Loading...
HomeMy WebLinkAbout2682-1GENERAL NOTES 33. CITY OF FONTANA UTILITY NOTIFICATION LIST CFD CONSTRUCTION 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. CITY OF FONTANA ATTN: CARLOS NAVARRO 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 PACIFIC BELL CO. ATTN: VIRGINIA BECKER 3939 E.CORONADO STREET ANAHEIM, CA 92807 (714) 666-5467 SUMMIT AVENUE 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 (909) 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. CURVE DATA REFERS TO THE FACE OF CURB. 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 6. ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 7. 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 1-800-226-2700 TWO WORKING DAYS BEFORE EXCAVATION. 8. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. SO. CALIFORNIA GAS COMPANY ATTN: GREG GASPAR 16231 VALLEY BLVD. FONTANA, CA. 92335 (909) 428-8411 EMERGENCIES: (800) 427-2200 SO. CALIFORNIA EDISON COMPANY 7951 REDWOOD AVE. FONTANA, CA. 92335 (909) 820-5598 - UNDERGROUND (909) 875-5100 - TRANSMISSIONS (213) 637-1233 - PIPELINES (909) 357-6233 - DISTRIBUTION (800) 422-4133 CRAWFORD CANYON MUTUAL WATER CO ATTN: BILL VANDERKIEFT, JR. (619) 868-6040 UNDERGROUND SERVICE ALERT (800) 422-4133 COMCAST (CABLE TV) ATTN: JACK HAYES 1205 DUPONT AVENUE ONTARIO, CA. 91761 (909) 390-4738 NON CFD CONSTRUCTION 27' TO 87' 17' TO 77' GENERAL TELEPHONE COMPANY ATTN: STEVE HOCK 1400 E. PHILLIPS BLVD. ONTARIO, CA. 91766 (800) 422-4133 FONTANA WATER COMPANY ATTN: MICHAEL J. McGRAW 8440 NUEVO AVENUE FONTANA, CA 92335 (909) 822-2201 FAX: (909) 823-5046 10' WIDE SIDEWALK 4 CLUBHOUSE WINDFLOWER AVENUE DRIVE P.G.G. GONG. WITH 6' SQ. 6 GA. WIREMESH ON 6' GLASS 11 A.B. SIGN DETAIL N.T.S. BUS TURNOUT SECTION N.T.S. CURTIS AVENUE 9. 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. 10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 11. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. CL L SECTION LINE 101' - 113' LA SIERRA DRIVE 12. 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. 13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 15. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN 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 POTENTIAL EXISTS FOR GROUND MOVEMENT. 17. 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. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 8' 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. EXIST. GROUND 2'MIN -'44.5'MAX FUT. G + G 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. 4. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. SUMMIT AVENUE STA. 100+74.70 TO 106+49.53 CL �= SECTION LINE 101' - 113' 19 FUTURE (ROUTE 30) I`' FREEWAY HIGHLAND AVENUE INDEX MAP DRAWING SI -IT NO"S EXIST. GROUND 2'MIN 44.5'MAX CONSTRUCTION NOTES QUANTITIES SCALE IN FEET. 800 1600 2400 3200 TITLE SHEET 1 IMPROVEMENT PLANS 2-11 STRIPING PLANS 12-1G TOTAL FUT. G + G 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR 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. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 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. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 23. 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. 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. 25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 26. 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. 27. 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. CONSTRUCT 7 3/4' AG PAVEMENT (MIN) OVER 12'. 957 OF COMPACTED NATIVE MATERIAL. CSEE GENERAL NOTES 27 + 28) © CONSTRUCT VARIABLE THICKNESS AG PAVEMENT OVERLAY 0.125 FT. (MIN) O CONSTRUCT 8' GF CURB + GUTTER PER CITY STD. DWG. NO. 1003 ® CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006 CONSTRUCT 4' PGC SIDEWALK PER CITY STD. DWG. NO. 1015. W=10' © REMOVE EXISTING BARRICADES C) INSTALL STREET LIGHT CSCE #20) 22.000 LUMEN PER CITY STD. DWG. NO. 1016 CONSTRUCT CROSS GUTTER PER CITY STD. 104. AS MODIFIED TO 10' WIDE. OO CONSTRUCT 4' AG PAVEMENT CMIN) ON COMPACTED NATIVE MATERIAL 10 INTTALL 36' DIA. CMP STAND PIPE PER DETAIL SHT. 2 OF 16 11 INSTALL 24' DIA. GMP C16 GAJ 12 INSTALL 24' GMP FLARED END STRUCTURE 13 SAWGUT d- REMOVE EXISTING PAVEMENT 14 GRIND EXISTING AG PAVEMENT A5 REQUIRED 15 RELOCATE EXISTING POWER POLE OR GUY WIRE CI CONSTRUCT 5 1/4' AG PAVEMENT CMN) OVER COMPACTED NATIVE MATERIAL. CSEE GENERAL NOTES 27 + 28) 17 CONSTRUCT BUS TURNOUT PER DETAIL HEREON 216.230 SF 9.120 TONS 88.390 SF 5,100 LF 5 EA 26.780 5F 3 EA 18 EA 1.275 SF 99.790 SF 1 EA 221 LF 1 EA 50.400 SF 5.670 SF 9 TONS 5,100 LF NA 26.780 SF 3 EA NIG 1.275 SF 2.370 TONS 1 EA 221 LF 1 EA 38.600 5F 820 SF 4 EA 52.990 SF N/A SUMMIT AVENUE STA. 106+49.53 TO STA. 117+05.62 CL 101' SECTION LINE 46' 10' 8' SECTION LINE 113' EXIST. GROUND 2'MIN -44.5'MAX 27 .LEY€L_LII E _ ._EY€L_LINE FUT. G + G SUM SIT AVE JUE STA. 117+05.62 TO STA. 125+79 SUMMIT AVENUE STA. 150+00 TO STA. 151+77.12 SECTION LINE 1.755 SF 1.755 SF 28. 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. 29. 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. 30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 33. 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 CITY TRAFFIC ENGINEER. 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. 36. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. SIGNING + STRIPING NOTES REMOVE EXISTING STRIPING BY WET SANDBLASTING WITHIN LIMITS SHOWN 41 APPLY 4" DASHED YELLOW STRIPE PER DETAIL 6 GALTRANS STDS_ APPLY SOLID DOUBLE YELLOW STRIPE PER DETAIL 22 CALTRANS STDS. APPLY 8' SOLID WHITE STRIPE 44 APPLY 6' SOLID WHITE STRIPE 45 APPLY 4' SOLID WHITE STRIPE APPLY 12" SLID WHITE STOP BAR 47 APPLY 6' DASHED WHITE STRIPE PER DETAIL 39A 48 INSTALL SIGN ON STREET LIGHT POLE AS NOTED ON PLAN 49 INSTALL SIGN ON POST A5 NOTED ON PLAN APPLY DIRECTION ARROWS + PAVEMENT MARKINGS AS SHOWN ON PLAN 51 APPLY 4' SOLID YELLOW STRIPE 880 LF 5.700 LF 3.840 LF 1,960 LF 3.445 LF 4.020 LF 225 LF 290 LF 6 EA 74 EA 39 EA 200 LF 420 LF 2.920 LF 1.400 LF 1.170 LF N/A N/A 75 LF N/A 2' ric J 0 z FUTURE G+G EXIST. GROUND LEVEL LINE DUNCAN CYN. RD. FL AGP CHANNEL SUMMIT AVENUE STA. 125+79 TO STA. 145+81.15 AVENUE SECTION LINE 0.12' LEVEL LINE - 2z - HECORD DRAWING -' 1IiSE RECORD DRAWINGS HAVE BEEN PREPARED, IN 1; ON THE BASIS OF INFORMATION COMPILED AND IIkNISHED BY OTHERS. THE ENGINEER WILL NOT BE ,PONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH ,VE BEEN INCORPORATED INTO THE DOCUMENTS AS RESULT THEREOF. HIGHLAND AVENUE BASELINE AVENUE 37. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 1_ TRAFFIC SIGNAL CONDUITS SHALL BE INSTALLED PER TRAFFIC SIGNAL PLANS FOR CITRUS AND SIERRA AVENUE. PRIOR TO PAVING_ SUMMIT AVENUE STA. 145+81.15 TO STA. 149+75 BENCH MARK: # 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CEDROS AVE., IN POWER POLE NO. 9011E ON THE EAST SIDE OF CITRUS AVE. ELEVATION: 1467.59 BASIS OF BEARINGS: THE BEARING OF N89°30'06"E ALONG THE NO. LINE OF SEC. 30, T.1N., R.5W., S.B.M. PER R.S. 58/5, WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN. VICINITY MAP NOT TO SCALE 826-1163 EXIST AGPL-� 0.125' OVERLAY SUMMIT AVENUE AG PVMT STA. 62+00 TO STA. 97+50 DIAL BEFORE YOU DIG TWO WORKING DAYS BEFORE YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PLANS PREPARED FOR REVISION DESCRIPTION KAUFMARI Sc BROAD ATTN: MR. GLEN CROSBY 801 CORPORATE CENTER DRIVE SUITE 201 POMONA, CA. 91768-2641 PHONE: (909) 802-1100 FAX: (909) 802-9119 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 CONDITIONS AND STANDARDS IN EFFECT. ‘1,Z1_TON Prepared Under The Supervision Of: PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. OF THE INLAND EMPIRE 10601 CHURCH STREET, STE. 107 RANCHO CUCAMONGA, CA. 91730 PHONE (909) 948-1311 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN CIVIC OF C AJ\. DRAWN BY: M.N.S. DESIGNED BY: M.N.S. TRACT MAP NO. 15908 SUMMIT� VENUE I SCALE: AS SHOWN Date:' l 0 APPRO D BY: . MADOLE R.C.E.14814 EXP.3-31-05 DATE: $'45, CITY ENGINEER R.C.E. 51152 EXP. 9-30-01 DRAWING NO. * TITLE SHEET SUMMIT AVENUE - 21[0,231]PF: 1154 683 08 -Apr -01 09:45 AM / 826-1154-1 DWG. DATE: