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Home My WebLink About3840-1T� I b � t 5 Z) 7 co c zs 0 0 > GENERAL NOTES FOR SEWER IMPROVEMENT PLANS 1 ALL WORK SHALL. BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2, WHEN A 'TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL. IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION, 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4� CONSTRUCTIO PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK, INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) '7610, 5� THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES , ME"FHODS AND PROCEDURES DESCR6ED IN THE STATE OF CALIFORNIA MANUAL OF" TRAFFIC CONTROLS, LATEST NO-METR�C EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6, IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR 1-0 MAINTAIN BARRICADES, DEL.INEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES, 7, THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY, 8� THE WALLS AND FACES OF ALL EXCAVATIONS GREATER 'THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORiNG, SLOPING OF' THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF' THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF' CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL AL.S0 BE GUARDED WHEN TIlE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL,. BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE 1_0CATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE �1_11E RESPONSIBILl"'ry OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE 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 CONSTRUCTION WIT[i ALL, UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTERIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CAL -TRANS, ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR -ro WORK AROUND THEIR FACILITIES, 12� THE CONTRACTOR SHALL NOT OPERATE ANY F�RE HYDRANT OR WATER MAIN VALVES WTHOUT APPROPRIATE AGENCY AUTFIORIZATiON, CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS, 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14, ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUC'TION CONTROL, STAKING DURING CONSTRUCTION. 15� THE CONTRACTOR SHALL NOT DISTURB EX61TNG SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOT'IFI CATION TO THE CITY ENGINEER. 16, REMOVAL AND REPLACEMENT OF EXISTING' SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAI' WILL BE RESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL,. BE REPLACED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUC FiON SO THAT "TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT, 17, THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATER�NG, AT ALL "TIMES, 19� "THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS 1-0 BE REPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL, 20. NO TRENCH BACKIFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR, 21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILUER TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING Of. THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSffY IS OBTAINED. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS, UPON INSPECflON OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE SWALES ENTERING OR LEAVING IMPROVMEN,rs. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR ANF FINISH -1'0 MATCH EXIS-11NG CONCRETE. 24, IF SEWER CON$TRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET' FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTE D OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CL_AY P�PE (V,C.F),) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR VC.P. 26� NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL. OF THE CITY ENGINEER, 27, SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL. BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT, 28. PRIOR TO CONsTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATIONS AND LOCATION OF CONNECTIONS, CITY APPROVAL. OF CONNECTIONS TO EXISTING FAC�LITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 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 LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW 'THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RiGHT-OF-WAY, THE LATERAL SHAL.L. TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL, 32� IF EXISTING UTILFnES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SFJALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY,, 33. NO CONCRETE SHALL BE PLACED UNTIL 'THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED, 34. ALL, UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35� APPROVED SOILS STERILANT IS REQUIRED UINDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING, 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHAL.L RESTORE ALL SIGNING, STRIPING, BARRICADES, AND 01 -HER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38, AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER, PARCEL M" N'O* 16613 M. Fl. #1 MA #2 awpumm woomm mommo mommm ammam ammmm awAmm wane= ammom ammmom mmulmmm fm%,Ammm "WIN% SEE SHEET NO. 2 3 3"G 7-T JASMINE AVENUE .. . . ..... . ........ .. . .... . .... ....... . .... .. ........... ... .. . .. ........ ... ......... ... ....... .. ..... . ... ..... ...... ..... . ... .. ............... . .. . ........... . .... .. 177:7 Ej 777 . 7 1 7 =7 emommm ammomm amovam wwomo ammma goommm AMENEM 4wra0m axwmmmm owamom am J 34,039 SQFT FOOTPRINT BUILDING W -nLT--UP PONORETE 55,377 SQ.FT. F0Qll*NT TYPE V --N CONSTRUCWN .. ..... . ........ TILT—UP CONCRETE S-1, 8-"0CGUPANCY ------ TYPE V—N =UC11ON S-2, B NCY k I'RACT NO. 855-4, UTILITY CONTACTS ELECTRICITY SOUTHERN CALIFORNIA EDISON CO. 300 N. PEPPER AVE, RIALTO, CA 92376 UNI)ERGROUND: (909) 357-6233 TRANSMISSION: (909) 875-5100 PIPEUNES, (213) 657-1233 DISTRIBUTION: (909) 357-6233 GAS THE GAS CO. 1981 LUGONIA AVE. REDLANDS, CA 92374 ATTN: JOHN OATES EMERGENCIES-. (800) 427-2200 WATER WEST SAN BERNARDINO COUNTY WATER DISTRICT 855 WEST BASELINE, P,O. BOX 920 RIALTO, CA 92377--0920 (909) 875-1804 PACIFIC BELL 4025 LA PALMA STREET ANAHEIM, CA 92807 (714) 237-6146 ATTN: DELIA LERMA ,SEWER CITY OF' FONTANA 8353 SIERRAAVENUE P.0, BOX 518 FONTANA, CA 92335 (909) 350-6632 ATTN-. BRIAN WREN INDEX MAP-. SCALE: 1� /y 2 Ek FERESIT-0 N, TABIOL-0\ 275 LF RCE No, 26 3-- ...... 3 0 7 ...... .. c I v I �/�_Z -Zl"I ol oll Bw �--u --- 7 CB CATCH BASIN C4_,/ REMOVE EXISTING 8" PLUG. 1 EA. 150 REINFORCED CONCERETE ENCASEMENT PER DETAIL "A" PER SHEET 2. 18 LF UTILITY CONTACTS ELECTRICITY SOUTHERN CALIFORNIA EDISON CO. 300 N. PEPPER AVE, RIALTO, CA 92376 UNI)ERGROUND: (909) 357-6233 TRANSMISSION: (909) 875-5100 PIPEUNES, (213) 657-1233 DISTRIBUTION: (909) 357-6233 GAS THE GAS CO. 1981 LUGONIA AVE. REDLANDS, CA 92374 ATTN: JOHN OATES EMERGENCIES-. (800) 427-2200 WATER WEST SAN BERNARDINO COUNTY WATER DISTRICT 855 WEST BASELINE, P,O. BOX 920 RIALTO, CA 92377--0920 (909) 875-1804 PACIFIC BELL 4025 LA PALMA STREET ANAHEIM, CA 92807 (714) 237-6146 ATTN: DELIA LERMA ,SEWER CITY OF' FONTANA 8353 SIERRAAVENUE P.0, BOX 518 FONTANA, CA 92335 (909) 350-6632 ATTN-. BRIAN WREN INDEX MAP-. SCALE: 1"=50' KCT CONSULTANFS INC". fg, Civil Engineers Surveyors Planner.s P.0, Box 5705 Riverside, CA 92517-6706 4344 Latham St., Suite 200, Riverside, CA 92501 Phone- 951-341-8940 Fav 951-341-8945 e--maik kctli,ic@kctconsu�tants.com MO,: 1280-06 1 R, E I V� APPLICANT-- PANATTONI CONSTRUCTION 2131 SOUTH GROVE STREET, SUITE M ONTARIO, CALIFORNIA 91761 REVISION DESCRIPTU,4 DNFE I ENGR, I C ITY � DATE SEWER CONSTRUCTION NOTES,,- ES 0 G) INSTAL.,[- 4' DIAMETER MANHOLE PER CITY OF FONTANA STD. DWG. '112. 2 Ek FERESIT-0 N, TABIOL-0\ 275 LF RCE No, 26 3-- ...... 3 0 7 ...... .. c I v I �/�_Z -Zl"I AC REMOVAL SEWER CONSTRUCTION NOTES,,- QUANITITES G) INSTAL.,[- 4' DIAMETER MANHOLE PER CITY OF FONTANA STD. DWG. '112. 2 Ek "111,111t "All, INSTAL[.- 8 INCH DIAMETER EXTRA STRENGTH VCP SEWER LINE. 275 LF INSTALL 6 INCH (FLAT) SEWER LATERAL WITH Pl- CLEANOUT PE�R CITY 1 EA. OF FONTANA STD. DWG 125 wrrH SEWER CLEANOUT BOX PER CITY OF �/�_Z -Zl"I AC REMOVAL Bw FONTANA STD, DWG. 125 13� CB CATCH BASIN C4_,/ REMOVE EXISTING 8" PLUG. 1 EA. 150 REINFORCED CONCERETE ENCASEMENT PER DETAIL "A" PER SHEET 2. 18 LF E\A-l' SAWCUT AC REMOVAL AND TRENCH RESURFACING PER CITY STD. # 131, 3,266 SF OH INSTALL 6 INCH SEWER LATERAL WITH Pl- CLEANOUT PER CITY OF 1 E A, RRS FONTANA STD. DWG 125 WITH SEWER CLEANOLYT BOX PER CITY OF SMH SEWER MANHOLE TG FONTANA STD. DWG. 125 B� T TRASH ENCLOSURE C8 ) INSTALL. 8 INCH DIAMETER DIP SEWER LINE. 82 LF LEGEND ..... ... .. SANTA ANA ST� POWER POLE STREET LIGHT FIRE HYDRANT "111,111t "All, TREE BUSHES BLOCKWALL SAWCUT LINE �/�_Z -Zl"I AC REMOVAL Bw BACK OF WALK CB CATCH BASIN ChLkFc CHAIN LINK FENCE DI DROP INLET ETR ELECTRIC TRANSFORMER EP8 ELECTRIC PULL. BOX E\A-l' ELECTRIC VAULT FL FLOW LINE OH OVERHEAD ELECTMAL. PL PROPERTY LINE RRS RAILROAD SNTCH SMH SEWER MANHOLE TG TOP OF GRATE T TRASH ENCLOSURE TC TOP OFCURB TR TOP OF RAIL wv WATER VALVE WMH WATER MANHOLE ..... ... .. SANTA ANA ST� 15 ej" Ld _E < DAIlLIA ST JURUPA ST. SUE ui U) < > < U) < 0 z Lli WIS. 7"' VVIN17Y MAP THE THOMAS GUIDE, SAN BERNARDINO COUNTY N J-2 Pr-cpared Under The Supervision Of CITY OF FONTANA CALIFORNIA PARCEL MAP NO. 16613