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HomeMy WebLinkAbout3085-1GENERAL 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 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 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 CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXIST 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 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 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 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 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 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 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 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 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 IF 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 RAISE 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 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 N) ATTN: GREG GASPAR ATTN: JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, CA. 92335 ONTARIO, CA. 91761 428-8411 (909) 390-4738 M EMERGENCIES: NCIES: (800) 427-2200 LATERAL AND CLEANOUT PER 4713 LF GENERAL TELEPHONE COMPANY SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. FONTANA, CA. 92335 ONTARIO, CA. 91766 909820-5598 - UNDERGROUND (800) 422-4133 909 875-5100 - TRANSMISSIONS © 213 637-1233 - PIPELINES FONTANA WATER COMPANY 909 357-6233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW 800 422-4133 8440 NUEVO AVENUE 8" DIP PER ANSI/AWWA C151/A21.51-81 FONTANA, CA 92335 CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 ATTN: BILL VANDERKIEFT, JR. FAX: (909) 823-5046 (619) 868-6040 UNDERGROUND SERVICE ALERT (800) 227-2600 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 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 —800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT "CORD DRAM x THESE REWHI) D#OWI tGS HAVE AE:Eni PREp!t,:!�TO IN PART, ON THE BASIS OF INFORMATION Co FURNISHED BY OTF!FqS.' M Q19NIEER WILL NG'T ;7�F RESPONSK.E POR ANY EWAM OR OMISSIONS Wr jlC 14 HAVE BEEN MCOFiPORATED WrO THE DOCUMENTS Ar'. A RESULT THEREOF € REV. I - REVISION DESCRIPTION 1. Vx ow wr rm GOLF =Rm R INDEX MAP NOT TO SCALE TABLE: 200-1.2 A SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1 2 — 1 — 3 4 100 190-100 SEWER 8 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING B 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- _ — CRUSHED STONE BEDDING - I PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200 1.2 [A]TYPICAL BEDDING D N.T.S. DATE ENGR. I CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT la=l(o•b2 � ll•b'� o{rte Il%los, 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. 6" MIN. 10" MAX. 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90%. N m wo d a of BENCH MAW, No. 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CECROS AVE., IN POWER POLE NO. 9011E ON THE EAST SIDE OF CITRUS AVE. ELEVATM 1467.59 SUM&ff AVE Sir CURTIS AVE. VICINITY MAP NOT TO SCALE 95% COMPACTED BACKFILL -GROUND SURFACE 3000 P.S.I. " CONCRETE - z c ' •: d z , ' •_ a w SEWER MAIN p N w a a 6 " MIN. NOTES: GRANULAR BEDDINGS FROM SELECTED TRENCH SIDE MATERIAL TO BE USED FOR BACKFILL AND COMPACTED TO 95%. CONCRETE ENCASEMENT SHALL BE 3000 P.S.I. CONCRETE POURED AGAINST UNDISTURBED EARTH. LENGTH OF CONCRETE ENCASEMENT PER PLAN. CONCRETE ENCASEMENT DETAIL N.T.S. CONSTRUCTION NOTES QUANTITIES 10 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER 4592 LF O2 CONSTRUCT PRECAST CONCRETE MANHOLE PER 20 EA N FONTANA STD. DPG. NO. 112 (I.D.=48") 10' OR DEEPER USE 1/2- _ — CRUSHED STONE BEDDING - I PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200 1.2 [A]TYPICAL BEDDING D N.T.S. DATE ENGR. I CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT la=l(o•b2 � ll•b'� o{rte Il%los, 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. 6" MIN. 10" MAX. 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90%. N m wo d a of BENCH MAW, No. 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CECROS AVE., IN POWER POLE NO. 9011E ON THE EAST SIDE OF CITRUS AVE. ELEVATM 1467.59 SUM&ff AVE Sir CURTIS AVE. VICINITY MAP NOT TO SCALE 95% COMPACTED BACKFILL -GROUND SURFACE 3000 P.S.I. " CONCRETE - z c ' •: d z , ' •_ a w SEWER MAIN p N w a a 6 " MIN. NOTES: GRANULAR BEDDINGS FROM SELECTED TRENCH SIDE MATERIAL TO BE USED FOR BACKFILL AND COMPACTED TO 95%. CONCRETE ENCASEMENT SHALL BE 3000 P.S.I. CONCRETE POURED AGAINST UNDISTURBED EARTH. LENGTH OF CONCRETE ENCASEMENT PER PLAN. CONCRETE ENCASEMENT DETAIL N.T.S. CONSTRUCTION NOTES QUANTITIES 10 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER 4592 LF O2 CONSTRUCT PRECAST CONCRETE MANHOLE PER 20 EA CITY OF FONTANA STD. DPG. NO. 112 (I.D.=48") 3O CONSTRUCT SEWER TERMINAL CLEANOUT PER 2 EA CITY OF FONTANA STD. DWG. NO. 128 INSTALL 4" SEWER LATERAL AND CLEANOUT PER 4713 LF CITY OF FONTANA STD. DPG. NO. 125 O5 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER PLUG 1 EA © INSTALL CONCRETE BLANKET PER DETAIL ON SHEET 1 12 LF O7 INSTALL 8" DIP PER ANSI/AWWA C151/A21.51-81 48 LF 4818 OF BEAF&M IE BEARING OF N89'30'06"E ALONG IE No. LINE OF SEC. 30, T.1 N.,R.5W., B.M. .PER R.S. 58/5, WAS USED AS IE BASIS OF BEARINGS FOR THIS AN. SIERRA LAKES SPECIFIC PLAN Prepared Under The Supervision Of PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 106M CHURCH STREET, STE.1107 DRAWN BY: cUIc CA 91130 Dl PHO? E (909) M RCE 62183 EXP. DESIGNED BY: DLS CHECKED B)�e CITY OF FONTANA, CALIFORNIA a SEWER PLANS TRACT No. 16175 SAS SHOWN TIT HEET DATE: Y►PP- __,kr RO � / 0'a DRAWING NO.: 1 I 7 ' r ITY ENGINEER R.C.E. 51152 DATE 3085 J:\826-1176\Sewer\shtl .dwg, 04/24/2002 01:14:03 PM, of