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Home My WebLink About3737-1GENERAL NOTES 1. ALL WORK SWILL BE IN ACCORDANCE WITH THESE PLANS, THE CiTY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AID THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ('GREE! MI. ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LAiEST EDITION UNLESS OiIERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXiST IN THE CONTRACT DOGxIMOIT5 THAT CAN NOT BE RESOLVED BY REFERENCE PRECEDENCE PROVISIONS IN THE IGTEEN BOOK', THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CiTY DOM FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT M THE APPROVAL OF THE CITY DOM. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMiLFNTY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION 94ALl BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT -OF -%11Y WITHIN THE CITY LINT'S, CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICES, METHODS AMD PROCEDURES DESCRIBED IN THE STATE OF CALEORMA MANUAL. OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIECiED BY THE CITY TRAFFIC ENGINEER. 6. iT SHIALL BE THE RESPONSIINLRY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIES. 7. THE CONTRACTOR 91Al OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR WATER IN DEPTH FROM THE CALIFORNIA STATE DMSION OF IDUSiRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FiVE (5) FEET IN DEPTH SHIM. BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSIIANT TO THE REQUIEIENTS OF THE DIVISION OF IDUSiW SAFETY OF THE STATE OF CALIFORNIA. TRENCHES IHSS THAN FiVE (5) FEET SHALL. ALSO BE GUARDED WHEN THE MENTIAL EXISTS FOR GROUND MOVEMFJNT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC iIGH'T OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DOERMINNED FROM AALABLE INFORMATION. HOWEVER, R SHA .L BE THE RESPONSIBIM OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVfATION OF ANY EXISTING UTNJTIES, AiD TO EXEIM PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSMUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, Lam, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLINED WATER, SEIIER, STORM DRAIN, FLOOD CONTROL. NO CALiRANS. ALL UTILITY COMPANIES SHALL BE GM31 TWO WORKING DAYS NOTICE PRIOR TO WORK MOM MD THEIR FACUTES. 12. THE CONTRACTOR SHIALL NOT OPERATE ANY FiRE HYDRANT OR WATER MAIN VALVES WTHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SWIM. COOMNATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUINiEMEINTS. 13. STATIONING REFERS TO THE CENTURU NE CE SEWER EXCEPT WHERE OTHERWISE NOTED. 14. ADEQUATE CONSTRUCTION CONTROL SAKES SFWl BE SET BY THE ENGINEER TO FINABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENICHIAARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUENTS, MONUMENT TES OR BENCH MARKS WITHOUT PRIOR NOiEiCATION TO THE CiTY EiIGI CER. 16. REMOVAL AND REP ACEMIENT OF EXISTING SURVEY CONTROL., INCLUDING SURVEY MOMNAENTS, MONUMENT TIES AND BENCH MARKS, SHWA BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SNI BE REPLACED. THE CONTRACTOR SHWA NOTIFY THE ENGINEER ONE WEEN( PRIOR TO CONSTRUCTION SO THAT TO TO MOlIAENTS CAN BE ESTABLISHED FOR LATER REPLACEIM OF THE MONUMENT. 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESDENTS AMD BUSNESSES AT All TiMES. A W UN 12 FOOT LANE SHALL BE MAINTAIED AT ALL TIES IN THE CONSTRUCTION AREA FOR IESDENTS NO EMERGENCY VD#CLES. 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INC LLIDING ADEQUATE WATERING, AT ALL TIES. 19. TIE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED WATERW., MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIG H'T OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRiTTEN APPROVAL 20. NO TREio BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CiTY INSPECTOR. 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 22. CAE SHOULD BE TNGON TO PREVIA GRADES, DITCHES. AND SHALES FROM UNDERMINING STREET IrNPRRONEMENtS. UPON INSPECTION OF THE SiTE. THE CITY DOM MAY REQUIRE TEMPORARY NON-EROOEAA>B.E SHALES ENTERING OR LEAVING IMPROVEMM. 23. ALL EXPOSED CONCI RETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24. IF SEWER CONSTRUCTION IS TO BE DONE N PHASES, THE CONTRACTOR SHW.L PROVIDE A TERMOK CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLF, SEE CRY OF FONTANA STANDARD DETAIL FOR TERMINI CLEANOUT. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAD SFX TYPE VITRIFIED CLAY PPE (V.C.P.) EXTRA STREiNGTH CLASS AND SHALL CONFORM TO THE PRONASIONS OF THE ASiM DESM10 C700. 26. NO OPEN TRIED SHALL BE ALLOWED AT THE EO OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27. SHORT VCP SRO WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SFW1 EXPOSE EXISTING FACInn AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO DOM FACILITIES DOES NOT IDLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PAINS. 29. ALL 4' HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CiTY ENGINEER. 30. TERMINATE ALL 4' HOUSE SEWI:R LATERALS 3 FEET INSIDE THE LAT WITH A PWG 12' BELOW THE GROW SURFACE. WHEN PUBLIC UTNJiY EASEMWS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LITERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE U111TY EASEMENT. 31. THE SEWER CONTRACTOR SHALL STAMP AN 'S' IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL 32. IF DWING U RIFF S OR ANY OTHER FAtW_RE5 CONFLICT WITH THE PROPOSED IPROVEMEINM THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES MEDIATELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMES AND REIFORCING STEEL HAIL BEE! PLACED, INSPECTED AND APPROVED. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED A/D APPROVED PRIOR TO PAVING OF STREETS. 35. APPROVED SOL. STERL/WT iS REQUITED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO RAtEIENT. 36. ALL MAIIOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAWK CONTRACTOR UPON COMPLETION OF POW. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SA71SFACTION OF THE CITY TRAFFIC DING I NEER. 38. AS -BUILT DRAWINGS SHWl BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CiTY ENGINEER. PFEPARM BY FIRM: raab 0 hc. ADDRESS: 310 S. MAPLE ST., STE. D CORONA, CA 92880 TELEPHO : (951)M2-1072 FAX: ( 951) 272-0166 29616 • S GNATURE RCE DATE QVtOFESSl 44 W NO. 29616 cc :o Exp. 3/31/09 4F '<�-lfreC � VC 1� t)F CA�, Clip OF FONTANA SEWER IMPROVEMENT PLANS FOR TRACT NO. 16503 TRA/c,-,-T 1\1 J, 15961 14 15 16 17 1�� ilI s \ 5 /4 - - - -� _--- LVENLE �HH 100 0 100 200 SCALE 1 : 100 INDEX MAP X DENOTES SEE SHEET NO. 1 i�,VVi M./ W !�� OFiSS/ 4 1 W N0. esu r � C Exp. 3/31/11 NAR!( L RCE 29616 DATE �f�rF o l v o, CAI�f A � DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 �.) c') 0 to 0 U r� L� 6,6101 I A ~ CiTY OF F•OWANA ATTN: BRIAN WREN 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 SOUiHERN CALIFORNIA GAS COMPANY ATTN: DENNIS FREEMAN 1981 W. LUGONIA AVE. REDLANDS, CA. 92374 (909) 335-7547 EMERGENCIES: (800) 427-2200 30 MAX. SIZE NATIVE SOIL COMPACTED 95% 60 MIN. 60 MIN. 10' MAX. 100 MAX. 164 6' MAX. SIZE NATIVE SOI. 1' MAX. SIZE COMPACTED 90% SELECTED NATIVE /-To 90% COMPACTED 1/2' CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC N WORKS CONSTRUCTION TABLE : 200 1.2 [A] SHOWN W � + d O 80 VCP- . TYPICAL BEDDING FOR 8* VCP/DIP 10' OR DEEPER NOT TO SCALE CONSTRUCT SEWER MANIHOLE PER CRY OF FONTANA STD. NO. 109, 112, & 114 20 CONSTRUCT 4' DIA. (EXTRA STRENGTH) V.C.P. LATERAL WITH CLEAN-OUT AND PLUG PER CiTY OF FONTANA STD. NO. 125 O3 CONSTRUCT 8' V.C.P. (EXTRA STRENGTH) SEWER MAIN * QUANTITIES SHOWIN HEREON ARE ESTIMATES ONLY AND ARE PROVIDED TO ASSIST THE CiTY IN DETERMINING FEE A!: BOND AMOUNTS ONLY. * * THE CONTRACTOR SHAM. VERIFY ALL QUANTITIES PRIOR TO START OF CONSTRUCTION. UTILITY NOTIFICATIONS CRAWFORD CANYON MUTUAL WATER CO. ATTN: BILL VANDERKIEFi, JR. (619) 868-6040 PACIFIC BELL CO. ATTN: VIRGINIA BECKER 3939 E CORONADO STREET ANAHEIM, CA 92807 (714) 666-5467 UNDERGROUND SERVICE ALERT (800) 422-4133 300 N. PEPPER STREET ATTN: STEVE HOCK RIALTO, CA 92376 1400 E. PHILIPS BLVD. 909 820-5598 -- UNDERGROUND ONTARIO, CA, 91766 909 875-5100 -- TRANSMISSION (800) 422-4133 213 637-1233 -- PIPELINES 1 2' 90 - 100 FONTANA WATER COMPANY COMCAST (ME m ATTN: MICHAEL J. MCGRAW ATTN: JACK HAYES 8440 NUM AVE. 1205 DUPONT AVE. FONiAIA. CA 92235 ONTARIO, CA 91761 (909) 822-2201 (909) 390-4738 FAX (909) 823-5046 PRIVATE ENGINEER'S NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR ANY STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR MIFD(E THERE ARE NO EXISTING UTiLiTES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEMIRES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE COMMK10R FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES NOT SHOWN ON THESE DRAWINGS. I CONTRACTOR AGREES THAT HE/ SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIIITY FOR JOB SiTE CONOITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHIALL DEFEND, INDEMNIFY AND HOLD THE CiTY, THE OWNER AND THE ENGINEER HARMN M FROM ANY AND ALL LIABMY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP'TiNG FOR LIABILITY MOW FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE DMEER. BASIS OF BEARINGS THE BEARING OF N 89'55'030 W FOR THE CENTERLINE OF BASELINE AVELIE, AS SHOWN ON A MAP OF TRACT NO. 14293, RECORDED IN BOOK 255, PACES 94-98, INCLUSIVE, OF MAPS, RECORDS OF SAN BORNARDINo COUNTY, CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR THUS MAP. BENCHMARK CiTY OF FONTANA BENCHMARK NO. 378, CIRCUIT NO. 67-5, 30D NAI. IN POWER POLE (NO NUMBER), SOUTHWEST CORNER OF BEECH AND FOOTHILL BLVD., DATED SEPTEMBER 1967. ELEVATION = 1267.84' 30 MAX. SIZE NATIVE SOUL COMPACTED 95% 60 MIN. 100 MAX. - 6' MAX. SIZE - - NATIVE SOIL -� COMPACTED 90% 60 MIN. 10' MAX. TABLE s 200 -112 W SIEVE SIZE PERCENTAGE PASSING SIEVES -1/203 1 -1/2- OUAiVT MES SHOULD CONSTRUCTM OF THE REMED LIPROYMBM NOT t THM NTIO CONFONAANM WH CONCIMMS AND 40 3/4* 100 1 2' 90 - 100 38' 20-60 NO. 4 0 - 15 NO.8 0-5 ASTM C 131 TEST GRADING B 1' MAX. SIZE SELECTED NATIVE BEDDING COMPACiED TO 90% • N � �p �+ o 8' C - . `t TYPICAL BEDDING FOR 8w VCP/DIP LESS THAN 10' DEEP NOT TO SCALE NTY MAP. NOT TO SCALE LEGEND OUAiVT MES SHOULD CONSTRUCTM OF THE REMED LIPROYMBM NOT t THM NTIO CONFONAANM WH CONCIMMS AND SEWER UNE BC BEGIN CURVE - - - _ SEWER UNE PER EC END CURVE OTHER SHEET 2 FA - --a S-- - EXIST. SEWER UNE CL CENTERLINE F.L FLOWUNE GUTTER 620 LF. STORM DRAIN LINE DAIL- WATER LINE F.S. FINISHED SURFACE 442 LF. - -a W- - EXIST. WATER LINE F. FINISHED DIRT r ^----- SEWER MANHOLE IOC DUSTING DIRECTION OF FLOW S SEWERUNE - RIGHT OF WAY SD STORM DRAIN UNE I -41Z4- SII-- EDGE OF PAVEMENT W WATERLINE - CENTERUNE ST STREET STATION 1 0- WATER VALVE 10+00.00 SEWER STATION f nw HYDRANT MH MANHOLE ' 0-0 STREET LIGHT INT. INTERSECTION ® HANDICAPPED ACCESS RAMP R/W RIGHT OF WAY . NTY MAP. NOT TO SCALE SHOULD CONSTRUCTM OF THE REMED LIPROYMBM NOT t THM NTIO CONFONAANM WH CONCIMMS AND CITY OF FONTANA, CAUFORNIA DAIL- v • aP •r os r