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HomeMy WebLinkAbout2164-1M i V IUINI I Y MAr N SCALE 1"=20001 . SUMMIT AVE. -PROJECT ❑g W Cn Z 07 W W V J UTILITY. N_0-TIFICATIONS WATERS CUCAMONGA COUNTY WATER DISTRICT 9461 SAN BERNARDINO ROAD CUCAMONGA. CA. 91730 (714) 987-2591 SEWERS CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA. 923.35 (714) 350-7640 POWER, SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 . 300 N. PEPPER STREET RIALTO, CA. 92376 MR. DAVE JONES GAS, SOUTHERN CALIFORNIA GAS'COMPANY 16231 VALLEY BLVD. FONTANA, CA. 92335 MR. LOU WESTFALL SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION'DIVISION 2191 E. BIRCH STREET BREA. CA. 92621 TELEPHONE, PACIFIC TELEPHONE 9000 HELLMAN AVENUE RANCHO CUCAMONGA. CA. PRIVATE ENGINEER'S NOTE:* .THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE Z OFES 1CW y N O ' E • � NO. 17061 PIF -V IS 1 O N �11 O. ® W.4 S 1\4 A D E gY 1• L)N.SA I! ER SAI R S Ri SS©C•1 �. S I P -V I N E, INC.: .A �1UN , IA',�►E, C11/i� �� o CAL�� RICI-AP_t> 140NSNkER R-C_E_ 17'OCof AT SLWLR WAII I R 11 R AC I- No 1 4 2 /Ir /r a GENERAL NOTES FOR WATER SYSTEM 1. THE ENTIRE WATER SYSTEM SHALL CONFORM TO THE SPECIFICATIONS AND REQUIREMENTS OF THE CITY OF FONTANA. 2. ALL WATER MAINS SHALL BE INSTALLED WITH 4Z" MINIMUM COVER. 3. THE MINIMUM AND MAXIMUM STATIC WATER PRESSURE WITHIN THIS SYSTEM IS 130 P.S.I. 140 P.S.I.. RESPECTIVELY. 4. FIRE HYDRANT LOCATIONS SHALL CONFORM TO STANDARD DRAWINGS OF THE FOOTHILL FIRE DISTRICT STANDARDS AND SPECIFICATIONS. 5. WATER CONTRACTOR SHALL ADJUST GATE VALVE COVERS TO GRADE AFTER COMPLETION OF PAVING. 6. ALL WATER LINES SHALL BE CEMENT MORTAR LINE AND COATED WITH LINING. COATING. AND STEL CYLINDER AS SPECIFIED HEREIN. 7. SAND BEDDING AND SAND BACKFILL IN PIPE ZONE IS REQUIRED UNLESS NATIVE MATERIAL IS SUITABLE AS DETERMINED BY THE DISTRICT. 8. CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA COUNTY WATER DISTRICT COPIES OF THE STANDARD SPECIFICATIONS FOR CORRECT INSTALLATIONS OF THE PROPOSED WATER SYSTEM. 9. WATER METERS TO BE AS NOTED. 10. PRESSURE REGULATING VALVES REQUIRED FOR EACH LOT WHERE THE WATER SYSTEM PRESSURE EXCEEDS 80 P.S.I. (SEE NOTE #3) 11. SEPARATION BETWEEN MAINS AND SANITARY SEWER LINES SHALL CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE. TITLE 22, SECTION 64630-C. 12. PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRUCTED WATER LINE. TESTING AND DISINFECTION SHALL BE PERFORMED TO COMPLY WITH THE PROVISIONS IN SECTION 5 OF CUCAMONGA COUNTY WATER DISTRICT STANDARD SPECIFICATIONS. 13. ANY CONTRACTOR PERFORMING WORK ON ANY PROJECT SHALL -FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 14. A PERMIT WILL BE REQUIRED FROM THE CITY OF FONTANA. DEPARTMENT PRIOR TO ANY CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY. 15. CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF -AS- BUILT" DRAWINGS TO THE CITY OF FONTANA. 16. ANY CHANGES IN WATER LINE DEPTH OR CHANGES CONCERNING CONSTRUCTION SHALL BE REPORTED TO THE CITY OF FONTANA. 17. CONTRACTOR SHALL NOTIFY THE CITY OF FONTANA AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION. 18. APPROVAL OF THIS PLAN BY THE CITY OF FONTANA DOES -NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR THE EXISTENCE OF ANY UNDERGROUND FACILITY. 19. LANDSCAPE SYSTEMS SHALL HAVE AN APPROVED DOUBLE CHECK ASSEMBLY INSTALLED AS A MINIMUM BACKFLOW PROTECTION REQUI-REMENT. 20. CONTRACTOR WILL SOLID WELD ALL JOINTS THROUGHOUT A CURVE IF THE RADIUS IF LESS THAN 455' FOR 40' LENGTHS OF PIPE AND 266' FOR 20' LENGTHS OF PIPE. 21. AT LEAST 10 DAYS IN ADVANCE. OR A MINIMUM OF 1.000 FEET AHEAD OF TRENCHING. CONTRACTOR SHALL EXCAVATE, EXPOSE. AND 'DETERMINE ("POTHOLE") THE EXACT LOCATION AND DEPTH OF EACH AND EVERY POTENTIAL INTERFERENCE AND CONNECTION, INCLUDING, BUT NOT LIMITED TOIL -L FACILITIES SHOWN SPECIFICALLY (DEPTH AND L-Oe-KnON) ON THESE DRAWINGS. OR WHICH HAVE BEEN _MARKED -BY THEIR RESPECTIVE OWNERS. CHANGES OR DELAYS CAUSED BY CONTRACTOR'S FAILURE TO PERFORM "POTHOLING" AND INTERFERENCE LOCATION WORK SHALL NOT BE ELIGIBLE FOR EXTRA WORK COMPENSATION OR TIME EXTENSION. DGE PLANS REUISIDU No. 5 WAS PREPARED BYE GENERAL NOTES FOR SEWER SYSTEM y TRE SP c caAb TRIG GRDLIp I. UNLESS OTHERWISE SPECIFIED. SANITARY SEWER LINES SHALL 2`16- 41 BE CONSTRUCTED OF BELL AND SPIGOT. TYPE VITRIFIED CLAY ?taDt�t�AS EZF[ZSEAI, R.C.E. 35275 DAZE PIPE (V.C.P.) . VITRIFIED CLAY PIPE SHALL BE EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF 14277- 1 A243 5 6 ° 22. DEVELOPER SHALL SUPPLY CITY OF FONTANA (CITY) FIVE. SETS OF 31. AT LEAST FOUR WORKING DAYS PRIOR COMMENCING ANY EXCAVATION. & ESTIMATE OF QUANTITIES APPROVED DRAWINGS A MINIMUM OF TWO WEEKS PRIOR TO 8 y CONTRACTOR SHALL REQUEST UNDERGROUND SERVICE ALERT 460 CONSTRUCTION.. 12" (.1-800-422-4133) AND ANY AFFECTED NON-MEMBER AGENCIES TO - - WATER TRACTS 14277 & 14277-1 UNIT 14277 MARK OR OTHERWISE INDICATED THE LOCATIONS) OF THEIR 23. DEVELOPER, PIPELINE CONTRACTOR, AND SUPERINTENDENT SHALL L.F. SUBSURFACE FACILITIES INCLUDING. BUT NOT LIMITED T0, 3�r� ATTEND A PRE -CONSTRUCTION MEETING WITH CITY A MINIMUM OF 4 CONSTRUCT 8" GATE VALVE STRUCTURES. VAULTS. MAIN CONDUCTORS OR CONDUITS. AND 18 TWO WEEKS PRIOR TO BEGINNING CONSTRUCTION. 1� SERVICE CONNECTIONS. UPON LEARNING OF THE EXISTENCE OR EA. 6 /zzo -" LOCATION OF ANY UTILITY FACILITY OMITTED FROM OR SHOWN 24. CONTRACTOR SHALL NOTIFY CITY (714-350-6631) AT LEAST A. INCORRECTLY ON THESE DRAWINGS. CONTRACTOR SHALL ® 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. EA. IMMEDIATELY NOTIFY CITY AND THE ENGINEER WHO PREPARED THESE Drawn by, SEWER & WATER IMPROVEMENT PLANS SoaIet TF.C. 4 A�E D its ►L� sEVI ER ¢�r�r 5��,cs 'R<:CDRD UItA1�luG-,�. _► -2 .3 - 4 -5 ® DRAWINGS. SHOULD SAID UTILITY CONFLICT WITH PROPOSED WATER. 25. CONTRACTOR SHALL FURNISH CITY WITH TWO COPIES OF THE CIVIL ENGINEERS. LAND PLANNERS LAND SURVEYORS FACILITIES. SAID ENGINEER SHALL SUBMIT A DRAWING SHOWING EA. EA. FOLLOWING DATA AND SAID DATA SHALL BE APPROVED BY THE CITY 2 THE PROPOSED SOLUTION TO CITY FOR APPROVAL. CONTRACTOR CONSTRUCT THRUST BLOCK PRIOR TO BEGINNING OF WATERLINE CONSTRUCTION. ONCE CONSTRUCT BLOWOFF SHALL NOT INTERRUPT OR DISTURB ANY EXISTING UTILITY APPROVED, CONTRACTOR SHALL SUBMIT FIVE COPIES OF APPROVED TEMPORARY TERMINAL CLEANOUT AT PHASE FACILITY WITHOUT AUTHORIZATION FROM THE"AFFECTED AGENCY. CONSTRUCT I " A/V RELEASE VALVE F6R STD. ,DW6. W117 DATA TO CITY FOR USE DURING CONSTRUCTION. ALL DATA ON OCONSTRUCT 5 WHERE PROTECTION IS REQUIRED TO ENSURE INTEGRITY OF E ' TRENCH PROTECTION, CONSTRUCTION SCHEDULE, AND ENCROACHMENT EA. EXISTING UTILITY FACILITIES. CONTRACTOR SHALL PROVIDE ALL 2 AND EXCAVATION PERMITS. ALL DATA ON WELDED STEEL PIPE. CONSTRUCT 1" SERVICE LINE NECESSARY PROTECTION. FIRE HYDRANTS. VALVES. AIR VALVES. FITTINGS. PORTLAND 11 CONSTRUCT 6" FIRE HYDRANT ASSEMBLY EA- CEMENT CONCRETE MATERIALS. AND ASPHALT CONCRETE PAVEMENT 32. STREET GRADE SHALL BE BROUGHT TO WITHIN 1 FOOT OF PROPOSED CONSTRUCT 8" FLANGE & BLIND FLANGE MATERIALS. 2 2 FINISH GRADE PRIOR TO WATERLINE CONSTRUCTION. CONTRACTOR L.F. SHALL SHOW EXISTING ELEVATIONS OVER CENTERLINE OF PROPOSED 26. WATERLINES SHALL BE CONSTRUCTED USING 10 GAUGE CML/CMC WATERLINE ON THE CUT SHEETS. WELDED STEEL PIPE (WSP) AND FITTINGS UNLESS SPECIFIED 33. DURING CONSTRUCTION OF WATERLINE, CONTRACTOR SHALL PROVIDE OTHERWISE ON CONSTRUCTION DRAWINGS. A PIPELINE CAP AND TEMPORARY THRUST PROTECTION FOR TESTING AND DISINFECTION AT A MINIMUM OF 5 FEET FROM CONNECTIONS TO 27. SEPARATION BETWEEN WATER SERVICES AND SEWER LATERALS SHALL EXISTING WATER SYSTEM AFTER NEW PIPELINE AND APPURTENANCES BE 10 FEET MINIMUM. HAVE BEEN DISINFECTED. TESTED, AND ACCEPTED BY CITY, CONTRACTOR SHALL REMOVE PIPELINE CAP AND TEMPORARY THRUST 28. BEFORE MAKING ANY EXCAVATION OR TRENCH 5 FEET OR MORE IN PROTECTION AND INSTALL CONNECTION PIPING. THE CONNECTION DEPTH. CONTRACTOR SHALL SUBMIT TO CITY A DETAILED DRAWING PIPING SHALL BE SWABBED WITH A CHLORINE SOLUTION. SHOWING THE DESIGN OF SHORING. BRACING, SLOPING. OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION. IF SAID. 34. OPEN EXCAVATION WILL BE ALLOWED OVER NIGHT OUTSIDE OF DRAWING DOES NOT VARY FROM REQUIREMENT OF THE OSHA PUBLIC STREET RIGHT-OF-WAY.PROVIDED SITE IS SECURE. A CONSTRUCTION SAFETY ORDERS (CAL OSHA OR FED OSHA, WHICHEVER CONSTRUCTION FENCE. ENTIRELY ENCLOSING SITE, WILL BE IS APPLICABLE AT THE TIfE OF CONSTRUCTION). A STATEMENT REQUIRED. SIGNED BY A REGISTERED CIVIL ENGINEER. ENGAGED BY CONTRACTOR AT HIS EXPENSE. SHALL BE SUBMITTED CERTIFYING 35. PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL FLOW LINE THAT THE CONTRACTOR'S EXCAVATION SAFETY DRAWINGS COMPLY ELEVATIONS ARE WITHIN 0.1 FOOT OF DESIGN FLOW LINE WITH OSHA CONSTRUCTION SAFETY ORDERS. IF SAID DRAWING ELEVATIONS. PIPELINES, WHEN INSTALLED. SHALL HAVE VARIES FROM SAID OSHA CONSTRUCTION SAFETY -ORDERS. THE CONTINUOUS UPGRADE OR DOWNGRADE, CORRESPONDING WITH DESIGN DRAWINGS SHALL BE PREPARED AND CERTIFIED'BY A REGISTERED SLOPE. WITHOUT HIGH OR LOW SPOTS. PIPELINES SHALL BE CIVIL OR STRUCTURAL ENGINEER. AND SAID,ENGINEER SHALL AFFIX CONSTRUCTED SO THAT ACTUAL PIPELINE CENTERLINES ARE WITHIN HIS SEAL AND .SIGNATURE.TO EACH SHEET OF SAID DRAWING. 0.1 FOOT OF DESIGN PIPELINE CENTERLINES. CONTRACTOR SHALL CONTRACTOR SHALL NOT EXCAVATE UNTIL CITY HAS RECEIVED AND ASSIST CITY AS REQUIRED TO CONFIRM COMPLIANCE WITH ACKNOWLEDGED THE PROPERLY CERTIFIED EXCAVATION SAFETY CONSTRUCTION TOLERANCES. DRAWINGS. ----- -_ - _ 36. CONTRACTOR IS ADVISED THAT ROCK OR UNACCEPTABLE TRENCH - 29. CUT SHEETS SHALL BE PREPARED SHOWING FLOWLINE ELEVATION. _ BACKFILL MATERIAL MAY BE ENCOUNTERED DURING TRENCHI-NG 1" X 2" HUB'WITH WITNESS LATHE SHALL BE SET ALONG PIPELINE OPERATIONS. WHERE SUCH MATERIAL-I-S--ENCUI�NTERED. CONTRACTOR ALIGNMENT. DEVELOPER SHALL FURNISH CITY WITH FOUR SETS OF SHALL FURNISH AND INSTALL. SUITABLE BEDDING AND BACKFILL CUT SHEETS FURNISHED A MINIMUM OF TWO WORKING DAYS PRIOR TO MATERI-AL I -N ACDORDANCE WITH STANDARD DRAWING W101. BEDDING CONSTRUCTION. CONTRACTOR SHALL.NOT BEGIN EXCAVATION UNTIL AND BACKFILL MATERIAL SHALL BE EITHER COMMERCIAL IMPORTED CITY HAS APPROVED SAID CUT SHEETS. CONSTRUCTION STAKING MATERIAL OR SELECT NATIVE MATERIAL (SCREENED--OR-WASHED). SHALL BE AT 50 FOOT MINIMUM INTERVALS. VALVES- F-I-R� ALL ROCK OR UNACCEPTABLE TRENCH BACKFILL MATERIAL SHALL BE HYDRANTS-. AIR VALVES. BLOWOFFS : AELT-T-1-NGSND CONNECTION DISCARDED AT A LEGAL DISPOSAL SITE. LOCATIONS. CONTRA R -SHALL USE THE CONSTRUCTION STAKES 37. A SOILS ENGINEER. APPROVED BY CITY. WILL TAKE COMPACTION AND CC L -T -SHEETS- OR CONSTRUCTION. CITY WILL USE THEM FOR TESTS AS NECESSARY. COMPACTION TESTS SHALL BE MADE IN THE -1SPECTION OF THE WORK. CONTRACTOR SHALL PROTECT ALL PIPE ZONE, THE BACKFILL ABOVE THE PIPE ZONE. AND IN THE SURVEY MONUMENTS AND STAKES DURING CONSTRUCTION. SUBGRADE, ALL AT INTERVALS SELECTED BY CITY. COMPACTION TESTS WILL BE TAKEN AS TRENCH BACKFILL PROGRESSES OR AFTER 30. ALL CONSTRUCTION REQUIRING CITY INSPECTION SHALL OCC -UR TRENCH 'BACKFILL HAS BEEN COMPLETED, AS DETERMINED BY CITY. 7900 AM TO 5900 PM MONDAY THROUGH FRIDAY. -EXCEPT HOLIDAYS. CONTRACTOR SHALL PROVIDE TEST HOLES AS DIRECTED BY CITY DEVELOPER SHALL REIMBURSE CITY FOR_ALL-INSPECTION EXPENSES. WHERE BACKFILL HAS BEEN COMPLETED TO ALLOW COMPACTION ALL MATERIALS AND EQUIPMENT -FURNISHED AND ALL WORK TESTS. CONTRACTOR SHALL FURNISH ALL EQUIPMENT (INCLUDING PERFORMED SHALL _BE -SUBJECT TO RIDGED INSPECTION BY THE SHORING). LABOR AND MATERIALS TO ASSIST SOILS ENGINEER IN CITY._ -WORK -PERFORMED IN.THE ABSENCE & .INSPECTION MAY BE MAKING ALL THE COMPACTION TESTS. WATER FACILITY TESTING REQUIRED TO BE REMOVED AND REPLACED UNDER PROPER CANNOT BEGIN*UNTIL CONTRACTOR HAS COMPLETED COMPACTION INSPECTION. WITH THE ENTIRE COST. OF REMOVAL AND REPLACEMENT EFFORTS AND CITY HAS ACCEPTED COMPACTION TEST RESULTS. BEING BORNE BY THE CONTRACTOR, EVEN IF SUCH WORK IS NOT DEVELOPER SHALL PAY ALL COSTS FOR COMPACTION TESTS. DEFECTIVE. WORK COVERED UP WITHOUT AUTHORITY OF THE CITY SHALL. UPON ORDER OF THE CITY. BE UNCOVERED TO THE EXTENT REQUIRED TO PERMIT INSPECTION. REPAIR. OR REPLACEMENT AND THEREAFTER SHALL BE RECOVERED. ❑ CONSTRUCTION NOTES QUANTITY 10 FT. - & ESTIMATE OF QUANTITIES 40 FT. 8 y FOR 460 921 12" No -1 - WATER TRACTS 14277 & 14277-1 UNIT 14277 14277-1 924' CONSTRUCT 8" I.D. STEEL PIPE CML & C. L.F. 3�ie3 3�r� .,� -, 9 4 CONSTRUCT 8" GATE VALVE EA. 18 1.3 1� CONSTRUCT 8" TEE EA. 6 /zzo -" F WE 43 - R.R. SPIKE IN E.P. OCONSTRUCT PER CITY OF FONTANA STANDATO DETAILS 112 & 114 A. 6 ® CONSTRUCT 8" X 450 ELBOW EA. q Drawn by, SEWER & WATER IMPROVEMENT PLANS SoaIet TF.C. 4 A�E D its ►L� sEVI ER ¢�r�r 5��,cs 'R<:CDRD UItA1�luG-,�. _► -2 .3 - 4 -5 ® LATERALS PER CITY OF FONTANA STD. DET. 125 9•Zs•yb .ts. ¢ CIVIL ENGINEERS. LAND PLANNERS LAND SURVEYORS CONSTRUCT 8" X 90° ELBOW EA. EA. 1 j 2 © CONSTRUCT THRUST BLOCK D CONSTRUCT BLOWOFF EA. - TEMPORARY TERMINAL CLEANOUT AT PHASE ® CONSTRUCT I " A/V RELEASE VALVE F6R STD. ,DW6. W117 EA. OCONSTRUCT 5 2 E ' REMOVE PLUG AND JOIN EA. 1 2 10 CONSTRUCT 1" SERVICE LINE EA. TEMPORARY TERMINAL CLEANOUT AT PHASE 11 CONSTRUCT 6" FIRE HYDRANT ASSEMBLY EA- 7 7 12 E� CONSTRUCT 8" FLANGE & BLIND FLANGE EA. 2 2 FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EV.ENT'OF DISCREPANCIES ARISING DURING CONSTRUCTION. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS/ FOR APPROVAL BY -THE CITY. NOTE: DEVELOPER/OWNER= PLANS PREPARED UNDER THE DIRECTION OF t 'NOTIFY UNDERGROUND SERVICE ALERT FIRST CITY PROPERTIES CALL TOLL FREE 1-800-422-413,3 AT 8383 WI I sh I re Blvd., Ste. 8'0 960 LEAST TWO (2) WORKING DAYS BEFORE ever - rGEORGMYRREGISTRATION EXPIRES 33311-93 SATE YOU DIG• B Iy HiIIs. CA 90211 (21.3) 852-0499 NOTE: PROVIDE PRV FOR EACH INDIVIDUAL LOT 38. IF MONUMENTS OR BENCHMARKS MUST BE REMOVED OR DISTURBED TO ACCOMMODATE CONSTRUCTION, CONTRACTOR SHALL HAVE A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR REPLACE SAME. 39. THE DEVELOPER SHALL PROVIDE CITY WITH ONE SET OF RECORD DRAWING MYLARS. SAID DRAWINGS SHALL BE APPROVED BY CITY PRIOR TO ACCEPTANCE OF'WATER FACILITIES.BY CITY. r'AUL �• HUOMC-57-J�2. 0.4 TEE ,RECORD DRAWING o NOTE• . HU11115.4&7 e ASSOCIATES �vsrory ivo./Z%/3\. �I�,�E /4 8y 2900 ADAMS 5Tie1_ET5u/ q /$ f/ALL N© TE • � � o z. X02 a 5 TIMA T'E of QuA 1VT/ T/E9 a" To©5 T�ec�cT-�aiv ��k�-,oG�✓_ 1Z-7.9'�. C?W _C: A1q%Ui_ -11 2 29 =oA- 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. 2. THE MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF-FONTANA STANDARD DETAIL 112. CONCRETE FOR BASE SLAB SHALL BE CLASS 560-B-3250. STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR -PER CITY OF FONTANA STANDARD DETAIL 109. 3. 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 9 C12-86. ALSO. SEE CITY OF FONTANA STANDARD DETAIL 131 "STANDARD TRENCH REPAIR". 4. ALL STATIONING REFERS TO CENTERLINE SEWER, UNLESS OTHERWISE NOTED. 5. ELEVATIONS SHOWN ON PROFILE AS "TOP OF MANHOLE" ARE APPROXIMATE ONLY AND NOT TO BE USED FOR SETTING OF MANHOLE RING. 6. ALL WORK SHALL BI DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFIFCATIONS DATED 1975 INCLUDING LATEST REVISIONS. AND STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION. 1988 EDITION. 7. SHORT STUBS WITH FLEXIBLE COMPRESSION JOINTS SHOULD BE USED AT THE MANHOLE WALLS TO ABSORB MINIMAL DEFLECTION. 8. 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. 9. ADEQUATE STAKES SHALL' BE SET BY THE ENGINEER TO Er1ABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO'THE PLAN GRADES. 10. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY.WORK WITHIN THE CITY LIMITS. 11. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES. WATER METERS. 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 Tj-1E CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12. "AS BUILT" PLANS SHALL, BE PROVIDED TO THE CITY BY THE CONTRACTOR. 13. SEWER CONTRACTOR SHALL CHISEL "I"' IN THE CURB AT THE LOCATION OF ALL LATERALS. 14. MANHOLE FRAMES AND COVERS TO BE CONSTRUCT -WER�- CONTRACTOR 6" BELOW FINISHED_ _A�._ANrD PON COMPLETION OF PAVING. THE PAV 1G -C --O ACTOR StTAL-L-R-A-I_SE SAME TO FINISHED GRADE. THE CONTRAC-T-OI-SH LA L PROVIDE THE TERMINAL CLEANOUT AT THE END OF -THE BOUNDARY IF THE SEWER CONSTRUCTION WILL BE DONE SEVERAL PHASES. SEE DETAIL ON THIS SHEET AND CITY OF FONTANA STANDARD DETAIL 128 FOR SEWER TERMINAL -CLEANOUT. CAUTIONt 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 8Y PRF..PARER OF PLANS. PIPE CURVE DATA PIPE SIZE -MIN. RAD. FOR PIPE LENGTH 10 FT. - 20 FT. 40 FT. 8 y 230 460 921 12" 356 712 1424 16" 462 924' 1848 NOTE '���` SEWER LATERAL LOCATION WILL RECOMMENDED FOR APPROVAL - WATERONLY� 'v. f L HAVE TO BE SHOWN ON THESE PLANS ROf ESS/p _ - - roe G�RT y �q�� PRIOR TO CONSTRUCTION OF THE SEWER MAIN, ALONG WITH SEWER MAIN KRIEGER & STEWART -INC. ; �, LATERALS TO BE CONSTRUCTED PRIOR TO PAVING OF ANY STREET..Z49 3� W No.26229 m ALL NECESSARY COMPACTION REPORTS TO BE FURNISHED TO THE CITY 'R.C.E.; DATE �. Exp. 3/31/98 OF FO N TA N A . - '•�`��%; : `��q�, CIV11_ �� _CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE OF CA0� RESPONS I'B LL I TY FOR JOB SITE CONDITIONS DURING THE COURSE_ - OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL ` 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: 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 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 SES �O r. DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE CIVIL KNOWLEDGE THERE ARE Mn EXISTING UTILITIES EXCEPT AS SHOWN rROM ANT/ `'AWD ALL LIABILITY REAL OR ALLEGED IN CONNECTION ENGINEER PRIOR TO THE AFORESAID TIME THE TOTALS WILL BE ON THE MAP THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- IJ ' . L TH T" CONSTRUCTION -NOTES QUANTITY. O b ESTIMATE OF QUANTITIES L. E.-RFORMANCE OF WORK ON THI S PROJECT . EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OldNER, THE ENGINEER OR THE CITY'. ' REVISIONS R C� ty No. SEXIER TRACTS 14277 & 14277-1 UNIT 14277 14277-1. O CONSTRUCT 8" EXTRA STRENGTH V.C.P. L.F. 3 64 374 48" DIA. PRECAST CONCRETE MANHOLE . /.� 9A/E,ET,J - .,� -, 9 ©CONSTRUCT PER CITY OF FONTANA STD. DETAIL 112 A. 13. 1� Cl�OATEA -STREET AIA�1ES 48" DIA. PRECAST CONC. M.H. AT CUL-DE-SAC �, /zzo -" F WE 43 - R.R. SPIKE IN E.P. OCONSTRUCT PER CITY OF FONTANA STANDATO DETAILS 112 & 114 A. i - 1 1 2 /t•t/- .rr CONSTRUCT 4" EXTRA STRENGTH V.C.P. HOUSE _ Drawn by, SEWER & WATER IMPROVEMENT PLANS SoaIet TF.C. 4 A�E D its ►L� sEVI ER ¢�r�r 5��,cs 'R<:CDRD UItA1�luG-,�. _► -2 .3 - 4 -5 ® LATERALS PER CITY OF FONTANA STD. DET. 125 9•Zs•yb .ts. BASELINE 220' +/- E' LY- OF CHERRY AVE CIVIL ENGINEERS. LAND PLANNERS LAND SURVEYORS NTS TIT L E SHEET CONSTRUCT TERMINAL CLEANOUT PER CITY OF FONTANA p 8 0 © STANDARD DETAIL 128 F 4 - TEMPORARY TERMINAL CLEANOUT AT PHASE 2002 IOWA AVE- SUITE 1 10F- _TRACT. NA, 14277,1427742,3,4,5jr0 - OCONSTRUCT 5 BOUNDARY PER CITY OF F09TANA STANDARD DETAIL E ' I Ejl REMOVE PLUG & JOIN EX IST. •F TEMPORARY TERMINAL CLEANOUT AT PHASE (714) •276-8760 Checked by, Dwg. NI . / - - t OREMOVE BOUNDARY AND JOIN A. ® CONSTRUCT SEWER MAIN CONCRETE ENCASEMENT L.F. Icj NOTE '���` SEWER LATERAL LOCATION WILL RECOMMENDED FOR APPROVAL - WATERONLY� 'v. f L HAVE TO BE SHOWN ON THESE PLANS ROf ESS/p _ - - roe G�RT y �q�� PRIOR TO CONSTRUCTION OF THE SEWER MAIN, ALONG WITH SEWER MAIN KRIEGER & STEWART -INC. ; �, LATERALS TO BE CONSTRUCTED PRIOR TO PAVING OF ANY STREET..Z49 3� W No.26229 m ALL NECESSARY COMPACTION REPORTS TO BE FURNISHED TO THE CITY 'R.C.E.; DATE �. Exp. 3/31/98 OF FO N TA N A . - '•�`��%; : `��q�, CIV11_ �� _CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE OF CA0� RESPONS I'B LL I TY FOR JOB SITE CONDITIONS DURING THE COURSE_ - OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL ` 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: 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 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 SES �O r. DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE CIVIL KNOWLEDGE THERE ARE Mn EXISTING UTILITIES EXCEPT AS SHOWN rROM ANT/ `'AWD ALL LIABILITY REAL OR ALLEGED IN CONNECTION ENGINEER PRIOR TO THE AFORESAID TIME THE TOTALS WILL BE ON THE MAP THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- IJ ' . L TH T" CONSIDERED AS FINAL PAY THE PLANS. QUANTITIES FOR ALL WORK SHOWN ON CAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN. L. E.-RFORMANCE OF WORK ON THI S PROJECT . EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OldNER, THE ENGINEER OR THE CITY'. ' REVISIONS Engineer neer C� ty BENCHMARK: CITY O F FONTANA CAL I FORN I A Not D1acr1 t,on= P Approval Date= Approval pate= �oP4 o � � ASSOCIATES, INC . /.� 9A/E,ET,J - .,� -, 9 M� 7-4 1-14, - PUBL I C WORKS D-NEPARTMENT Cl�OATEA -STREET AIA�1ES rr-2 94 �, /zzo -" F WE 43 - R.R. SPIKE IN E.P. r, s QDDE� �,}IF,L'f5 to IE A4•• /t•t/- .rr BY PP#1536663E S'LY SIDE OF _ Drawn by, SEWER & WATER IMPROVEMENT PLANS SoaIet TF.C. 4 A�E D its ►L� sEVI ER ¢�r�r 5��,cs 'R<:CDRD UItA1�luG-,�. _► -2 .3 - 4 -5 - z. $_ q: 9•Zs•yb .ts. BASELINE 220' +/- E' LY- OF CHERRY AVE CIVIL ENGINEERS. LAND PLANNERS LAND SURVEYORS NTS TIT L E SHEET eo,Qp ,p"%A1/Mer - *r?- 14Z77 /4277- ro p 8 0 • _ De a g n e d by Date t - 2002 IOWA AVE- SUITE 1 10F- _TRACT. NA, 14277,1427742,3,4,5jr0 - RIVERSIDE. CALIFORNIA 92507 C- OCT. 1990 �' ELEVATION = 1313.04 (714) •276-8760 Checked by, Dwg. NI . / - - t Ap roved t C id✓. �c�re-�R- i 7 9 3 �•�� • _. G.R•S• ! 'S c _.CITY CI GI R.C.E. 2512