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HomeMy WebLinkAbout4675-1CITY OF FONTANA GENERAL 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 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 CITY 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 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 OF TWO 12 -FOOT LANES 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. 0 0 0 z .te 0 CL CL N 0 .I co N i r, 0 0 0 w co cn z a z w 0 a LO w 0 z O ZE U U 0 2 U z 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 SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON - ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.. CITY OF FONTANA STREET IMPROVEMENT PLANS • -- v INDEX MAP SCALE: 1" =120' INDEX OF SHEETS SHEET NO. MANGO AVE., SEGOVIA LN. AND SIERRA AVE. LP LEGEND BC BEGIN CURVE BVC BEGIN VERTICAL CURVE BCR BEGIN CURB RETURN C8 CATCH BASIN CL CENTERLINE EC END CURVE ECR END CURB RETURN EL'Y EASTERLY EP EDGE OF PAVEMENT EVC END VERTICAL CURVE R FLOW LINE FS FINISH SURFACE GB GRADE BREAK NP HIGH POINT INT INTERSECTION MANGO AVE., SEGOVIA LN. AND SIERRA AVE. LP LOW POINT MVC MIDDLE OF VERTICAL CURVE CL, C/L CENTER LINE NA NOT APPLICABLE LS LANDSCAPE ESMT EASEMENT PCC POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE R/W RIGHT - OF WAY SL STREET LIGHT STA STATION TC TOP OF CURB W'LY WESTERLY V VERTICAL DEPTH D/L DAYLIGHT 1 .. Ppn.IPE'.T VICINITY MAP N.T.S. UNDERGROUND UTILITIES 8 STRUCTURES THE EXISTENCE AND LOCATION OF ANY-UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE 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 ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE ENGINEER HARMLESS FROM ANY AND ALL UABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE AGENCY OR THE ENGINEER. CITY OF FONTANA UTILITY NOTIFICATION LIST SOUTHERN CALIFORNIA EDISON COMPANY WEST VALLEY WATER CITY OF FONTANA SEWER 7951 REDWOOD AVE DISTRICT 8353 SIERRA AVE FONTANA, CA 92335 855 W. BASELINE AVE FONTANA, CA 92335 ATTN: JAIME AMESZCULA RIALTO, CA 92377 (909) 350 -6632 (909) 357 -6581 (909) 875 -1804, ext 332 ® (909) 820 -5598 UNDERGROUND ATTN: MR LON TSAI EA (909) 820 -5137 TRANSMISSIONS CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. PLAN NO. 1006 SOUTHERN CALIFORNIA GAS COMPANY (213) 637 -1233 PIPELINES COMCAST (CABLE TV) 16231 VALLEY BLVD (909) 357 -6589 DISTRIBUTION EA FONTANA, CA 92335 (800) 422 -4133 1205 DUPONT AVE ATTN: RICK REYER (909) 335 -7508 PACIFIC BELL COMPANY ONTARIO, CA 91761 EMERGENCIES: (800) 427 -2200 3939 E CORONADO ST (g09) 390 -4777 x3055 CONSTRUCT GROUTED RIP -RAP BLANKET (12' WIDE) 1/4 TON WITH AIR BLOWN MORTAR BASE (12" MIN. THICKNESS) ANAHEIM, CA 92807 ATTN: JACK HAYES 10 (714) 666 -5500 2 EA ATTN: LARRY SIGNAIGO CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF FONTANA STD. NO. 3001 (SIZE 3) 14 CONSTRUCTION NOTES QUANTITIES O1 CONSTRUCT MIN. 4.5" AC OVER 12" MIN. COMPACTED NATIVE (95%) PER SOILS REPORT RECOMMENDATION 65,795 SF O2 CONSTRUCT 8" CURB & GUTTER PER CITY STD. PLAN NO. 1000 1 ,735 LF O3 CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE PER CITY STD. PLAN NO. 1002 805 SF ® CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003 2 EA O5 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. PLAN NO. 1006 8,985 SF © CONSTRUCT STREET LIGHT PER CITY STD. NO. 404 7 EA O7 CONSTRUCT TEMPORARY BARRICADE PER CITY STD. PLAN NO. 4000 3 EA ® CONSTRUCT STREET NAME SIGN PER CITY STD. PLAN NO. 4003 2 EA O9 CONSTRUCT GROUTED RIP -RAP BLANKET (12' WIDE) 1/4 TON WITH AIR BLOWN MORTAR BASE (12" MIN. THICKNESS) 675 SF 10 RELOCATE EXISTING POLE BY OTHERS 2 EA 11 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF FONTANA STD. NO. 3001 (SIZE 3) 14 LF 12 INSTALL (R1 -1) STOP SIGN 2 EA 13 CONSTRUCT MIN. 6.5" AC OVER 12" MIN. COMPACTED NATIVE (957) PER SOILS REPORT 17 ,353 SF NOTE: QUANTITIES SHOWN HEREON ARE FOR PERMIT AND /OR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES AND BID A COMPLETE JOB. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS DRAWING IS: THE WEST LINE OF SECTION 20 T1 N, R5W BEING N00'33'41 "W PER R.S. 35/9. BENCH MARK: THE BENCH MARK FOR THIS PROJECT IS: SL -3. CHISELED "X" ON TOP OF CURB RETURN OF SIERRA AVENUE AND SUMMIT AVENUE. ELEVATION = 1663.115 GENERAL NOTES CONTI) 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS 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 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 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 THE ROADWAY SUBGRADE. 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 ROADWAY SUBGRADE. 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. Q � AM VVVVWVWVV%A&VW SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 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 STANDARDS IN EFFECT. 1850.00 INDICATES EXISTING OR FUTURE ELEVATION 1850.00 INDICATES PROPOSED ELEVATION WA WATER LINE S SEWER LINE SD STORM DRAIN LINE LT LEFT RT RIGHT NO NORTH SO SOUTH ET EAST WT WEST' G GAS LINE PVMT PAVEMENT PP POWER POLE 2 3 4 5 6 DESCRIPTION TITLE SHEET TYPICAL STREET SECTIONS MANGO AVENUE - y STA. 10 +62.00 TO 18 +00.00 MANGO AVENUE - STA. 18 +00.00 TO 23 +35.46 SEGOVIA LANE - STA. 10 +00.00 TO 15 +70.00 SIERRA AVENUE - STA. 148 +00.00 TO 156 +00.00 moll QR OFESS1 ON A_ A� SCO E F� ^ie FU co CIO Z CD N0. C 047255 m E M G 1 M E E R I M G a Exp. 12/31/09 M 2850 Inland Empire Boulevard, Suite B, Ontario, California 91764 �c tel 909; fax 909.581.0696 o www.fuscoe.com ATP OF CA1 -\ REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE STEVEN L. ELLIS R.C.E. 47255 CITY OF FO CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY: RC DESIGNED BY. TS A ms CHECKED BY: --- Date SE '%1kI!PPBOVED BY: ENGINEER TITLE SHEET R.C.E. 51152 DATE: SCALE: AS SHOWN DATE: JULY, 2008 DWG. NO.: 1 4675 6 TOLL FREE ' '` "" 1 -800- 227 -2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT