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Home My WebLink About3579-1GENERAL SEWER NOTES: 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS 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 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVE— LOPMENT 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) 350-7610. 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON—METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR 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 ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT—OF—WAY WITHOUT OBTAINING A SEPARA TE PERM/ T FOR THA T PURPOSE. 10 THE LOCATIONS OF UT7L177ES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY 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 EXCA VA TION. 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCT70N WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGA770N, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS N077CE PRIOR TO WORK AROUND THEIR FACILITIES. 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION CONTRACTOR SHALL COORDINATE WITH THE APPROPRIA7E WA TER COMPANY FOR VAL VE OPERA 77ON AND WA TER REQUIREMENTS. 13 STA770NING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE N07ED. 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 PRESERVA77ON OF BENCHMARKS AND CONSTRUC77ON CONTROL STAKING DURING CONSTRUCTION. 15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUC77ON SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTAF',! HED 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 CONSTRUC77ON AREA FOR RESIDENTS AND EMERGENCY VEHICLES 18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFEC77VE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES 19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT—OF—WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21 A GEOTECHNICAL ENGINEER SHALL CER77FY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE—WORKING OF THAT PORTION OF THE WORK UN77L THE SPECIFIED DENSITY IS OBTAINED. 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON—ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS 23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXIS77NG CONCRETE. 24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNAT70N C700 FOR V.C.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 DEFLECT70NS IN ALIGNMENT. 28 PRIOR TO CONSTRUC770N, THE CONTRACTOR SHALL EXPOSE EXIS77NG FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS CITY APPROVAL OF CONNEC77ONS TO EXIS77NG FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2X MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30 TERMINATE ALL 4" HOUSE SEWER 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 SHALL 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 UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIA TEL Y. 33 NO CONCRETE SHALL BE PLACED UN77L 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 SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT 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 SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER 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. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. ATTN: CARLOS NAVARRO ATTY. VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) ATTN. GREG GASPAR ATTN. JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, CA. 92335 ONTARIO, CA. 91761 11 (909) 390-4736 E(909) GENCIES:(800) 427-2200 GENERAL TELEPHONE COMPANY SO. CALIFORNIA EDISON COMPANY ATTN. STEVE HOCK 7951 REDWOOD AVENUE 1400 E. PHILLIPS BLVD. FONTANA, CA. 92335 ONTARIO, CA. 91766 (909) 820-5598 UNDERGROUND (800) 422-4133 (909) 875-5100 - TRANSMISSIONS BACK FLOW PREVENTOR (213) 637-1233 PIPELINES FONTANA WATER COMPANY (909) 357-6233 DISTRIBUTION ATTN: MICHAEL J. McGRAW (800) 422-4133 8440 NUEVO AVENUE CLEAN OUT FONTANA, CA 92335 CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 ATTN. BILL VANDERK/EFT, JR. FAX. (909) 823-5045 (619) 868-6040 UNDERGROUND SERVICE ALERT (800) 227-2600 PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED /N CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK 6" MIN. 10" MAX. TABLE: 200-1.2 A SIEVE SIZE PERCENTAGE PASSING SIEVES 1 142" — 1 344" 100 1/2" 90-100 318" 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING B 3" MAX. SIZE NA TI VE SOIL COMPACTED 95% 6" MAX. SIZE — NA TI VE SOIL COMPACTED 90% VARIES 6" MIN. I I 1 10" MAX. 1" MAX. SIZE SELECTED NA TI VE 13EDDING COMPACTED TO 90% !V V.C.P./D. I. _ - �O - d 10' OR DEEPER USE 1/2" CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION Ai TABLE 200 1.2 [A]. TYPICAL BEDDING DETAIL NOT TO SCALE INDEX MAP SCALE l' 150' CONSTRUCTION NOTES: QUANTITIES: INSTALL 8" EXTRA STRENGTH V.C.P. SEWER. 2,554 L. F. 2� CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF 13 EA. FONTANA STD. DWG. NO. 112 (ID=48'). 3O- INSTALL 8" D.I.P. CL 200 SEWER 126 L. F. 4a- INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER 2,700 LF./ 76 EA. CITY OF FONTANA STD. DWG. NO. 125. 0- REMOVE EXISTING 8" VCP PLUG AND JOIN EXIST. PIPE 1 EA. CONSTRUCT CONC. BLANKET PER APWA STD. 225-1 AT ALL FLAT WYES 5 EA. D DRAWING BENCH MARK: No. 615 BAS INGS HAVE BEEN PREPARE, IN7 �` ?NFORMATION COMPILED AM THE °i ' ti . + THE ENGINEER WILL NOT ;; ++ RAILROAD SPIKE AT INTERSECTION THE AS S f tnRO t, _ OMISSIONS WI'Im `�; OF CITRUS AVE. AND LOS CEDROS FILEL ATFO: UNTO• THE DOCUMENTS AS J I✓ . AVE., IN POWER POLE NO. 9011E OF A ON THE EAST SIDE OF CITRUS AVE. AS T 210 FWY. BASELINE VICINITY MAP NOT TO SCALE ABBREVIATIONS / LEGEND NOTE: BACKFLOW PREVENTORS ARE REQUIRED IN THIS LOTS: TR. NO. 16539-1: LOTS 22, 23, 24, 25 & 26 TR. NO. 16539-2: LOTS 1, 7, 8, & 26 TR. NO. 16539: LOTS 1 & 2 It It 8' MIN. 10� ' AVG. 3' MIN, 5' MAX. EA S T & NOR TH SIDES b MIN NDIST SEWER LA TERAL CURB LINE 5 SIDEWALKoF L o w WA TER LAT. & SERVICE CIA N N METER B Y FON TA NA WA TER STREET C.L. o COMPANY Lo S S SEWER MAIN -� TYPICAL SEWER LATERAL & WATER SERVICE DETAIL NTS �6"E ALONG AWBA AVENUE SURVEY, :S 1 AND 2, 1 J:\826-1739\sewer\sew0l .dwg, 03/25/2004 03:59:30 PM, cc SEWER MAIN SEWER LA TERAL --�--- SEWER - - -W- - - WA TER - - --S$ - - STORM DRAIN - - T- - - TELEPHONE - - -E- - - ELECTRIC --fir--- GAS WATER MAIN FIRE HYDRANT POST INDICA TOR VALVE —�� FIRE DEPT. CONNECTION GA TE VAL VE -_ -3 BACK FLOW PREVENTOR METER MANHOLE CLEAN OUT NOTE: BACKFLOW PREVENTORS ARE REQUIRED IN THIS LOTS: TR. NO. 16539-1: LOTS 22, 23, 24, 25 & 26 TR. NO. 16539-2: LOTS 1, 7, 8, & 26 TR. NO. 16539: LOTS 1 & 2 It It 8' MIN. 10� ' AVG. 3' MIN, 5' MAX. EA S T & NOR TH SIDES b MIN NDIST SEWER LA TERAL CURB LINE 5 SIDEWALKoF L o w WA TER LAT. & SERVICE CIA N N METER B Y FON TA NA WA TER STREET C.L. o COMPANY Lo S S SEWER MAIN -� TYPICAL SEWER LATERAL & WATER SERVICE DETAIL NTS �6"E ALONG AWBA AVENUE SURVEY, :S 1 AND 2, 1 J:\826-1739\sewer\sew0l .dwg, 03/25/2004 03:59:30 PM, cc