 - #7 fer co la rat I Ing dw+al la. SECLONs AND DOUBLE HEADWALLS I FRONT F-ELEVATION 1 M P APPROVED BY DATE' .- tf F CITY ENGINEER a. R.C.E. NO. 53672 ' ,. �� ►� -�� , � � ,. DESIGN PAUL A. PECK & ASSOCIATES RECO D;;D l q ` PO BOX 6165 Ix w m c r s f � M t DRAWN i SHE f MEN muUm �.x W. EXP. 12 -31 -14 owW101", WON Ar 14 OF CIVIL F c rm In A A. . .. 58602 EXP 12- 1 -14 DRAWING NO. 2342 -D . A FILE NO. MAE NN AS ■ w g li u DETAIL t •-A STRAIGHT HAALL - " CH -AMFER - 1.1 o ftdxttcm ffwde In +quantttrea for +h kn of pi Wal lc y . Al Ay I �"�.rn�t��ryfforaIn 610sl bars. Al I vartteal and I� rizol 1 al, tfe I 1 Pr6il xtmu # w 3.Lwqth of wal I "Ir may be vw1od to suit owmiltlam enc In the f'toldl, aml strai t IIne InftrpoiatIon may be u w to cataui c ntitles. 4 . Mjcn #'t +l oe are for design iu" only. S. Cftlel rat 1 IN be lrw+a l lad an +cp of headval I wh ~ an Projo ct Flame StwWord P lqn +� , + B11 - #7 fer co la rat I Ing dw+al la. SECLONs AND DOUBLE HEADWALLS I FRONT F-ELEVATION 1 M P STATE OF CALWOMA PIPE CULVERT Hr E'ADWALL$ CORRUGATED M.TAL RIFE ARCH CULVERT HEADWALLS STRrAIGHT AND n u NO ,SCALE DESCRIPTION OF REVISION � STORM DRAIN IMPROVEMENT PLANS DETAILS APPROVED BY DATE' .- ESSrt CITY ENGINEER a. R.C.E. NO. 53672 ' ,. �� ►� -�� , � � ,. DESIGN PAUL A. PECK & ASSOCIATES RECO D;;D l q ` PO BOX 6165 Ix w m c NORCO, CA 92860 DRAWN SHE ®_ MEN IRE } FA 1 -346 -3491 EXP. 12 -31 -14 Ar 14 OF CIVIL F c CHECKED A A. . .. 58602 EXP 12- 1 -14 DRAWING NO. 2342 -D . A FILE NO. iiiim "" a STATE OF CALWOMA PIPE CULVERT Hr E'ADWALL$ CORRUGATED M.TAL RIFE ARCH CULVERT HEADWALLS STRrAIGHT AND n u NO ,SCALE DESCRIPTION OF REVISION � STORM DRAIN IMPROVEMENT PLANS DETAILS APPROVED BY DATE' .- ESSrt CITY ENGINEER a. R.C.E. NO. 53672 ' ,. �� ►� -�� , � � ,. DESIGN PAUL A. PECK & ASSOCIATES RECO D;;D l q ` PO BOX 6165 Ix w m c NORCO, CA 92860 DRAWN SHE NO. C58602 PH: - 780 -5404 FA 1 -346 -3491 EXP. 12 -31 -14 Ar 14 OF CIVIL F c CHECKED A A. . .. 58602 EXP 12- 1 -14 DRAWING NO. 2342 -D . A FILE NO.