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HomeMy WebLinkAbout2797-1CITY OF FONTANA' UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO., GENERAL NOTES: ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA 8353 SIERRA AVENUE 3939 E. CORONADO STREET SAN GABRIEL MOUNTAINS STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). / ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION s0. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) / UNLESS OTHERWISE NOTED. ATTN: ALAN KESELOFF ATTN: JACK HAYES 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING 16231 VALLEY BLVD. 1205 DUPONT AVENUE / �g / DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE (909)FONT3 CA BI ONTARIO, CA 91761 �p� / �,/ �_ REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC (909) 335-7781 (909) 390-4777 X 3055 P� / RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. EMERGENCIES: (800) 427-2200 ` ' �' / �"`�/ � SO. CALIFORNIA EDISON COMPANY GENERAL TELEPHONE COMPANY 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. ATTN: JAIME AMESZCUA ATTN: STEVE HOCK I OJT CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE SUMMIT /AVENUE (909) 357-6581 1400 E. PHILLIPS BLVD. OPERATION AND WATER REQUIREMENTS. 7951 REDWOOD AVENUE ONTARIO, CA 91766 4. CURVE DATA REFERS TO THE FACE OF CURB. FONTANA, CA 92335 (800) 422-4133 � (909) 820-5598 - UNDERGROUND ¢ /iz (909) 820-5137 - TRANSMISSIONSZ / / w u 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. (213) 637-1233 - PIPELINES (909) 357-6589 - DISTRIBUTION > / a 6. ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO (800) 422-4133 �P > PAVING OF STREETS. CRAWFORD CANYON MUTUAL WATER CO. FONTANA WATER COMPANY 4,¢ w 7. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE ATTN: BILL VANDRKIEFT, JR. ATTN: AL KROHN �� Q / J INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO (619) 868-6040 8440 NUEVO AVENUE DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING FONTANA, CA 92335 / hiIGHLAND AVENUE UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE (909) 822-2201 X 323 / w CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO FAX: (909) 823-5046 / / a �-'-� WORKING DAYS BEFORE EXCAVATION. / Y Q B. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO UNDERGROUND SERVICE ALERT o FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. (800) 227-2600 / / / / c w PROJECT SITE Lu w w 9. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES / / U = m INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC CABLE TELEVISION, PRIVATE ENGINEER'S NOTICE TO CONTRACTORS / / BASE LINE ROAD LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES / TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT 10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE VICINITY MAP WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- 11. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. SHOWN ON THESE DRAWINGS. 12. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK" THE IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT RESOLUTION. THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER 13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, PLACEMENT. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE 14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH ENGINEER. EXISTING CONCRETE. -- CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT 15. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. PLACED, INSPECTED AND APPROVED. 16. 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 _x INDICATES ADD'L. LANDSCAPE POTENTIAL EXISTS FOR GROUND MOVEMENT. 5ETBAGK EASEMENT 17. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK R/W R/W FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION 104' const.cl. OF INDUSTRIAL SAFETY. 10' 12' 40' 40' 12" 10' 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. G G G' G' 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE14 2� DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING ME IAN CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. /'� LEVEL LINE 0.24' 0.24' MED. CURB MED. CURB 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, 1/4 , A.G. / A.B. �_ A C_/A B 1/4'/ft. DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. �p� ,: - � 27 _ 0.53 27 A G 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED 'DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE L`� o GONG. 51DEWALK WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. GONG. SIDEWALK p Oma. GONG. CURB + � GONG. CURB •1- 22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. GUTTER �(o O GUTTER 23. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE BEECH AVENUE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STA. 205+56.81 TO STA. 211+69.47 STAKING DURING CONSTRUCTION. NOT TO SCALE 24._QARE 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. R/W 130' R/W 25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES const. cl OR BENCH MARKS WITHOUT ,PRIOR NOTIFICATION TO THE CITY ENGINEER. 25' 40' 40" 25' 26. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY 3" MIN. 10' 3' MIN_ 3'MIN. 10' 3' MIN. MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL 15'MAX. O'e 40' O'b 40' 15'MAX. ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED 2.z FROM EGR 14 FROM BGR AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL - �%q� ME IAN NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS LEVEL LINE CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. MED. CURB MED. CURB 0.24' 1/ - A.G. / A.B. A.G./A.B.- PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION �= 0.24' _ Z7.- 0.53 0.53' - 27- 27. AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER. COMPLETION OF ROUGH GRADING. b GONG. SIDEWALK/ GONG. SIDEWALK/ �� 28. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL PATH GONG. CURB + �`�I� GONG- CURB +BIKE PATH STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED QD �' GUTTER GUTTER TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. T7 29. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES 10110011ANg100SfIMIEa� AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN TH BEECH AVENUE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. �ayTHE Emw*m wLLNOTa l�N011MlYE010lROAI�MNN��1 STA. 200+89.33 TO STA. 205+56.81 HIN IEMIKXJlMOlM�lDINt�3'fllEbt'IIOIIKM NOT TO SCALE R/W 30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT' 9orw i PL W EXIST. $� M»AN PRIOR APPROVAL OF THE INSPECTOR. VARIES 10' 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. const. cl. meq.• VARIES 61.37' MAX. 52' 32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, MIN. CURB LINE INCLUDING ADEQUATE WATERING, AT ALL TIMES. 8' 10' VARIES MEDIAN 33" 12'�� 15' 1 ,y'L 7 33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS- AND ETHODS__AND PROCEDURES DESCRIBED IN THE W.A.T.C.H.-MANUAL", LATEST EDITION IANLESS" �, OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. _ No &2983 �� 1/4 -=FT Q���' A.G./A.B. MED.GURB MED.GURB 27 A.G./A.13 ' 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,_P 29 STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION. OF THE CITY TRAFFIC ENGINEER. ►1��� `;�, GONG., SIDEWALK "4� A_ 35. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES "'"" FL SECTION DETAIL AT BUS BAY EXCEED 25 MILES PER HOUR. 8' P.G.G. BUS BAY W/ WIREME511, . G' SQ. 10A ON G, GLA55 it A_B. NOT TO SCALE 36. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. M.W.D. NOTE - NOTIFY MR. JOE MIRONE OF METROPOLITAN'S OPERATIONS MAINTENANCE BRANCH, TELEPHONE C909) 780-1511, EXT.27G4 AT LEAST TWO WORKING DAYS CMONDAY THROUGH THURSDAY) PRIOR TO STARTING ANY WORK IN THE VICINITY OF M.W.D. FACILITIES AND RIGHT-OF-WAY. REV. REVISION DESCRIPTION DAT 717 Q � K SJ: G/6lt,S � U olwTy CORR!!�R its �wir �� © r_%r_ w Mt-DIAC� MAWNi-+61..a: cuab 3 f2 RF_VI5CD MEDIAN CURF3 TO MO NTA � POK O. L. rnwt4 9 5. -16 2 RMORODFONO 1/ A• /E� �'=7 � GONG. SIDEWALK GONG. CURB + GUTTER FOR , R60510N. ® DATE: 41v 0\ Ao / �''/ �0�0 SUP �0�� A.) / A / (0 (P/ INDEX MAP CONSTRUCTION NOTES= J CONSTRUCT G 1/2' AG PAVEMENT CMIN.) OVER 12' COMPACTED NATIVE MATERIAL - - - - - - - - - 82.528 S.E. CSEE GENERAL N OTE 27 + 28) OZ CONSTRUCT 8• CURB + GUTTER PER CITY STD. DWG. NO. 101. - - - - - - - - - _ 2.158 L.E. �3 CONSTRUCT 8' MEDIAN CURB PER CITY 5TD. DWG. NO. 101- - - - - - - - - - - - - - - - - - 1.954 L.F. O CONSTRUCT RAMPED CURB RETURN PER CITY 5TD. DWG. NO. 104A.- - - - - - - - - - - - - - 4 EA. �5 CONSTRUCT 4` CONCRETE SIDEWALK PER CITY STD. DWG. NO. 105A, W=PER PLAN - - - - - - - - - 18,334 S.F. OINSTALL 2'X G` REDWOOD HEADER- - - - - - - - - - - - -- - - - - - - - - - - - - - - 0 L.E. U7 INSTALL BARRICADE PER CITY STD. DWG. NO. 118. - - - - - - - - - - - - - - ----- - - - 3 EA. O INSTALL STREET LIGHT CSGE #20) 22'000 LUMEN- -.. - - - - - - - - - - - - - - - - - - 4 ,r EA.Q O CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH PER PLAN- - - - - - - - - - 2 EA_ 10 ADJUST MANHOLE OR VALVE COVER TO GRADE.- - - - - - - - - - - - - - - - - - - - - 3 EA. 11 CONSTRUCT P.G.G. BUS BAY - - - - - - - - - - - - - - - - - - - -- - - - - - -- 1.100 S.F. A12 - 60,WCUTh %DWV9 l�XlSC. 8" NtEpAK ro2 @; iGRE_ T € 5ANI36 `#1=- ;€alvM €R E) GH-14II5H• E5€€�€T��I€ GttRB aND fANStRL�CT P C -G • MWKWLE 410- 1.1' CURS ftl; MTAIL BWW 13 SE+ 45 ,- FRE) 4-i-!R__6_Fe3fel-E)F 4R VE -6 --FS€€ 9c -+A!6 HERR W; - - - - - - - - - --- _ - - - - - _ O S.F. IN9MLL KING X &?e G,�L/F ww/mhee M,!F K/ ,6 R !l-150 -HPS -120 -K/6 - w sHE/GH% = /¢ 5 : ©14 - - - - - - - - - - - - - - - - - 15 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. DWG. NO. 102, W=PER PLAN - - - - 1"' - - - - - 2,050 S.F. 4,' /J1 - T// 117-71 n Oct! _ SECTION 5T. cooT• 't All 0 bw L M4/ PLAN © &t S! 3 Q G,G. MoLlNTA6L£ SECTION A" != IED MOUNTABLE CURB / DRIVEWAY PER CALTRANS STD. DETAIL N8- A NOT TO SCALE 51 -01' M.B.to ` v I Z / V / V S' CITY ENGINEER R.C.E. 25126 DATE BEECH AVE ST. IMP. TITLE SHEET - 3 [0, 1.471 PF: 15839 8012 29 -Feb -00 07: 51 AM / 126-964-1 unu. UAIG.