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HomeMy WebLinkAbout4799-1I SEWER LATERAL 10559 CYPRESS CCO #10 STA. 32+70 10112109 11' - 22'-- 1 2' 21 6" 6'k17' i CLAY DUCTILE 5""- 450 fRfIN�fWER' CLAY SEWER 1. �l 5' 0 27" 6„ SEWER CLAY 42" RCP 45° -r - - 7T c.n w 111 ✓L TIL' 1 � I4_1 -u- JtC_ L/kV(, Yf 'UY!/ : q : - o- �_ STA. 32470 0 R/W 13' 0 'o .: :.. EAR O PR B PROP R/W D 2„ TELE o v (n WA TER � \ X -SECTION 5 rn .... EXIST R/W CY RESS A VENUE EXIST 17" SWR SEE DWG EX/ST EP 2674' W/OF C� ...._- ._.._ . ...... _ _ . _....... X2042.................._.. y Q - PROP C..0 - -61 -- 62- .. SEE D{fG 2042 a h L EXST —� W �� Hl EX/ST ' -'Q RAW EXIST 10 WTR £X/ST EP J EXIST 4 " rfLE rllooto - I060 zi .. o g PROP FS ® 0 ' V F PI O EXIST FS sC/L �a �� o PROP FS 9o h CIL of- PIPE �Nvs gp rn \ o 42`' R 272-35 P (D 2001}) F 8 - OP 42 - SD OTHERS[ QY UTHER -- z6.00 a 8" RCP (D-2000) PROF/LESCr4LE- SEWER LATERAL 10559 CYPRESS CCO #10 STA. 32+70 10112109 11' - 22'-- 1 2' 21 6" 6'k17' i CLAY DUCTILE 5""- 450 fRfIN�fWER' CLAY SEWER 1. �l 5' 0 27" 6„ SEWER CLAY 42" RCP 45° -r - - 7T c.n w 111 ✓L TIL' 1 � I4_1 -u- JtC_ L/kV(, Yf 'UY!/ : q : - o- �_ STA. 32470 0 R/W 13' 0 'o I EAR O PR B PROP R/W D 2„ TELE ; � 7 GAS 8" (n WA TER � \ X -SECTION 5 18" SD X-ING 27" SWR BOP 18" S0=1066.6 TOP 27" SWR=1064.9 4.90' W/OF CIL �� IOt 12.00 ' 0.89' W/VF EXIST 42" SO CIL MH11 STA 29+85.60 CIL LINE STA 10100.00 CIL LATERAL A-1 " ST STA 57108.75 - E/OF CIL NOTE 'A " TIE -11V ELEVATION AND ALIGNMENT TO BE VERIFIED AS THE FIRST ORDER OF WORK BY CONTRACTOR. CONTRACTOR MUST JOIN EXISTING UPSTREAM AND DOWNSTREAM CONNECTION POINTS APN25302406 .m APN255-02-107 - I BY HERS 8� BULKHEAD 'o I DRAWN BY: PR B PROP R/W EXl.ST 27"=WR PROP R/W + W ; � 7 h � (n FELIPE U. � \ 40964 5 rn TA 3011389 -END PIPE EXIST EP EXIST R/W CY RESS A VENUE EXIST 17" SWR SEE DWG EX/ST EP 2674' W/OF C� ...._- ._.._ . ...... _ _ . _....... X2042.................._.. Q - PROP C..0 - -61 -- 62- SEE D{fG 2042 a h --------- -- ------- -- EXST —� W �� Hl EX/ST ' -'Q RAW EXIST 10 WTR £X/ST EP J EXIST 4 " rfLE rllooto - I060 1060 0 - O �a �� 2,7,� 49 42" RCP (D 2004)) F 42`' R 272-35 P (D 2001}) F 8 -- z6.00 a 8" RCP (D-2000) PROF/LESCr4LE- CYPRESS SD - L /NE 'A " LA�ERAL rr ri A-1 HAR1Z' 1-40 , RT 1 W' 29 30 31 32 33 34 35 36 10 i1 18" SD X-ING 27" SWR BOP 18" S0=1066.6 TOP 27" SWR=1064.9 4.90' W/OF CIL �� IOt 12.00 ' 0.89' W/VF EXIST 42" SO CIL MH11 STA 29+85.60 CIL LINE STA 10100.00 CIL LATERAL A-1 " ST STA 57108.75 - E/OF CIL NOTE 'A " TIE -11V ELEVATION AND ALIGNMENT TO BE VERIFIED AS THE FIRST ORDER OF WORK BY CONTRACTOR. CONTRACTOR MUST JOIN EXISTING UPSTREAM AND DOWNSTREAM CONNECTION POINTS APN25302406 .m APN255-02-107 - I BY HERS 8� BULKHEAD 'o I DRAWN BY: PR B PROP R/W J ? PROP R/W + W ; � 7 h � (n FELIPE U. � \ 40964 5 TA 3011389 -END PIPE EXIST EP EXIST R/W CY RESS A VENUE EXIST 17" SWR SEE DWG EX/ST EP 2674' W/OF C� ...._- ._.._ . ...... _ _ . _....... X2042.................._.. Q - PROP C..0 - -61 -- 62- ------ ----- -- ----------- -------- --------- -- ------- -- EXST —� W �� Hl EX/ST ' RAW EXIST 10 WTR £X/ST EP J EXIST 4 " rfLE rllooto 2 O PROP '^ j t o o PROP R/W "J BENCHMARK THE ELEVATIONS SHOWN HEREON ARE BASED ON THE CEN RLINE NAIL AT THE INTERSECTION OF SL OVER AVENUE AND CYPRESS AVE/ E THE ELEVATION /5 1081.54. 'o a; DRAWN BY: APN255-03-1 J ? O W z = APN255-03-123 W ; � 7 h � (n FELIPE U. � \ 40964 5 s BENCHMARK THE ELEVATIONS SHOWN HEREON ARE BASED ON THE CEN RLINE NAIL AT THE INTERSECTION OF SL OVER AVENUE AND CYPRESS AVE/ E THE ELEVATION /5 1081.54. O D C34 MMM�w, kZ DIAL TWO WORKING BEFORE GAYS BEFORE YOU DIG u YOU DIG TOLL FREE 1 -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT d W APN255-03-127 e � W J Clj CYPRESS SD - LINE ';4 " =off -,- Z a NO BULKHEAD I PC SHOULD CONSTRUCTION OF THE REQUIREDQROFESS/0\ - IMPROVEMENTS NOT COMMENCE WITHIN TWO Q`�� U A4p 9�F - YEARS OF THE DATE OF APPROVAL SHOWN HEREONrri �� — AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 40964 v7rri Z CITY ENGINEER MAY REQUIRE REVISIONS TO THE * Exp. 3/31/11 REV. - PLANS TO BRING THEM INTO CONFORMANCE WITHsq C10- REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. rFOF CA��Fo`�� CONSTRUCTION NOTES U CONSTRUCT 18' RCP (D-2000) CONSTRUCT 42" RCP (D-2000) 3O CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN N0. 3011 ® CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN NO. 3012 50 REMOVE EXIST BULKHEAD © JOIN EX/ST SO O CONSTRUCT CONCRETE BULKHEAD (CLASS A/2" THICK) © REMOVE AND REPLACE AC PAVING AS NEEDED TO MATCH EX/ST 90 CONSTRUCT 18' CONCRETE COLLAR PER CITY OF FONTANA STD PLAN N0. 3022 QUANTITIES NOTES.' 1. SEE CAL TY, 4NS CYPRESS OVERPASS IMPROVEMENT AT IN/ERSTATE 10 FREEWAY PLAN FOR PERTINENT PROJECT INFORMATION 2 CONSTRUCT STORM DRAIN IMPROVEMENTS PER CITY GENERAL NOTES AND CITY STANDARD DRAWINGS AS BUILT CONTRACT No. 08-467704 C.C.A. DATE 11-04-2010 R.E. NAME TIM HANNIBAL Prepared Under The Supervision Of a DRAWN BY: APN255-03-1 J ? h W ; � 7 h � (n FELIPE U. � \ O D C34 MMM�w, kZ DIAL TWO WORKING BEFORE GAYS BEFORE YOU DIG u YOU DIG TOLL FREE 1 -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT d W APN255-03-127 e � W J Clj CYPRESS SD - LINE ';4 " =off -,- Z a NO BULKHEAD I PC SHOULD CONSTRUCTION OF THE REQUIREDQROFESS/0\ - IMPROVEMENTS NOT COMMENCE WITHIN TWO Q`�� U A4p 9�F - YEARS OF THE DATE OF APPROVAL SHOWN HEREONrri �� — AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 40964 v7rri Z CITY ENGINEER MAY REQUIRE REVISIONS TO THE * Exp. 3/31/11 REV. - PLANS TO BRING THEM INTO CONFORMANCE WITHsq C10- REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. rFOF CA��Fo`�� CONSTRUCTION NOTES U CONSTRUCT 18' RCP (D-2000) CONSTRUCT 42" RCP (D-2000) 3O CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN N0. 3011 ® CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN NO. 3012 50 REMOVE EXIST BULKHEAD © JOIN EX/ST SO O CONSTRUCT CONCRETE BULKHEAD (CLASS A/2" THICK) © REMOVE AND REPLACE AC PAVING AS NEEDED TO MATCH EX/ST 90 CONSTRUCT 18' CONCRETE COLLAR PER CITY OF FONTANA STD PLAN N0. 3022 QUANTITIES NOTES.' 1. SEE CAL TY, 4NS CYPRESS OVERPASS IMPROVEMENT AT IN/ERSTATE 10 FREEWAY PLAN FOR PERTINENT PROJECT INFORMATION 2 CONSTRUCT STORM DRAIN IMPROVEMENTS PER CITY GENERAL NOTES AND CITY STANDARD DRAWINGS AS BUILT CONTRACT No. 08-467704 C.C.A. DATE 11-04-2010 R.E. NAME TIM HANNIBAL Prepared Under The Supervision Of 35 LF 550 LF 1 EA 1 EA 1 EA 1 EA 2 EA 1 LS 1 EA C.C.O. No. 11 Sheet 2 of 2 Contract# SB -107 -DE -09 II O � z SCALE /N FEET 0 CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLAN CYPRESS SD — LINE "A•' SCALE: AS SHOWN PLAN & PROFILE DATE: STA 29+83.26 - 35+44.85 5/14/09 APPROVES^h; A:-� / / 1 DRAWING NO.: Frn GUY /~W. 9A TE ®� 712 1/0 ° 4799 DRAWN BY: KNT/SN Date ; � 7 DESIGNED BY: KNT/SN CHECKED BY: FELIPE U. MOLINOS R.C.E. 40964 SN 35 LF 550 LF 1 EA 1 EA 1 EA 1 EA 2 EA 1 LS 1 EA C.C.O. No. 11 Sheet 2 of 2 Contract# SB -107 -DE -09 II O � z SCALE /N FEET 0 CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLAN CYPRESS SD — LINE "A•' SCALE: AS SHOWN PLAN & PROFILE DATE: STA 29+83.26 - 35+44.85 5/14/09 APPROVES^h; A:-� / / 1 DRAWING NO.: Frn GUY /~W. 9A TE ®� 712 1/0 ° 4799