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HomeMy WebLinkAbout2514-2........... 71 -7- 7- . . . . . . .. . . . . 7 --- — ----- — . ... .... .. .... ... . ........ I-'�! 7 ' 7. ? tn. lk . ..... .. . ..... . .... .. .. .. L .4. I. ..... ....... .... ... ..... . ........ ... . . . . . . . . . . . . . . Iell 4-- L II................... ............ .............. II ­7 VEX .......... vo, . ........ 7-7'- 777 ... . ....... o too- V) . ..... .. . ..... .. ..... .. .17 y 7 fop 'A -A 7 0 -IN too /990 Iop ... .... ..... (S�: N' . .. . . . .. . . . c -A . . . . . . . .. . . . . ACALES .:'IA.l V IM57 ..... . .... . T .40 _RT I 46 4- ve 9 12 13 14 15 16 17 18 19 AL /c.c 0 DELTA/BEAR'q. RADIUS LEN. /DIST. TANGENT Ij, 31 /6.80 co, P, e - -50 oo co, oo 4,5.00 ao 57 -5/ I go, OH _34 0 1-1"e 9. 0 A/ o_G 14- 40-13' �z �14 TOAJ glp- wr �o-�oo -oo. ZAT ilo. F)Erorffc7- w PL-AC—= NEW MEXICO COURT 616 D57A'/4 A7 6 pv /7 -t ----------------- C3 0.5 '4 sn LZ�_ 10 10 TEXAS COURT -4. 4, -7 -6 71— I—r. 6 0 I3. or T OKLAHOMA AVE 07 L 1107 1 2 57 90' 2011 17 ARKANSAS AVE cv. Do 14,84w wo 7 loyr-00.00 7ex4`6, 7 16 . . ...... . '96 zm N 59 0 -55 I /7') E 0 16 1 MISSOURI STREET 18 4- 50 - C�c) MA F� I sa5 aqE�r -a McGUIRE AVENUE 17 34. o3 E 00- 00 ZAT 0 _� go- loo o3n) _C5 W=14-'; V=4-661 Ij, go, 0 16 1 MISSOURI STREET 18 4- 50 - C�c) MA F� I sa5 aqE�r -a McGUIRE AVENUE 17 34. o3 E 00- 00 ZAT 0 _� go- loo o3n) _C5 W=14-'; V=4-661 p jo- E--' 0 u ,I RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF 10FORMATION COMPILED AND FURNISHED BY ORIEW THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS I A RESULT THEREOF. CONSTRUCTION NOTES: INSTALL 48" DIA. R.C.P. D = PER PLAN. INSTALL 36" DIA. R-C.P. D = PER PLAN. INSTALL 27" DIA. R-C.P. D = PER PLAN. INSTALL 24" DIA. R-C.P. D = PER PLAN. CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300- W & V PER PLAN. SEE DETAIL ON SHT. 4.. CONSTRUCT MANHOLE PER APWA STD. PLAN 320-0. SEE DETAEL ON SHEET 4. oolvmuor julvcrmnqucrar. paq Allm.9ro. io4,41v3gi gee PwA IL ol*y iy, C0A.1%5rKUC7_ tKlCk AIJO M0,lFrAfZ, PZ_U0 PeX, Sw_ CL21JAITY /�/_OO7 COAJrXOL Plsrie10T ,577% I -ICA . e4��-e V-7A-ItZ CAJ 6Hr c,oAj57-x,.ucT' ce)kic)z�Kcr C17UAN PEX A P WA 977D - r'ZAAI .3 80 IAA9rAll- 4,9'1 OMP PIPiff I ---------- r__fjru)zr, cl/96 BENCH MARK: # 361 BASIS OF BEARINGS: SPIKE IN NORTH FACE OF THE C.L. OF CHERRY AVE. BEING CITY OF FONTANA, CALIFORNIA PP #1536697E. @ S.W. N 000 08'09" E PER P.M. i959. COR. OF BASELINE AVE. S -la PLANS PREPARED FOR &,SULTANA AVE. P.M.B. 28/i8 WAS USED AS THE lex1ar lsl�_=W45E K_ BASIS OF BEARINGS FORTHIS PLAN I > Wr;, . ) W - 2.5 ELEVATION: i365. 01 DRAWN BY: SCALE: ,5)YF A105 � P_ I PREPARED IN THE OFFICE OF TRACT NO, i5109 1 557. )4,' 70 McC­Z11jeE AVIff FESS FESS LEWIS HOMES OF CALIFORNIA MADOLgoAND ASSOCIATES, INC. L I VIV el DESIGNED: 'ONSITE STORM DRAIN PLAN AS SHOWN BASELINE AVENUE ATTN Ms. MIMI RAYL OFrTHE INLAND EMPIRE I 1 56 N. MOUNTAIN AVENUE 10601 CHURCH STREET STE. 107 TEXAS CT./ARKANSAS AVE, Lu CHECKED: I, 1. P.O. BOX 670 RANCHO CUCAMONGA, CA 91730 �� No. i4814 = / DATE: ff = — m — — afT PHONE (909) 948-1311 Exp: 3-31-Oi ---MISSOURI ST UPLAND, CA 91786 GUHL) AW1 iw_ - 1* PHONE: (909) 985-0971 JOB NO. DWG-. NO. SHEET NO. A c * r C"pcartor' el MH - 9-q7 VD- k' V�NGR - S DATE CITYA7L DATE OF Ck 126-11.5o APPROVED 14 OF REVISIONS APPROVAL APPROV Jl/ MADOLE R.C.E. i4Bi4 DATE CITY ENGINEER R.C.E. 25126 25 2 6 *P*STORM DRAIN PLAN & PROFILE PHASE I - 2i [0. 2551 PF: iO5O 859 29-7May-97 05: 28 PM / i26 -050-i DWG. DATE: Ij, p jo- E--' 0 u ,I RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF 10FORMATION COMPILED AND FURNISHED BY ORIEW THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS I A RESULT THEREOF. CONSTRUCTION NOTES: INSTALL 48" DIA. R.C.P. D = PER PLAN. INSTALL 36" DIA. R-C.P. D = PER PLAN. INSTALL 27" DIA. R-C.P. D = PER PLAN. INSTALL 24" DIA. R-C.P. D = PER PLAN. CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300- W & V PER PLAN. SEE DETAIL ON SHT. 4.. CONSTRUCT MANHOLE PER APWA STD. PLAN 320-0. SEE DETAEL ON SHEET 4. oolvmuor julvcrmnqucrar. paq Allm.9ro. io4,41v3gi gee PwA IL ol*y iy, C0A.1%5rKUC7_ tKlCk AIJO M0,lFrAfZ, PZ_U0 PeX, Sw_ CL21JAITY /�/_OO7 COAJrXOL Plsrie10T ,577% I -ICA . e4��-e V-7A-ItZ CAJ 6Hr c,oAj57-x,.ucT' ce)kic)z�Kcr C17UAN PEX A P WA 977D - r'ZAAI .3 80 IAA9rAll- 4,9'1 OMP PIPiff I ---------- r__fjru)zr, cl/96 BENCH MARK: # 361 BASIS OF BEARINGS: SPIKE IN NORTH FACE OF THE C.L. OF CHERRY AVE. BEING CITY OF FONTANA, CALIFORNIA PP #1536697E. @ S.W. N 000 08'09" E PER P.M. i959. COR. OF BASELINE AVE. S -la PLANS PREPARED FOR &,SULTANA AVE. P.M.B. 28/i8 WAS USED AS THE lex1ar lsl�_=W45E K_ BASIS OF BEARINGS FORTHIS PLAN I > Wr;, . ) W - 2.5 ELEVATION: i365. 01 DRAWN BY: SCALE: ,5)YF A105 � P_ I PREPARED IN THE OFFICE OF TRACT NO, i5109 1 557. )4,' 70 McC­Z11jeE AVIff FESS FESS LEWIS HOMES OF CALIFORNIA MADOLgoAND ASSOCIATES, INC. L I VIV el DESIGNED: 'ONSITE STORM DRAIN PLAN AS SHOWN BASELINE AVENUE ATTN Ms. MIMI RAYL OFrTHE INLAND EMPIRE I 1 56 N. MOUNTAIN AVENUE 10601 CHURCH STREET STE. 107 TEXAS CT./ARKANSAS AVE, Lu CHECKED: I, 1. P.O. BOX 670 RANCHO CUCAMONGA, CA 91730 �� No. i4814 = / DATE: ff = — m — — afT PHONE (909) 948-1311 Exp: 3-31-Oi ---MISSOURI ST UPLAND, CA 91786 GUHL) AW1 iw_ - 1* PHONE: (909) 985-0971 JOB NO. DWG-. NO. SHEET NO. A c * r C"pcartor' el MH - 9-q7 VD- k' V�NGR - S DATE CITYA7L DATE OF Ck 126-11.5o APPROVED 14 OF REVISIONS APPROVAL APPROV Jl/ MADOLE R.C.E. i4Bi4 DATE CITY ENGINEER R.C.E. 25126 25 2 6 *P*STORM DRAIN PLAN & PROFILE PHASE I - 2i [0. 2551 PF: iO5O 859 29-7May-97 05: 28 PM / i26 -050-i DWG. DATE: