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Home My WebLink About3439-1I GENERAL SEWER NOTES: 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICA7701VS FOR PUBLIC WORKS CONSTRUCTION (-GREEN BOOK ). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST ED177ON UNLESS OTHERWISE NOTED. . 2 WHEN A TECHNICAL CONFLICT 1S FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK"- 774E 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. INSPEC77ON COORDINA77ON SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO 77 -IE START OF ANY WORK IN PUBLIC RIGHT—OF—WAY WITH/N 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 ED177ON UNLESS OTHERWISE DIRECTED BY 77 -IE CITY TRAFFIC ENGINEER. 6 IT SHALL BE 77 -IE 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 EXCAVA77ON 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 EXCAVA77ONS 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 SEPARA7F PERMIT FOR THAT PURPOSE. - 10 THE LOCATIONS OF U77LI77ES 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 ELEVAT70N OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAU77ON 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 WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEWS/0N, LANDSCAPING, LANDSCAPE IRR/GA77ON, DOMES77C WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL U77LITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZA770N. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WA TER COMPANY FOR VAL VE OPERA TION AND WA IFR 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 PRESERVA77ON OF BENCHMARKS AND CONSTRUC77ON CONTROL STAKING DURING CONSTRUCTION. 15 THE CONTRACTOR SHALL NOT DISTURB EXIS77NG SURVEY MONUMENTS MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR N077FICA77ON TO THE CITY ENGINEER. 16 REMOVAL AND REPLACEMENT OF EXIS77NG 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 CONSTRUC77ON SO THAT 77ES 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 77MES IN THE CONSTRUCT70N AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE 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 WTHOUT 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 POR77ON OF THE WORK UNTIL 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 EXISTING CONCRETE 24 IF SEWER CONSTRUCT70N 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 DESIGNATION 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 W17H 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 ELEVAT70N AND LOCATION OF CONNECTIONS Cl TY APPROVAL OF CONNECTIONS TO EXIS77NG FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVA TIONS OR LOCA 77ONS 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 SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC U77LITY 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 LOCA77ON OF THE SEWER LATERAL. 32 IF EXIS77NG 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 S7FRILANT 1S 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 SA77SFAC77ON 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 FOlVT,4MA SEWER lA9PROVEA9EMT PLAINS__ TRACT N0 16363 240-012-22 240-012-21 i PRIVATE ENGINEERS NOTICE TO CONTRACTORS e ; ISEE SHT. N0. t I Q ! i NIG�T S ,AR_COURT f ATTN. • VIRGINIA BECKER y` ATTN STEVE HOCK ISEE SHT. N0. # CITY OF FONTANA Q CITY OF FONTANA NIG�T S ,AR_COURT f ATTN. • VIRGINIA BECKER o 3939 E. CORONADO STREET _ ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 ,� SUM ERSET STREET 1 MHj # 1 H 14 ,i` I r 16231 VALLEY BLVD. 240-012-24 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 IS 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 IN 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 ORAIIIGE HEIGHTS ACRE'S 240-012-23 �I ! — — — — 240-012_07 — w MH #7 240-012-08 — — � — 240012—•09 240-012-10 ! ! q ! MH z# t2 . INDEX MAP ATTN STEVE HOCK SCALE- 1 "=150' 1400 E. PHILLIPS BLVD. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. SEE` S1YT. N'0. 5 ! I ATTN. • VIRGINIA BECKER o 3939 E. CORONADO STREET _ ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 ,� SUM ERSET STREET 1 COMCAST (CABLE TV) ATTV. GREG GASPAR ATTN- JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE S ONTARIO, CA. 91761 UNDERGROUND SERVICE ALERT (909) 390-4736 GENCIES. (800) 427-2200 EMER1 5� INSTALL FLAT WYE PER APWA STD.223-1, CASE E. 4 EA. 17 18 1 201 •2 2 2 a 2 240-012-24 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 IS 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 IN 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 ORAIIIGE HEIGHTS ACRE'S 240-012-23 �I ! — — — — 240-012_07 — w MH #7 240-012-08 — — � — 240012—•09 240-012-10 ! ! q ! MH z# t2 . INDEX MAP ATTN STEVE HOCK SCALE- 1 "=150' 1400 E. PHILLIPS BLVD. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. ATTV. CARLOS NAVARRO ATTN. • 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) ATTV. GREG GASPAR ATTN- JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, CA. 92335 ONTARIO, CA. 91761 UNDERGROUND SERVICE ALERT (909) 390-4736 GENCIES. (800) 427-2200 EMER1 GENERAL TELEPHONE COMPANY SO. CALIFORNIA EDISON COMPANY ATTN STEVE HOCK 7951 REDWOOD AVENUE 1400 E. PHILLIPS BLVD. FONTANA, CA. 92335 ONTARIO, CA. 91766 (909) (909) 820-5598 UNDERGROUND 800) 422-4133 (909) 875-5100 — TRANSMISSIONS 1 2 (213) 637-1233 PIPELINES FONTANA WATER COMPANY (909) 357-6233 DISTRIBUTION ATTN MICHAEL J. McGRAW (800) 422-4133 8440 NUEVO AVENUE 0-5 FONTANA, CA 92335 CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 ATTN: BILL VANDERKIEFT, JR. FAX. (909) 823-5045 (619) 868-6040 UNDERGROUND SERVICE ALERT (800) 227-2600 5� TABLE: 200-1.2 A SIEVE SIZE PERCENTAGE PASSING SIEVE 1 1 2 — 4,266 L.F. 3 4 100 1 2 90-100-. 8 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING B 6" MIN. VARIES 6" MIN. 3" MAX. SIZE NATIVE SOIL COMPACTED 959 6" MAX. SIZE--, NA TI VE SOIL COMPACTED 909 10' OR DEEPER USE 1/2" — CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200 1.2 [A] 1 " MAX. SIZE SELECTED NA TI VE BEDDING COMPACTED TO 909 TYPICAL BEDDING' DETAIL NOT TO SCALE 8' MIN. I ~•i 10� 'AVG 3' MIN, 5' MAX. R/W--, _ _ NORTH AND EAST SIDE T iV } ;'MIN SEWER LATERAL CURB LINE DIST L w w WA TER LAT. & SERVICE 00 Q N METER B Y FON TA NA WA TER STREET C. L. o COMPANY SEWER MAIN—I tn S TYPICAL SEWER LATERAL & WATER SERVICE DETAIL NTS NOTE: BACKFLOW PREVENTORS ARE REQUIRED IN THIS LOTS: SHEET 3 92, 93, 94 SHEET 4 13, 14, 73, 74 SHEET 6 66, 67, 68, 71, 72 SHEET 7 37, 44 SHEET 8 48, 61, 62 210 FWY HIGHLAND AV WALNUT ST BASELINE A VICINITY MAP N. T. S. SOUTH HIGHLAND Ad QUANTITIES: 1O- INSTALL 8" EXTRA S7RENGTH V.C.P. SEWER. 4,266 L.F. 2�- Q 15 EA. Q � V FONTANA STD. DWG. NO. 112 (0=48"). W INSTALL SEWER TERMINAL CLEANOUT PER CITY STD. 128. Q W EA. 4O- INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER O LOS CEDROS AV WALNUT ST BASELINE A VICINITY MAP N. T. S. RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN ' PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS RESULT THEREOF. W k LAJ Lo J:\685-1650\sewer\sew0l.dwg, 04/29/2004 12:14:01 PM, cc CONSTRUCTION NOTES: QUANTITIES: 1O- INSTALL 8" EXTRA S7RENGTH V.C.P. SEWER. 4,266 L.F. 2�- CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF 15 EA. FONTANA STD. DWG. NO. 112 (0=48"). INSTALL SEWER TERMINAL CLEANOUT PER CITY STD. 128. 2 EA. 4O- INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER 3,502 L.F.1105 EA. CITY OF FONTANA STD. DWG. NO. 125. 5� INSTALL FLAT WYE PER APWA STD.223-1, CASE E. 4 EA. RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN ' PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS RESULT THEREOF. W k LAJ Lo J:\685-1650\sewer\sew0l.dwg, 04/29/2004 12:14:01 PM, cc