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Home My WebLink About1861-401 0 t O G E IGAI- PIAN I 40.3 VP .iN o � 4wm•m E:YisT 4040 sE*f4 '/0� 01,Fv 0 �1 Z 1 7 .- N BASE L I N E SE"CH MARK FINE 1 USCG3 0& STATION 'PACE[' 19611.900ZELY. OF RAILROAD TRACKS AND 28@!SLY. OF CL BASELiNL 1.1 !S. ELY. OF EAST AVENIJE. SAME AS CITY 13.dt. *364 ELEVATION 1301.54' a!- INSTALL CURS 4V7491r, STP. DE'r4tL 124A AV E N U E Im f1vsr. F/QE 41Y�A/r A•sSE4faLY . SANITARY SEWER GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH TIIESF Pi.A11S AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975. 2. ` CONSTRUCTION PERMITS SIIALL, BE OBTAINED FROM THE Fotlm"A PUBLIC WORKS DEPAR'TMRNT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 3. TERMINATE ALL 4" HOUSE SEWER LATERALS AT THE PROPERTY LINE WITH A PLUG. 4. ADF;Qt1ATE STAKES SIIAL,1, BE SFT BY THR ENGIN , .R TO ENABLE Tilt CON'T'RACTOR TO CONS'T'RUCT THE WORK TO THE PLAN GRADES, 5. ALL PIPFLINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPI1011E OR POLF,S, WATER METERS, VALVES, IIYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO 8R IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR118 RESPONSIBILITY TWO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 6. "AS-11111LT" PLANS SHALL BE PROVIDED TO Tilt CITY BY THE CONTRAC'T'OR. 7. ALL, 4" HOUSE SEWER LATERALS SHALL BE INS'T'ALLED ON A 21 MIM M11N GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. S. SEWER CON'T'RAC'T'OR SIIALL CHISEL "X" IN THE CURS AT THE LOCATION OF ALL LATERALS. 9. MA1111OLF, FRAHES AND COVERS TO lqr CONSTRUCTED BY THE SEWER C0111'RACTOR 6" BFIOW FINISHED SURFACE GRADE AND UPON C011PT,ETIOM OF PAVIIIG, THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE. 10. ALL STATIONING REFERS TO CENTERLINE OF SEWER. ALL SE WE K T fE /VC H 11V6 5 r/qL Z BE DONE /N ACcotP 4Att N/ir# OSHA S TAAIPA RP.S. • _ WATER SYSTEM NOTaa 1. TRE ENTIRE NATER SYSTEMS SMALL CONFORM TO THE SPECIFICATIMS AND REWI REI4EIITS OF THE CUCAMONGA COUNTY WATER DISTRICT. 2. ALL MATER MAINS SHALL BE INSTALLED WITH 30" MINIMUM COVER. 3. TU MINIMUM AND MAXIMUM STATIC NATER PRESSURE WITHIN THIS SYSTEM IS SHM IN THE TABLE ON THIS SHEET, 4. FIRE RYDRANT R3QU1REMENTS SHALL CONFORM TO TIIE STANDARDS AND SpECIFICATIONS OF THE CENTRAL VALLEY FIRE PROTECTION DISTRICT. S. NATER CONTRACTOR SHALL ADJUST GATE VALVE COVERS TO GRADE AFTER %&mw TION OF PAVING. 6. ALL 68 NATER LINES SHALL BE 12 GAGE; ALL •", 10", 12" AND 16" WATER LINES SHALL BE 10 GAGE STEEL, CEMENT MORTAR LINED AND WRAPPED ACCORDING TO A.W.N.A. SPECIFICATIONe C205-85 AND C203-96 RESPECTIVELY, 7. SAND =010I1tG AND SAND BACKFILL IN PIPE ZONE IS REQUIRED UNLESS NATIV! MATERIAL IS SUITABLE AS DETERMINED BY THE DISTRICT. •. CONTttACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCA14ONGA COUNTY WATER DISTRICT COPIES OF THE STANDARD SPECIFICATIONS FOR CORRECT 1119TALLATION OF THE PROPOSED WATER SYSTEM. 9. WATER METERS SHALL BE 1" DOMESTIC, AND 2" IRRIGATION. 10, PRESSVR: REGULATING VALVES REQUIRED FOR EACH LOT WHERE THE WATER SYSTEM PRESSURE EXCEED SO P.S.I. (SEE NOTE #3) 11. SEPARATION BETWEEN NATER MAINS AND SANITARY SEWER LINES SHALL CON!'ONM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE. TITLE 22, SECTION 64630-C. 12, PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRUCTION WATER LINE, TESTING AND STERILIZATION SHALL BE PERFORMED TO COMPLY WITH TIIE PROVISIONS IN SECTION S 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. UTILITY NOTES: 14• CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF "AS -BUILT" 22. WATERLINE CONTRACTOR WILL TACK WELD ALL JOINTS 80# FROM END OF � DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT. P 15. ANY CHANGES IN WATER LINE DEPTH 09 CHANGES CONCERNING CONSTRUCTION ' WATER: CUCAMONGA COUNTY WATER DISTRICT 'E"P�IYATE SHALL M REPORTED TO THE CUCAMONGA COUNTY WATER DISTRICT. 9461 SAN BERNARDINO ROAD 16. CONTRACTOR SHALL NOTIFY THE CUCAMONGA COUNTY WATER DISTRICT AT CUCAMONGA,-CA 91730 LEAST 49 -HOURS PRIOR TO START OF CONSTRUCTION. (714) 987-2591 17. APPROVAL OF THIS PLAN BY THE CUCAMONGA COUNTY WATER DISTRICT DOES THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR THE EXISTENCE OF SEWER: CITY Of FONTANA LINE: ON STRUCTURES NOT SHOWN ON THESE PLAITS, AND IS RESPONSIBLE FOR ANY UNDERGROUND FACILITY. 8353 SIERRA AVENUE 19. A PERMIT WILL BE REQUIRED FROM THE CITY OF FONTANA ROAD DEPARTMENT FONTANA, CA 92335 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY PRIOR TO ANY CONSTRUCTION WITHIN STREET RIGHT-OF-WAY. (714) 350-7640 19. STATIONING SHOWN ON WATER SYSTEMS IS BASED ON ROAD CENTERLINE P CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT• INCLUDING DISTANCES AND STATIONING. POWER: SOUTHERN CALIFORNIA RDI9ON COMPANY 20. LANDSCAPE SYSTEM SHALL HAVE AN APPROVED REDUCED PRESSURE PRINCIPLE P.O. BOX 788 AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND INSTALLED AS THE MIN. BACK FLOW REQUIREMENT. PIPING AND BACK FLOW 300 N. PEPPER STREET PLANS MUST AB IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.ABII'`I• PREVENTION DEVICE FROM METER AND BOX WILL BE CONSTRUCTED UNDER RIALTO, CA 92376 SEPARATE CONTRACT. MR. DATE JON= 21. WATER CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING DISTRICT L FURNISHED METER BOXES PRIOR TO INSTALLATION OF METERS. _ 22. WATERLINE CONTRACTOR WILL TACK WELD ALL JOINTS 80# FROM END OF � LINE• ON ALL CURVES, AND AT ALL ANLGE POINTS --PER CCWD STD. P DUG, 110. 9. 'E"P�IYATE ENGI NAM • S W ar r CE TO CONTRACTOR Q`' Q TIm EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLAITS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND -� TO TM BEST OF OUR KNOWLEDGE, THERE ARE NOT EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY N ASURSS TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER lv LINE: ON STRUCTURES NOT SHOWN ON THESE PLAITS, AND IS RESPONSIBLE FOR • 0 Tu p'M4TiC'PION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE C12 REQUIRED TO ASSUME SOLE AND'COMPLETE RESPONSIBILITY FOR JOB SITE P CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT• INCLUDING 4v SAFETY OF ALL PERSONS AND PROPMMI THAT THIS REQUIREMENT SHALL, BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, CAUTION: THE ENGINEER PREPARING THEM PLANS WILL NOT BE RESPONSIBLE FOR, OR AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND LIABL9. FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL PLANS MUST AB IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.ABII'`I• Rte=' OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK Oil L V � W �L JL 3 vw anaw rRw sa.T. THE CONTRACTOR SHALL BE RESPONIIDLE TO REPORT 023CREP1►NCIE8 IN PLANS ANP/OR FIELD CONDITIONS I141EDIATELY TO THE DESIGN ENGINEER FOR RESOI/I1TIOlf P1tI0R TO C00STRUCT20N1, AND -SHALL BE RESPONSIBLE FOR DISCRSH11NC2E! NOT 80 REPORTED AND RESOLVED. CONSTRUCTION NOTES 6 QUANTITIES SEWER (CITY OF FONTANA STANDARDS) 0 1k AM P II CONST. 6" VCP EXTRA STRENGTH SEWER LATERAL I�--- CONST. 44" PRECAST COMC.MANHOLE PER 3TD.DETAILS 109 S 112 13 CONST. STD. 6" CLEANOUT PER STD. DETAIL 128 DRAINAGE (FOR IRRIGATION NUISANCE WATER) (R__INSTALL 4' ACP, CLASS 130 21 INSTALL to ACP. CLASS 130 22 I N3TALL TYPE "L"ADAPTOR PEA STD. PETAiL 144A 23 INSTALL KMItKSET DRAIN BOX, SERIES DS Isis WITH ALM. FDRY . A201 O 6. 1 . PARKWAY GRATE AV arrA& AVL 4 INSTILL L1P✓*CWG L'aWrAlW It &/A!P" REA aelx& av L - t 25 iNs rA1 L 10'' AC p, C1.40 /So t xs mi. L /2' A Grl Cz A SS /So INSTALL (r ' ACo1 CLASS 150 5 EA 28 INS T,411. 22 % * jr 3M " REC 7W ec [AR r/pr, pEx Srp pEncl- 1z*A Z WATER (CUCAMONGA COUNTY WATER DISTRICTS STANDARDS) Z Q 640- � 30 -#ef w ujJ .175 L F o -744 LF 3I INSTALL i" GALV. STEEL PIPE 405 Lor 2 EA 0 (� 32 EA- 2 EA W W (3D3 IMES 34 aINSTALL 'Y'' a�«' -STEEL ��f -- 330 LF � J C35im; INSTALL 1' STEEL WATERFWI" METER GWTW/L av .f'rQ 2 EA = Y 3O LF 4owv 1.iPE�'CEiP �PE.StIiPi�^4'�Iw4dre- A0%e 1W4,r ^dW/CPEO > 36 '87 LP TACK WELD ALL JOWTS STD. DWG. � 5 EA NOTE ' WATER FOUNTAINS SMALL BE INSTALLED a . r PER L/P/D STDS. • DWOS. 17 EA 0 tV 5 64 0' 20" 40' 808. 0' Q 62 7 LALL g t 461 tf712 ;ZW 31 cF NORTH w 275 LF r 4116