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Home My WebLink About3442-1GENERAL SEWER NOTES: 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICA 77ONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK-). ALL REFERENCE SPECIFICA TIONS AND STANDARDS SHALL BE THE LA TEST EDI77ON UNLESS OTHERWISE NOTED. 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CON7RACT 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 CONS7RUC77ON 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 THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY w77-1IN 77 -IE 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 THE RESPONSIBILITY OF 77 -IE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL 77MES. 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 7HE DIVISION OF INDUSTRIAL SAFETY OF THE STA IF OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTEN77AL EXISTS FOR GROUND MOVEMENT. 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OB TAINING A SEPARA TE PERMIT FOR THA T 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 LOCAT70N AND ELEVATION OF ANY EXIS77NG 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 CONSTRUC77ON WITH ALL U77LITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, 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 WATER COMPANY FOR VALVE OPERA T70N AND WA TER REQUIREMENTS. 13 STA770NING 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 CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 15 THE CONTRACTOR SHALL NOT DISTURB EXIS77NG SURVEY MONUMENTS, MONUMENT 77ES OR BENCH MARKS WITHOUT PRIOR NO77FICA77ON 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 COIVSTRUC77ON SHALL BE REPLACED. THE CONTRACTOR SHALL N077FY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION 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 77MES A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL 77MES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUA TE WA TERING, 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 CONSTRUC77ON WITHOUT PRIOR WRITTEN APPROVAL. 20 NO TRENCH 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 POR77ON 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 S/7Z, 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 CONSTRUC77ON 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 DESIGNA77ON 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 DEFLECTIONS IN ALIGNMENT. 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXIS77NG FACILITIES, AND VERIFY ELEVA77ON AND LOCA 77ON OF CONNECTIONS CITY APPROVAL OF CONNEC77ONS TO EXIS77NG FACILI77ES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS 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 U77LITY EASEMENT. 31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCA77ON OF 7H8 SEWER LATERAL. 32 IF EXIS77NG U77LI77ES OR ANY OTHER FACIL177ES CONFLICT WI7H THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL N077FY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33 NO CONCRETE SHALL BE PLACED UN77L THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34 ALL UNDERGROUND U77LI77ES 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 COMPLE77ON OF PAVING 37 UPON COMPLE77ON 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 7HE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CITY OF CITRUS AVE SEWER IMPRO VEA4EN T PLAINS IVO 16363 FONTANA 104 TRACT w 0 0 LOS — II CEDROS MH# 1 Q 2 r� MH#6 I I W IQ Oa QMH#5 a I 22 j I ;' �I CA C - --- -- 21 I ; MH#4 — — - WALNUT STREET I I I I INDEX MAP SCALE- 1 "=100' 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 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 TOLL FREE ®1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. ATTN. 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) ATTN. GREG GASPAR ATTN. JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, CA. 92335 ONTARIO, CA. 91761 (909) 428-8411 (909) 390-4736 EMERGENCIES. • (800) 427-2200 FAX.- (909) 823-5045 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 ATTIC• 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 REV. REVISION DESCRIPTION DATE ENGR. REV. SEW. MAIN LOC. 0 11' EAST OF CENTERLINE TO CLEAR EXIST. UNDERGROUND UTILITIES TABLE: 200-1.2A SIEVE SIZE PERCENTAGE PASSING SIEVE 1&2- 100 1 0 1 2 90-1 8 0-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING B 6" MIN. 10" MAX. 3" MAX. SIZE— NA TI VE SOIL COMPACTED 959 6" MAX. SIZE — NA TI VE SOIL COMPACTED 909 VARIES N 6" MIN. 10" MAX. — i CURB LINE-, 1 " MAX. SIZE SEL EC TED NA TI VE BEDDING COMPACTED TO 909 V. C.P. o o 47'' ��f; 1�I 10' OR DEEPER USE 1/2" � `rCRUSHED STONE BEDDING PER STD. SPECS FOR PUBLIC WORKS CONSTRUCTION TABLE 200 1.2 [A] DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. TYPICAL BEDDING DETAIL NOT TO SCALE 210 FWY HIGHLAND A V �yy�Q u Ll Q z j SOUTH HIGHLAND AVJ W J 0 LOS CEDROS A V WALNUT ST BASELINE A VICINITY MAP N.TS. � 8� MIN. 10 AVG. �-� - 3' MIN, 5' MAX. NORTH AND EAST SIDE 5' MIN DIST SEWER LA TERAL o W w WA TER LA T. & SERVICE ct:: ao N METER BY FONTANA WA TER STREET C.L. a COMPANY LotS SEWER MAIN -s TYPICAL SEWER LATERAL & WATER SERVICE DETAIL NTS CONSTRUCTION NOTES: QUANTITIES: `J INSTALL 8" EXTRA STRENGTH V.C.P. SEWER. 706 L.F. Q1 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF 2 EA. 0 FONTANA STD. DWG. NO. 112 (0=48"). GY CONSTRUCT PRECAST CONC. M.H. PER CITY OF FONTANA 1 EA. Q1 STD. DWG. NO. 112 (0=60') t� STRAP DOWN EXISTING UTILITIES WITH 2 x 4 STAKE AND - NYLON STRAP OR APPROVED EQUAL EVERY 9. 6a- INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL 242 LF. Ql PER CITY OF FONTANA STD. DWG. NO. 125. M BENCH MARK: # 615 BASIS OF BEARINGS: THE BEARING OR N 89'40'40" E ALONG THE RAILROAD SPIKE AT INTERSECTION OF SOUTH LINE OF SECTION 30, CITRUS AVENUE AND LOS CEDROS TOWNSHIP 1 NORTH, RANGE 5 WEST, AVENUE, IN POWER POLE NO. 9011E S4N BERNARDINO MERIDIAN, AS SHOWN ON ON THE EAST SIDE OF CITRUS AVENUE. TR. NO. 15908, FILED IN BOOK 271, PAGES 4 THROUGH 39 OF MAPS, WAS USED ELEVATION: # 1467.59 PS THE BASIS OR BEARINGS FOR THIS MAP. Prepared Under The Supervision Of PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 760-A S. ROCHESTER AVENUE ONTARIO, CA 91761 PHONE (909) 937-9151 Date : c1- (S RC5 62183 EXP. 9-30-05 CITY OF FONTANA, CALIFORNIAPIC SEWER I MPRO VEMEN T PLANS DRAWN BY: MJG TRA C 16363 SCALE: j ,a� AS SHOWN DESIGNED BY: C/ TR AVt E SEWER DATE: Q MJG/L FR W L UT T LOS CEDROS NOV. 2003 g4A4JG/LP APPIEN YDRAWING NO.: 3442 2 TY GI R.C.E. 5115 DA E i � J:\685-1650\sewer\Citrussew0l.dwg, 09/12/2004 10:55:15 AM, DJ