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HomeMy WebLinkAbout2047-1VICINITY MAP PROJECT TRACT N I 14276 N.T.S. � o SUMMIT AVE. CC Z W W ,��, W c J TRACT 14276 - /A /- If I A I I1 /-1/9 i V /•/f I J/-7 'P- INDEX MAP SCALE - 1' = 300" GF 1UN11 R 5 R Dj SFWF R ; WA I I R ANS N010 1427 1 6 - 411427-6 LEGEND 14276- 1, 14276- 2 14276- 3 - 5 , 14276 - 6 & 14276 - 70 ° SEWER CONSTRUCTION NOTES - O WATER CONSTRUCTION NOTES 1 +00.00 SEWER STATION 11+00.001 WATER STATION SEWER CLEANOUT SEWER MANHOLE ® GATE VALVE FIRE HYDRANT ASSEMBLY A.2 KLCORU DRAWING; The, information on this drawing is obtained trom others and must ne verified in the field by anyo»P prior to use or construction. HALL & FOREMAN, INC. is not responsible for oQ�oFESS/ -fe underground facility locations or depictions. All above ground Q� 'tHIEC F facilities can be readily seen and verified by the partes that ICI) intend to use sonde.CD --' No. 25742r Exp. 12-31-01 ��' Gt l' � L . `:moi �95G�SE'• y �s�- /l1�f/.� �1�' G4iIT/�L{/� Q�f�.f�TitLCT/Ott/ /� �T�71/.tom /"7l�il�st/T Ao-28��'q UTILITY NOTIFICATIONSI y'�"'�°4 ©� zf_D�7" 12-��-�/I-R fo V CC�i�ivtX/T /2Gir" WATER: CITY OF FONTANA REV1510M C> �N4 NOI.(Sf LATEiPAL /N '� � ' CONCRETE FOR 8353 SIERRA AVENUE TH � �� mA N � ENGI N ��RS TN/S ARfA ENCASEMENT FONTASHALL BE CLASS (714) 3 . CA . 92335 10-78 TOWN COOW R� R:OA19 � � 420-C-2000 P.C.C. [714 350- 6631 � ORA NGS Cl() 1 Z(O(08 , I2" POUR AGAINST SEWER: CITY OF FONTANA 7 I q (aq-7-0yg5 ` ' , ; • ': 12" UNDISTURBED I 8353 SIERRA AVENUE •- , FONTANA, CA. 92335 Y (7141 350-7640 % N� TI-11ELmAN1v DATE ;..... . .•.••;:....,..... POWER: SOUTHERN CALIFORNIA EDI SON COMPANY R " v _ %per///� V C SA -SEW R-- -a i�U 1 4 I 1 JJ J SEWER CONSTRUCTION NOTES a ESTIMATE OF QUANTITIES fl=- `` �� � t '� , SEE STiINWRP � ��' ''� TOTAL QUANTITIES NO. DESCRIPTION UNIT S.�f4LG I fF �� �� USE WHEN SEWER IS BEING MR. DAVE JONES r t � f2 J011/V xIO64/Y, O/QTE CTfOi(/ 4W-7;;htr CONSTRUCTED AND IS LESS M 11 6 1- P H. 2 P H. 3 TOTAL Q CONSTRUCT 8" EXTRA STRENGTH V.C.P.-' L. F. 254,11 541 458 2430 742 5 CONSTRUCT 48" DIA. PRECAST CONC. MANHOLE PER CITY 0. FONTANA STD. DETAIL 112 E A 1 1 . 8 2 MR. LOU WESTFALL • • SOUTHERN CALIFORNIA GAS COMPANY Q CONSTRUCT 48" DIA. PRECAST CONCRETE MANHOLE AT CUL-DE-SAC PER CITY OF FONTANA STANDARD EA. DETAIL OF SEWER LINE CONCRETE ENCASEMENT. 2 1 • v�- DETAILS 112 & 114 Q 4) CONSTRUCT 4" EXTRA STRENGTH V.C.P. HOUSE LATERALS PER CTY . OF FONTANA STD. DET . 125 L. F. 2pO 2545 2 997 7 :F-� 3 Ul Nva � rj CONSTRUCT TEMPORARY TERMINAL CLEANOUT AT THE END OF THE PHASE BOUNDARY PER CITY OF FONTANA EA, A A STANDARD DETAIL 128 REMOVE EXISTING 8" V. C. P. L, F . 1 . 9 1 1.9 REMOVE TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY AND JOIN 1 2 3 ® CONSTRUCT SEWER MAIN CONCRETE ENCASEMENT PER DETAIL ON SHEET NO. 1 L. F. 30. 30 5 TY OF tOVY7- 4 /VA 67xlcT j1 DflCRf}Nc'E S&,4D/NW 6Ac.('F/GG/it/G •Vivo /OSI! RFQ U/2 E/t�E'> T esiv ,BOK I411,0 ' 7&e 5P4 �5 re/FiCsl T/ONS. TRENCH W1DTH P . 0 . Box 788 300 N. PEPPER STREET fl=- `` �� � t '� , SEE STiINWRP � ��' ''� , M��. m►.. A SECTION A -A RIALTO, CA . 92376 �f PV7,4/L /M S.�f4LG I fF �� �� USE WHEN SEWER IS BEING MR. DAVE JONES r t � f2 J011/V xIO64/Y, O/QTE CTfOi(/ 4W-7;;htr CONSTRUCTED AND IS LESS MKF���7 i W97"-�4Vo 7.MF- THAN 13" IN DIA. GAS: SOUTHERN CALIFORNIA GAS COMPANY Awler I �y 16231 VALLEY BLVD. F ON TANA , CA. 92335 f C699b USE THIS DETAIL WHERE CLEARANCE BETWEEN 80TTOM OF PRECAST PIPE OR CAST IN PLACE 9T0RM DRAIN AND TOP OF SANITARY SEWER IS FROM 6 INCHES TO 10 INCHES. •.. MR. LOU WESTFALL • • SOUTHERN CALIFORNIA GAS COMPANY . lAe '` DETAIL OF SEWER LINE CONCRETE ENCASEMENT. 2. 0 4. JTOTAL ALL PHASES. SEE SHEET lA FOR PHASE 1 AIVD PHASE 4 QUANTITIES 7. 8. 9. 10. Ifo. GENERAL NOTES FOR SEWER SYSTEM UNLESS OTHERWISE SPECIFIED, SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE VITRityIED CLAY PIPE [V.C.P.I. VITRIFIED CLAY PIPE SHALL BE EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM, DESIGNATION: C700-88 "STANDARD SPECIFICATION FOR VITRIFIED CLAY PIPE, EXTRA STRENGTH, STANDARD STRENGTH, AND PERFORATED" AND TO THE SPECIFICATIONS ENTITLED "VITRIFIED CLAY PIPE, MATERIALS SECTION" PUBLISHED BY THE CLAY PIPE INSTITUTE. WHERE PROVISIONS OF THESE SPECIFICATIONS ARE IN CONFLICT THE MORE RESTRICTIVE PROVISION SHALL APPLY. THE MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PF3R CITY OF FONTANA STANDARD DETAIL 112. CONCRETE FOR BA -SLAB SHALL BE CLASS 560-B-3250. STANDARD MANHOLE FRAMEAND COVER AND REINFORCED CONCRETE COLLAR -PER CITY -IT FONTANA STANDARD DETAIL 109. EXCAVATION, PIPE LAYING AND JOINTING, BACKFILLING► PAVEMENT REMOVAL, REPLACEMENT AND TEST FOR LEAKAGE ARE PER CITY OF FONTANA STANDARD SPECIAL PROVISIONS FOR SANITARY SEWER CONSTRUCTION. VITRIFIED CLAY PIPE JOINTS SHALL CONFORM TO THE PROVISIONS OF THE ASTM, DESIGNATION C425-86. PIPE INSTALLATION SHALL CONFORM TO THE PROVISIONS OF THE ASTM► DESIGNATION C12-86. ALSO, SEE CITY OF FONTANA STANDARD DETAIL 131 "STANDARD TRENCH REPAIR". ALL STATIONING REFERS TO CENTERLINE SEWER, UNLESS OTHERWISE NOTED. ELEVATIONS SHOWN ON PROFILE AS "TOP OF MANHOLE" ARE APPROXIMATE ONLY AND NOT TO BE USED FOR SETTING OF MANHOLE RING. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPEC IFIFCATIONS' DATED 1975 INCLUDING LATEST REVISIONS, AND STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION► 1988 EDITION. SHORT STUBS WITH FLEXIBLE COMPRESSION JOINTS SHOULD BE USED AT THE MANHOLE WALLS TO ABSORB MINIMAL DEFLECTION. 4" V.C.P. HOUSE SEWER LATERALS AND LATERAL HOUSE CLEANOUT - PER CITY OF FONTANA STANDARD DETAIL 125• TERMINATE ALL HOUSE SEWER LATERALS AT THE PROPERTY LINE WITH A PLUG, PER STANDARD. ADEQUATE STAKES SHALL BE. -SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONS,TRUCT,;:THE WORK TO THE PLAN GRADES. CONSTRUCTION PERMITS`SHALL BE OBTAINED FROM THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LINNITS,. ALL PIPELINES OR SUBSTRUCTURES_ OF ANY KIND AND ALL TELEPHONE OR POWER POLES. WATER ME-TERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES ETC..., SHOWN ON THESE PLANS OR NOT, WITHIN AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. "AS BUILT" PLANS SHALL BE PROVIDED TO. THE CITY BY THE CONTRACTOR. SEWER CONTRACTOR SHALL CHISEL ."X" IN THE CURB AT THE LOCATION OF ALL LATERALS. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING, THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE. THE CONTRACTOR SKALL PROVIWr_ THE TERMINAL CLEANOUT AT THE END OF THE BOUNDARY IF THE SEWER CONSTRUCTION WILL BE DONE IN SEVERAL PHASES. SEE DETAIL ON THIS SHEET AND CITY OF FONTANA STANDARD DETAIL 128 FOR SEWER TERMINAL CLEANOUT. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND APPROVED BY PREPARER OF PLANS, R SEWER LATERALS WI LL HAVE 10' BF 51-iOWN ON THESE PLANS PI?IOR TO CONSTRUCTION OF SEWER MAf NS. THE SEWER LATERALS ARE T FSE CDKJ5TRUCTGD ALUWG WITH THff SEWER MANG NG PRIOR TO PAVING OF S R65PS. AL NECESSARY COMPACT(CQ P, E PO RT5 TO 56 FUR N SH E P To i etc- ci ry off' F"DN rAmA . REyI.a�YO/YS t�0 S 2,3,4, (,,7f/ZPREPARE� ,Bf :• Q O A�0 BALL FOrQE/1�l/Y, /NC. A� - 0 c 1 Y ' J011/V xIO64/Y, O/QTE C BASIS OF REARING THE SOUTH LINE OF THE SOUTHWEST ONE-QUARTER OF SECT ] OM 23. TOWNSHIP ONE NORTH, RANGE_ SI.X__WEST_,_ _S_.S_..M. SHOWN ON TRACT NO, 13750, BOOK -237 PAGES 79 TO 9'T OF MAPS, As N 89 ° 58' 5" W SAN DERNARDINa COUNTY FIRE AGENCY FIRE PROTECTION PLANNING AND ENGINEERING DI VISION m pproved : 7 TRANSMISSION DIVISION' 2191 E. BIRCH STREET «�Ti�,�! l•. . BREA, CA. 92621 _ , REVIEWED BY REC.DRD D TELEPHONE: PACIFIC TELEPHONE 8" -'•,►-I---I r I ! r� lJ� FOR WATER ONLY 9000 HELLMAN AVENUE i ,,V CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RANCHO CUCAMONGA. CA. '•'��'�•• ! b f RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL NAMEIII1� 2 2 Z Co DATE PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; PRIVATE ENGINEER'S NOTE:, QUANTITIES SHOWN ON THESE PLANS ARE TO BE VERIFIED BY THE PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD �_ J' SEWER MAIN AT PHASE BOUNDARY CONTRACTOR PRIOR TO BID AND/OR CONSTRUCTION. IF NO BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR THE OWNER, THE ENGINEER AND THE CITY OF FONTANA HARMLESS THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE i 1 ,F;rr DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE CIVIL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK �LL,,� ENGINEER PRIOR TO THE AFORESAID TIME. THE TOTALS WILL BE ON THE MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING 4 5EWER- Wci'Q-C-l-5 A0up.51TsCONSIDERED AS FINAL PAY QUANTITIES FOR ALL WORK SHOWN ON CAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CONSTRUCTION . THE PRIVATE ENGINEER SHALL BE RESPONSIBLE ��,� �. �; � o�Eo A.V. 1237. 0. c� �o-r 14 t -M. % %4 2? ca- 3 � 12-IZ�tb THE PLANS . AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN. OWNER, THE ENGINEER OR THE CITY. FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE - OF h Rge RV A9,VM1wG T,�Qlrs/�27d s 6 PLANS FOR APPROVAL BY THE CITY. `� `�-= � ,3 R1�/151✓ LOT# t ags FM MZ7lo -2 PSR- y�g-pq Rte" mRP7REVI S I ONS Engineer City BENCHMARK :T C I TY OF FONTANA ► CAL I FORN I A ��Q�/mo__PL_ANS PREPARED UNDER THE DIRECTION OF: o Not Disori tions A roval Date: Approval Data: JP. at ASSOCIATES, INC. _ r NOTE: sTaEErs NAME MAR.g! PUBLIC WORKS DEPARTMENT NOTIFY UNDERGROUND SERVICE ALERT FIRST CITY PROPERTIES z PHASING REV/SIGNS-tv1�=ter=A -/i 8= �Cr.�c� G•tt• y,j =-�IRE�T ��Es U�.DAT�,D�- �,EL,�TE� �65'NO-1�-8-5� G •ll• 9T � Drawn b y s Scale: /2 FWE 43- R.R. Spike in E.P. by PP#1536563E"S'ly Sewer & Water Plans CALL TOLL FREE 1-800-422-413 AT 8383 Wilshire Blvd., Ste. 80 v 5EUJ62 � UJAT6R LRT�RaLS ADD�tJ 6-Z(o-q5 /y.f"'•`�v side of Baseline 220' +/- E' ly of Cherry Ave, CIVIL ENGINEERS. LAND PLANNERS JC�Rg NTS J . M. PP R . C . E . +� 2 015 DATE SES SN'� 3 (o,-7,12- � um rTE0 A5- a0[ LT q-27�s a• tt• � LAND SURVEYORS T I TLE SHEET LEAST TWO C2] WORKING DAYS BE ORE MY REGI ATION EXPIRES 9-30-93 t1PDATE T1?AGT NAs�NG, MovEP P.R.'s To AvoiD sT L14,�tTs 0 -t4 --i5 ��•y =P Designed by: Dote: Beverly Hi 1ls, CA. 9021 1 2002 IOWA AVE SUITE 110 Tract No 14276 YOU DIG G. MOVED S°GATE VALVE, ADDEp G.0 , ADDED S" FL(J(; ZEW4ED E 1 e v a t i o n = 1313.04 A . BERMAu ry_ 7- [213) 852-0499 WA-rEQSEizVkCE 09 F9EASA9T PR. RIVERSIDE, CALIFORNIA 92507 Checked bys - SEWE?_ LtME "Ca" FLOW DI1~EGTioM 112•14-9� C714I 276-8760 M.D. App roved:.� -93 Dwg. 'o. 1 14 [� & w• r�' �� r3 1 tyITY ENGINEER R.C.E. 2512 ` 4 Cf�`jTtrlc�ED f'kg4�E ro t