The URL can be used to link to this page

Home My WebLink About2874-1COAL 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 DEVELOPMENT 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 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. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. 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. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. 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. 18. 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. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR 21. 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. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. 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. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND CITY OF FONTANA SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS STREET IMPROVEMENT P SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. 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 FOWANA, UTLM NOT :MTION LW 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. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT ATTN: DENNIS FREEMAN (800) 227-2600 1981 W. LUGONIA AVENUE REDLANDS, CA. 92374 COMCAST ( CABLE TV ) (909) 335-7547 ATTN: JACK HAYES EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. ONTARIO, CA. 91761 SO. CALIF. EDISON COMPANY (909) 390-4738 300 N. PEPPER AVENUE RIALTO, CA. 92376 GENERAL TELEPHONE COMPANY 909820-5598 - UNDERGROUND ATTN: STEVE HOCK 909 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. 213 637-1233 - PIPELINES ONTARIO, CA. 91766 909 357-6223 - DISTRIBUTION (800) 422-4133 800 422-4133 FONTANA WATER COMPANY ATTN: MICHAEL J. McGRAW 8440 NUEVO AVENUE FONTANA CA. 92235 (909) 822-2201 FAX: (909) 823-5046 ao Z a W '01 Nva 001 rni 6 o Lu i U 10 F -P DIST NCE PER LAN TRANSffMAL GUTTER DETAL SCALE: 1" = 10' PLANS PREPARED FOR SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS CENTEX HOMES NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF 2280 WARDLOW CIRCLE APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE SUITE 150 REVISIONS TO THE PLANS TO BRING THEM INTO CORONA, CA. 92880 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. (909) 279-4000 N FOR LAMS TRACT fVO. 16085-1 'A -.-O-.W --------------------------- 11 2 / I "�� 20 27 28 F 25 FMT 1W f 115 120 r1211 i L.E END FLEX MAP °-� STREET LIGHTS SCALE: 1"=200' DIRECTION OF FLOW 90 Oil 939 CONSTRUCTION NOTES ESTUATE OF QUANTFE:S 1�-- INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) 25 FT. LUMINAIRE HEIGHT POLES 22 EA SHALL BE MARBELITE OR APPROVED EQUAL. PER CITY STD. DWG # 1016 O2 --- CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE ( See general notes 31 and 32) 136,600 S.F. 3a-- CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 7,600 L.F. 4 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=10' 6,200 S.F. 5 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=5.5',* WIDTH 19' 10,300 S.F. CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, W=5.5' * 31,700 S.F. F127 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006 16 EA- 8 ADJUST MANHOLE FRAME do COVER TO GRADE PER CITY STD. 109 18 EA. 9 REMOVE EXISTING TRAFFIC BARRICADE 1 EA. 10 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118 5 EA. 11 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 2 EA. INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 139 10 EA. * NOTE: R RJ VENUE HIGHLAND CHANNEL EXISTING HIGHLAND AVE z w / wZ) Q z z Q w I Ld > U �- Q U W o m WALNUT AVENUE a = U)/ w � U BASELINE AVENUE TOWNSHIP 1 NORTH, RANGE 6 WEST, SECTION 36 VICINITY MAP R/W 5' PUE 101 6' * A RECORD DOCUMENT These Record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result /7, -I -Cit/ DATE 54' 27' 20' _ _ 20' Project Location R/W 5' 1 PUE 6'* 1' R/W I 5' PUE LOCAL STREET -5W R/W HORIZ: 1" = 10' VERT: 1 " = 2' R/W 50' 5'_I 25' PUE 18' 18' 7' I 6' I 0 2� 2 o r - 1 Q_ _LEVEL __ LINE____ ------------ _.. - :. TYPICAL SECTION LOCAL STREET -W R/w HORIZ: 1" = 10' VERT* 1 " = 2' BASIS OF BEARINGS= OR HOPE COURT SHALL BEA5.5' ND DWIDE,A CURB RFACEETOF BACK OF WALK TO MATCH EXISTING HOPE COURT IMPROVEMENTS. BEARINGS ARE BASED ON THE EAST LINE OF THE SOUTHWEST ONE-QUARTER OF SECTION 35, T. 1 N., R. 6 W., S.B.B. do M. BEING N00'09'04"E AS SHOWN ON RECORD OF SURVEY RECORDED IN BOOK 108, PAGES 13-27, RECORDS OF SAN BERNARDINO COUNTY. Prepared By: CITY OF FONTANA, CALIFORNIA Date: ALLARD ENGINEERING QROFESS/ON 1.2,. B.M. 361, SPIKE IN NORTH FACE OF P.P. ��o �oNO J A<< `Fy STREErT IMPROVEMENT PLANS 1536697E AT SOUTH WEST CORNER OF Ctvll E ng - Land Surveying - Land Planning �� -9� - BASELINE AVENUE AND SULTANA AVENUE. n_,_,b 4; 8253 Sierra Avenue O Drawn By: Scale: Fontana, California 92335 No. 36052 m WF/DEA/JK AS NOTED (909) 356-1815 Fax (909) 356-1795 Exp. Designed By: �• -� Date: ryw►.S� (�X-�oHe� �o • b • o/ `��' C I V 1�- It, JF MAY 2001 Checked Dwg. No. ELEVATION 1365.0' �d J. nllard,(mq*w s N) Date TF of CAS\F Approved: 13��7 DH (tG ,CITY ENGINEER R.C.E. 511 2/'4 Filename: M:\DWG\12704\PHASE-1\STREETS\St-1.DWG