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Home My WebLink About3400-1GENERAL 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 SEPARATE PERMIT, FOR THAT PURPOSE. 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRAC TOR 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 WITH ALL UTILITY 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 NOTICE 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 APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS 13 STATION/NG 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 CONSTRUCTION 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 CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION 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 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 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 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 CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERM/NAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERM/NAL 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 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 VER/FY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES 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 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 /F EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL 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 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 ENG/NEER. 38 AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. I -1p eNIG1NeUrNNG, 1iJc. !4G5 C4esrviUV) 120A.12 RPVLANPG,cA• 92371- (709 12379'c Q Viet- C071/ u Ry c- 510 -Y7, -51t' 7, W. 4130914- 4 `Q, 7; r 2 MH I4 CITY OF FONTANA OFF SITE SEWER IMPROVEMENT PLANS TRACT NO 1627 FONTANA HIGH SCHOOL #4 -- s 77?4e7, 11-642-7_i t i 4 i C . k 4 w w w Oj CURTIS T SHT. 4 3 MH I; M MH j16 Stozrater w SIERRA LAKES 71, r- VENUES8 ol�lw PARKWA Y INDEX MAP NOT TO SCALE LAKES PKWY. TABLE: 200-1.2 [A] SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1‘2" - 1 3/4" 100 1/2" 90-100 3/8" 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING B PRIVATE ENGINEER'S 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 RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY 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 01? THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. CONSTRUCTION NOTES: QUANTITIES: INSTALL 8" EXTRA STRENGTH V.C.P. SEWER. 97 L.F. INSTALL 15" EXTRA STRENGTH V.C. P. SEWER. 3,612 L. F. CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF 9 Ea. FONTANA STD. DWG. NO. 112 (ID=48'). INSTALL 8" SEWER PLUG. 2 Ea. INSTALL 15" SEWER PLUG. 2 Ea. REMOVE PLUG AND CLEAN-OUT, JOIN AT EXISTING SEWER. CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 OD= 60 "). REMOVE EXIST. 15" SEWER MAIN & CLEANOUT INSTALL 10" EXTRA STRENGTH V.C.P. SEWER. INSTALL 10" SEWER PLUG. REMOVE AND REPLACE EXIST. A.C. PAVEMENT, AND REPAIR TRENCH PER CITY OF FONTANA STD DWG. NO. 131. (SEE KNOX AVE. STORM DRAIN PLAN, DWG. 3401, FOR PAVEMENT RECONTRUCTION). CONSTRUCT CONCRETE ENCASEMENT PER DETAIL ON SHT. NO. 4. INSTALL 4" V.C.P. SEWER LATERAL AND PLUG PER CITY OF FONTANA STD. DWG. NO. 125. �t'VSTALL 4" �9W. mrb AI I'EK car srp(04 17 NO. 2elas ZOPCr 1 Ea. 8 Ea. 60 L.F. 1,283 L.F. 2Ea. 15,360 S.F. 14 L.F. 718 L.F. EA. CITRUS AVE VICINITY MAP NOT TO SCALE 6" MIN. 10" MAX. 3" MAX. SIZE NATIVE SOIL COMPACTED 95%. 6" MAX. SIZE NATIVE SOIL COMPACTED 90%. V.C.P. 10' OR DEEPER USE 1/2" VARIES f y SUMMIT AVE. 6" MIN. 10" MAX. 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90%. Y - 1 `-i. 4 �i i-� f CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200 1.2 [A]. BENCH MARK: # 8_17 CALTRANS BENCHMARK 8-17. A BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER OASARD2.6IWESTFSNEVNE 5 MES OF SIERRA AVE. ELEVATION: 1 1428.609 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP IS CL N00'12435�E ON RECORD OF SURVEY MAP FILED IN R.S.B. 111/99-103 ! TYPICAL BEDDING DETAIL NOT TO SCALE CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA ATTN: CARLOS NAVARRO 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 SO. CALIFORNIA GAS COMPANY ATTN: GREG GASPAR 16231 VALLEY BLVD. FONTANA, CA. 92335 (909) 428-8411 EMERGENCIES: (800) 427-2200 SO. CALIFORNIA EDISON COMPANY 7951 REDWOOD AVE. FONTANA, CA. 92335 (909) 820-5598 - UNDERGROUND (909) 875-5100 - TRANSMISSIONS (213) 637-1233 - PIPELINES (909) 357-6233 - DISTRIBUTION (800) 422-4133 CRAWFORD CANYON MUTUAL WATER CO. ATTN: BASIL J. FABRIZIO (909) 463-9580 PACIFIC BELL CO. ATTN: VIRGINIA BECKER 3939 E.CORONADO STREET ANAHEIM, CA 92807 (714) 666-5467 COMCAST (CABLE TV) ATTN: JACK HAYES 1205 DUPONT AVENUE ONTA 'IO, CA. 91761 (909) 390-4738 GENERAL TELEPHONE COMPANY ATTN: STEVE HOCK 1400 E. PHILLIPS BLVD. ONTARIO, CA. 91766 (800) 422-4133 FONTANA WATER COMPANY ATTN: MICHAEL J. McGRAW 8440 NUEVO AVENUE FONTANA, CA 92335 (909) 822-2201 FAX: (909) 823-5046 RECORD DPAWiNG THESE PECOPO Da VNINGS HAVE VEIN PREPARED, IN PART, ON TME Ba► .'S OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT b''E RESPON . , E FOR A.:0' ERRORS CR O S,`ONS WHICH HAA RESULTVE 6EENTfI:EPEO 2 TED INTO THE DOCUMENTS AS 4CEC% DIAL BEFORE YOU DIG RT TWO WORKING DAYS BEFORE YOU DIG TOLL FREE "` 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY INSTALL 421 sta i -r. vx caV sit). zoos e1 Ztoti 142114 RECoeo •D)46 2.v7.75 kr, DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILUENT MANNER, THE ',CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO •IG'tcf . BRING THEM INTO CONFORMANCE WITH CONDITIONS 110.01 -AND STANDARDS IN EFFECT. Prepared Under The Supervision Of : PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET , STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 Date : V•Z93 R.C.E. 62183V EXP. 9-30-05 CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLANS DRAWN BY: MA DESIGNED BY: EF TRACT NO. 16427 TIT Sir ET CITY 'g-3-03 ENGINEER R.C.E. 51152 DATE SCALE: AS SHOWN DATE: JULY 2003 DRAWING NO.: 3400 / 7 up N co O V AK co 00 co co J:\126-1662\sewer\Sew0l.dwa. 09/02/2003 09:19:49 AM. GB.GB