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Home My WebLink About3668-1GENERAL NO TES 1. ALL WORK SHALL BE /N 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 /S FOUND TO EXIST /N THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /N THE "GREEN BOOK'; THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY EN/GNEER FOR RESOLUTION. J. 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 /N 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 /N THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THA T 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 /N 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 /S 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. 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 /N 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 /S 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. THESE RECORD DRAWINGS HAVE BEEN PREPARED. Il" PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHER& THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHI HAVE BEEN INCORPORATED INTO THE DOCUMENTS A RESULT THEaFnG . m P49. 36637 c CITY OF FONTANA STREET IMPROVEMENT PLANS LYTLE CREEK ROAD M. W. D. CONS TRUC TION NO TES: 1. NOTIFY MR. JOE M/RONE OF M.W.D. 'S WATER SYSTEM OPERATIONS GROUP, TELEPHONE (909)776-2664, AT LEAST TWO (2) WORKING DAYS (MONDAY THROUGH THURSDAY) PR/OR TO ANY WORK /N THE VICINITY OF MWD'S FACILITIES AND RIGHT-OF-WA.Y. 2. EX/STING PIPELINE /S ADEQUATE FOR AASHTO H-20 LOADING, WITH A MINIMUM 4 FEET OF COVER, DURING CONSTRUCTION, WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR 657E OR A 666B SCRAPER MAY OPERATE OVER THE PIPELINE, PROVIDED THE GROUND /S MAINTAINED /N A SMOOTH CONDITION ON BOTH SIDES OF THE PIPELINE. J. A LIST AND SPECIFICATIONS OF ALL CONSTRUCT/ON EQUIPMENT PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMITTED FOR M.W.D. 'S REV/EW AND APPROVAL AT LEAST 30 DAYS PR/OR TO CONSTRUCTION. 4. ALL M.W.D. 'S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR TO ANY CONSTRUCT/ON WORK, WHEN A MANHOLE OR OTHER M.W.D. FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION, THE FACILITY SHALL BE MODIFIED BY M.W.D. FORCES. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. ATTN. ANTHONY SALAM ATTN.NORMA GU/LLOT 8353 SIERRA AVENUE 1265 N. VAN BUREN STREET FONTANA, CA 92335 SUI TE 180 (909) 350-6632 ANAHEIM, CA 92807 BACK SIDEWALK (714) 666-5401 SO. CALIFORNIA GAS COMPANY VERIZON ATTN: GREG GASPAR A TTN: STEVE HOCK 16231 VALLEY BLVD. FONTANA, CA. 92335 1400 E. PHILLIPS BLVD. 909 428-8411 POMONA, CA. 91766 (909) 469-6327 EMERGENCIES. (800) 427-2200 E. V. C. END VER TI CAL CURVE COMCAST (CABLE TV) SO. CALIFORNIA EDISON COMPANY ATTN. JACK HA YES 1205 7951 REDWOOD AVE. FONTANA, CA. 92335 DUPONT A VENUE ONTARIO, CA. 91761 (909) 820-5598 - UNDERGROUND (909) 390-4738 (909) 875-5100 - TRANSMISSIONS INV. (2 11) 0. C. 357-6233 - DISTRIBUTION 90McGRA A TTN.• MICHAEL C W 8440 NUEVO AVENUE DESIGNED BY.• FONTANA, CA 92335 (909) CRAWFORD CANYON MUTUAL WATER CO. 822-2201 FAX (909) ATTN. BASIL J. FABR/Z/0 823-5046 (909) 463-9580 • �' �•3•� UNDERGROUND SERVICE ALERT WEST VALLEY WATER DISTRICT (800) 422-4133 A TTN: LON TSAI ' 855 W. BASELINE ROAD METROPOLITAN WATER DISTRICT RIALTO, CA 92377 WA TER SYSTEM OPERA TION GROUP 41�( A TTN: JOE MIRONE SAN GABRIEL VALLEY (909) 776-2664 MUNICIPAL WA TER DISTRICT ATTN. DAVE JOHNSON 549 EAST SIERRA MADRE AVENUE P.O. BOX 1299 AZUSA, CA. 91702-1299 (909) 969-7911 PRI VA TE ENGINEER'S NO TICE TO CON TRA C TORS 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 /S 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 DRAW/NGS 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 CONNECT/ON 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 ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. THE CONTRACTOR SHALL COMPLY WITH ALL N. P. D. E. S. REQUIREMENTS TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT W,Essroyl;_.. a Flo. 3663 7 AlP US/p RiD. 36637 OF CRS. to/Z9�Dy P. C. C. SCALE. 1 "=300' LEGEND A. C. ASPHALTIC CONCRETE B. C. BEGIN CURVE B. 'V. C. H. BEG. VER TICAL CURVE B. BACK SIDEWALK C. B. CATCH BASIN C.L. CEN TERLINE E. C. END CUR VE E. P. EDGE PA VEMEN T E. G. EDGE GRADE E. V. C. END VER TI CAL CURVE F. L. FLOW LINE F. S FINISH SURFACE G.B. GRADE BREAK H.P. HIGH POINT INV. INVERT 0. C. ON CURVE W,Essroyl;_.. a Flo. 3663 7 AlP US/p RiD. 36637 OF CRS. to/Z9�Dy P. C. C. PORTLAND CEMENT CONCRETE (R) RIDGE LINE R/W RIGHT OF WA Y TAN. TANGENT T. C. TOP OF CURB W WIDTH V VERTICAL DEPTH (590.77) INDICATES EXISTING ELEVATION 590.77 INDICATES PROPOSED ELEVATION INDICATES SLOPE 2. 1 AC PA VEMENT REMO VAL ® GRIND w Q U U7 0 0 z VICINITY MAP NOT TO SCALE QTY &UNIT CONSTRUCT/ON NOTES: PHASE A I PHASE B 0 -CONSTRUCT 6 1/2" AC ON 12" COMPACTED NATIVE SOIL (957 COMPACTION) PER SOILS REPORT RECOMMENDATION. (2)__ CONSTRUCT 8" CURB AND GUTTER PER CITY STD. PLAN NO. 1003. CD -CONSTRUCT 8" AC DIKE PER CITY STD. 136, SEE DETAIL ON SHT. NO. 2. (D -CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015. ("W" PER PLAN) . N/A ( -CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1, CASE PER PLAN. 0 -INSTALL STREET LIGHT 22,000 LUMEN PER CITY STD. PLAN NO. 1016 (SCE #20). @-INSTALL KING K199E CALIFORNIA LUMINAIRE TYPE K199-EAR-1.1-150-HPS-120-K16-PBC (H=14.5) @ SOUTHERN CALIFORNIA EDISON EASEMENTS a__ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 109. ADJUST WATER VALVE TO GRADE PER CITY STD. PLAN NO. 130. @-SAWCUT AND REMOVE EXIST. AC PAVEMENT. 11 CONSTRUCT P.C. C. DRIVE APPROACH PER CITY STD. 1005. 12 CONSTRUCT 3" THICK AC DRIVE APPROACH MODIFIED C/TY STD. 1005. REMOVE AND DISPOSE OF EX/ST/NG FENCE. 14 REMOVE UTILITY (GAS, WATER, ETC.) MARKER. CONTRACTOR SHALL HAVE UTLITY CO. REPLACE MARKER. REMOVE EX/STING AC DIKE. @�--CONSTRUCT 3" THICK AC INLET APRON PER DETAIL 6A, SHT. 6. INSTALL 1-4" AND 1-6" SCH. 40 PVC CONDUIT SLEEVES @_ RELOCATE WATER APPURTENANCE. &�COAZST�_RC�C�CON�IWE�RCI�AL��.Ql�vAY E'ER CITY STD. /o0_6A COHST. DRAt NACU STRNCr. M VIFIE-P C I T%f STV% WOO (69 0..F - - ,_--� C SA�cuT � RQMD✓� A/ C j & O HSA x.14 SIDE 0� DSA 10 (3, BENCH MARK: # 8-17 EDGE OF PA VEMEN T CAL TRANS BENCHMARK SSB -17. A BRASS CAP,,IN THE CONCRETE BASE OF THE SOUTH',LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND, 0.2 M/ WEST OF SAN SEVAINE RD., 2.65 M/ WEST OF SIERRA AVE ELEVA TION: if 1428.609 9,040 SF 145 LF - LF 770 SF - EA - 3 EA 1 EA - - EA 1 EA - EA 6,600 SF 170 SF - SF - LF 1 EA - LF - SF - LF 2 EA 100, 970 SF 2,400 LF 1,160 LF 1J,500 SF - EA 4 EA 7 EA 3 EA 14 EA 12 E4 80, 300 SF 340 SF 200 SF - LF 6 EA 2, 800 LF 1, 440 SF I 24D LF - EA NOTE: LOCATIONS OF LINES AND LATERALS AND STREET CONNECTIONS �. HAVE. NOT BEEN APPROVED. LOCAL STORM DRAIN LINE AND LATERAL CONNECT/ONS MAY CHANGE UPON CITY/FIRE REVIEW OF TENTA TI VES ONCE THEY ARE FORMALLY SUBMITTED FOR CITY REVIEW. W BASIS OF BEARINGS: _ THE BRG. N089'59'31 "E V ALONG THE CL SUMMIT AVE AS SHOWN ON TR. NO. 16427-1, M.B. 296/7-11. J J �J a REV. REVISION DESCRIPTION DA TF ENGR. CITY DA TE SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A D/L/GENT MANNER, THE CITY ENG/NEER MAY REQU/RE REVISIONS TO THE PLANS TO BR/NG THEM INTO _ CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT, PR�IOry ��°�, �• l wq Fy c� ww 3 No. 36637 c * Exp: 06-30-06 * �'qT CivP OC �FO� CAL Prepared Under The Supervision Of : PREPARED /N THE OFF/CE OF MADOLE AND A SSOC/A TES, INC. 760-A SOUTH ROCHESTER AVENUE PHONE 909) 937-9CA 151 Date : I o �7 C/ T Y OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLA NSA . O - N N ' 7 DRAWN BY nM / MA TI.TLE,ISHEET L YTL E C EEK ROAD CALE.� AS SHOWN - _ DESIGNED BY.• ° ' IIgrARCH 2004 ADD PKWq. nRAl N SWC.8 216 +40 REC. liMet. EXLEPT•0 C�iRFV'cll bl ZR tc9�. �!f • �' �•3•� AL CHECKED BY.• APPR D B.Y: - z �/ DRAWING N0. 3668 ' RCE 36637 EXP. 6-.3d-"06'_ -.3 -O6 WENDELL L. IWATSURU� ADDED 2 - COMM. DRWYS, SHT` 3 6 4 ! 41�( �l' �• Cl ENG/NEE .C. . 51152 DATE l JAl26-2010\streets\StOl .dwa. 10/07/2004 11:11 A 1 AM. DM �M� � _. Ena