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HomeMy WebLinkAbout2773-1GENERAL NOTES.- 1 OTES: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 C'GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 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 C909) 350-7610. 3 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 4 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 5 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. G 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. 7 ALL MANHOLES. CLEANOUT FRAMES. COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 8 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 GALTRAN5. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES - 9 A5 -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 10 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. 11 APPROVED 501L 5TERILANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 12 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 13 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED. INSPECTED AND APPROVED. 14 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE C5) 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 LE55 THAN FIVE C53 FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXIST FOR GROUND MOVEMENT. 15 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. 1G NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 17 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. 18 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES. DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 19 A GEOTEGHNICAL 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 15 OBTAINED. 20 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 21 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. 22 CARE SHOULD BE TAKEN TO PREVENT GRADES. DITCHES. AND SWALE5 FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION Of THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE 5WALE5 ENTERING OR LEAVING IMPROVEMENTS. 23 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 24 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 25 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 THI5 CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION 50 THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 2G 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 CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 27 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR. 28 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE VITRIFIED CLAY PIPE CV.C.P.) EXTRA STRENGTH CLA55 AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION 0700 FOR V.G.P.. 29 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET IN51DE THE LOT WITH A PLUG 12' BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXI5T NEXT TO THE STREET RIGHT-OF-WAY. THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT_ 30 THE SEWER CONTRACTOR SHALL STAMP AN "5' IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 31 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. 32 ALL 4' HOUSE LATERALS SHALL BE INSTALLED AT _A 2Z MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 33 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. 34 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING. AT ALL TIMES. 35 SHORT VGP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 3G THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W_A_T_C_H. MANUAL'. LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE GITY TRAFFIC ENGINEER. 37 UPON COMPLETION OF CONSTRUCTION. CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING. BARRICADES. AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION Of THE GITY TRAFFIC ENGINEER. 38 IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 39 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. Underground Service Alert CALL TOLL FREE 1-800 227-2600 Two WORKING DAYS BEFORE YOU DIG 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: ALAN KESELOFF ATTN: JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, CA 92335 ONTARIO, CA 91761 (909) 335-7781 (909) 390-4777 X 3055 EMERGENCIES: (800) 427-2200 IMPROVEMENTS NO SO. CALIFORNIA EDISON COMPANY GENERAL TELEPHONE COMPANY ATTN: JAIME AMESZCUA ATTN: STEVE HOCK (909) 357-6581 1400 E. PHILLIPS BLVD. 7951 REDWOOD AVENUE ONTARIO, CA 91766 FONTANA, CA 92335 (800) 422-4133 (909) 820-5598 - UNDERGROUND ON THE EAST SIDE OF CITRUS AVE. WAS USED AS THE BASIS OF (909) 820-5137 - TRANSMISSIONS (213) 637-1233 - PIPELINES STANDARDS IN EFFECT. (909) 357-6589 - DISTRIBUTION (800) 422-4133 CRAWFORD CANYON MUTUAL WATER CO. FONTANA WATER COMPANY ATTN: BILL VANDRKIEFT, JR. ATTN: AL KROHN (619) 868-6040 8440 NUEVO AVENUE Prepared Under The Supervision Of: FONTANA, CA 92335 OF FONTANA, CALIFORNIA (909) 822-2201 X 323 FAX: (909) 823-5046 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. TABLE- 200-1.2 [A] SIEVE 51ZE PERCENTAGE PASSING SIEVES 1 1/2" - 1' - 3/4" 100 1/2' 1 90-100 3/8" 1 20 -GO NO. 4 0-15 NO.8 0-5 ASTM G 131 TEST GRADING B 3" MAX 51ZE NATIVE 501L COMPACTED 95Z G' MIN. G' MIN. 10' MAX. 10' MAX.. III ---I II=III= III G' MAX. 51ZE 1" MAX. SIZE NATIVE 501L ( I SELECTED NATIVE COMPACTED 907. BEDDING COMPACTED TO 907 8" VCP — TYPICAL BEDDING FOR 8" VGP LE55 THAN 10' DEEP N.T.5. 3' MAX SIZE NATIVE SOIL COMPACTED 95Z G' MIN. G" MIN. IQ MAK 10'MAX. MI G" MAX. SIZE 1' MAX. SIZE NATIVE 501LI [IT SELECTED NATIVE COMPACTED 907. BEDDING COMPACTED TO 90Z 8" VGP III= III7 �I 1/2' GRU5HED STONE BEDDING PER STD. SPEC5. FOR PUBLIC WORKS CONSTRUCTION TABLE 200 1.2 [A] SHOWN TYPICAL BEDDING FOR 8" VGP 10' OR DEEPER N.T.5. PLANS PREPARED FOR KAUFMAN do BROAD ATTN: MR. GLEN CROSBY 801 CORPORATE CENTER DRIVE"' SUITE 201 POMONA, CA. 91768-2641 PHONE: (909) 802-1100 FAX: (909) 802-1111 M�NHocEl�r4TON TW -0, WOf 7'Of94 8 fm_P 97,50L.9"Ve f 7- MuiRr--jFtD i,,t /02 MITE INV � said, CURrS AV —_m-cp ��3 G� V15E_51WFR LATrF AL LOCATION I 5f{7'3 It IN Apmr rl or�or )VASY/IJCz$ �5, Zr 3t 5 1I OIlOZ LOCATION MAP CONSTRUCTION NOTE5 O1 INSTALL 15' V.G.P. SEWER. 1 DRAWING O2 CON5TRUGT PREGA5T CONCRETE MANHOLE PER GITY OF FONTANA STD. DWG. NO. 112 CI.D. = 48'D. O3 CONSTRUCT PREGA5T GONGRETE MANHOLE PER GITY OF FONTANA STD. DWG. NO. 112 CI.D. = GO") ® INSTALL 8" V.G.P. SEWER. DATE �5 INSTALL 8" V.G.P. PLUG. BASIS OF BEARINGS: © INSTALL 15" V.G.P. PLUG. I tl INSTALL 4" SEWER LATERAL AND GLEANOUT PER GITY IMPROVEMENTS NO STD. DWG. NO. 125. Q�-FES 1 DRAWING 6 N0. 83 -� THESE ROM— FW. CN ..• * FURM&fWCOMP RE WU NOT I* „A�' HAVE � VM'IICH JLT AB ITY DATE BENCH MARK: # 615 BASIS OF BEARINGS: I tl SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NO COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL AVE., IN POWER POLE NO. 9011E R. 5W., S.B.M. PER R.S. 58/5, 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 ON THE EAST SIDE OF CITRUS AVE. WAS USED AS THE BASIS OF STANDARDS IN EFFECT. BEARINGS FOR THIS PLAN. ELEVATION: 1467.59 QUANTITIE 5 4.189 L.F. 11 EA. 2 EA. 413 L.F. 4 EA. 1 EA. 95 L.F. VICINITY MAP NOT TO SCALE TMZOF BENCH MARK: # 615 BASIS OF BEARINGS: N RAILROAD SPIKE AT INTERSECTIOTHE BEARING OF N89°�0'06" ALONG OF CITRUS AVE. AND LOS CEDROS - THE NO. LINE OF SEC. 30, T. IN., AVE., IN POWER POLE NO. 9011E R. 5W., S.B.M. PER R.S. 58/5, ON THE EAST SIDE OF CITRUS AVE. WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN. ELEVATION: 1467.59 Prepared Under The Supervision Of: CITY OF FONTANA, CALIFORNIA LT N�yq�Fy MADOLERED AND ASSOCIATESIN THEOFFICE INC. SEWER PLAN OF THE INLAND EMPIRE DRAWN BY: SIERRA LAKES SCALE: I� Q No . 14814 m D 10601 CHURCH STREET, STE. 107 PARCEL MAP NO. 14794 AS SHOWN Exp: 3-31-01 RANCHOPHONE CITRUS AVENUE (909) 948-13191730 DESIGNED BY: DATE: I SEWER PLANS s/ATF Fj�AL1 OQ���Do Date: 5- / - CHECKED BY: APPRO BY: DRAWING No. 1 .M. MADOLE R.C.E.14814 EXP.3-31-01 826-1167 `'E 2773 Z CITY ENGINEER R.C.E. 25126 5 *P* SEWER TITLE SHEET, CITR1 V/ENUE - 21[0. 231] PF: 1154 809 19 -May -00 11: 07 AM / 826-1154-1 !moi DWG'. DATE: --