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HomeMy WebLinkAbout5847-1CITY OF FONTANA STREET IMPROVEMENT 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 CONSTRUCTIONS ("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 CONTRACTORS SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEERS 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 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 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 CONTRACTORS 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 811 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 GRADE(S). 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 OR 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 BUSINESS AT ALL TIMES. A MINIMUM 12 FOOT LAND 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 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 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, CLEAN OUT 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 FUNDERGROU 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. TRACT MAP 18974 KNOX AVENUE AND BALTRAY WAY 0 I W ---- 0 25' Z cr 7' 0.50' 6' 0. 2Z UTILITY CONTACTS EXIST. IMPHOVEM€NI KNOX AVENUE STREET CROSS-SECTION NOT TO SCALE T.I. = 6.5 50, 25' 18' 18, 7' ' 0.50' 6' v 2/o c�/� ._-� BALTRAY WAY STREET CROSS-SECTION NOT TO SCALE T.I. = 5.5 ELECTRICITY WATER SEWER SOUTHERN CALIFORNIA EDITON COMPANY FONTANA WATER COMPANY CITY OF FONTANA 300 N. PEPPER AVE. 8440 NUEVO AVENUE 8353 SIERRA AVENUE RIALTO CA. 92376 FONTANA, CA. 92335 FONTANA, CA. 92335 UNDERGROUND: (909) 357-6233 ATTN: MICHAEL McGRAW (909) 350-6632 TRANSMISSION: (909) 875-5100 (909) 822-2201 PIPELINES. (909) 657-1233 FAX (909) 283-5046 DISTRIBUTION: (909) 357-6233 GAS GENERAL TELEPHONE COMPANY COMCAST CABLEV/SIGN SOUTHERN CALIFORNIA GAS CO. 1400 E. PHILLIPS RANCH BLVD. 1205 DUPONT AVENUE 1981 L UGONIA AVENUE ONTARIO, CA. 91766 ONTARIO, CA. 91761 REDLANDS, CA. 92374 ATTN. STEVE HOCK ATT'N: JACK HAYES ATT'N. JOHN OATES (800) 422-4133 (909) 390-4738 EMERGENCIES: (800) 427-2200 ENGINEER'S NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR ANY OTHER STRUCTURES SHOWN ON THESE DRAWINGS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 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, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, 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. o� © U O 001 5' 1' SAWCUT & MIN. REMOVE 3� � EX• P, NEW PAVEMENT SECTION GRIND 0. 15' MIN. AND OVERLAY 0. 15' MIN. LAP JOIN DETAIL NOT TO SCALE Willmuml SHEET 1 OF 4 = TITLE SHEET AND NOTES SHEET 2 OF 4 = KNOX AVENUE PLAN AND PROFILE SHEET 3 OF 4 = BALTRAY WAY PLAN AND PROFILE SHEET 4 OF 4 = STREET CROSS SECTION I I U- to I� I 1v IW 1 ua I Z uj ,= x Y RAI TRAY WAY INDEX MAP N.T.S. SUMMIT AVE. CURTIS AVE. w w W w � Q G SITE Q o W J 0 J Q Y v 0 SIERRA LAKE PARKWAY VICINITY MAP N.T.S. lR�:Qklpl FL = FLOWLINE ELEVATION TC = TOP OF CURB ELEVATION (X) = EXISTING ELEVATION TP = TOP OF PAVEMENT W = WATER LINE S = SEWER LINE G = GAS LINE FS = FINISHED SURFACE NG = NATURAL GROUND EP = EDGE OF PAVING CF = CURB FACE EP = EDGE OF PAVING 0 = AC PAVING ED = PCC SURFACE = AC GRIND AND OVERLAY ESTIMATED CONSTRUCTION NOTES: QUANTITIES 0 CONSTRUCT DRIVEWAY PER CITY STD. NO. 1001, W=AS SHOWN ON PLAN 900 S.F 2� CONSTRUCT 8" P.C.C. CURB AND GUTTER PER CITY STD. NO. 1000 253 L. F CONSTRUCT 5' WIDE P.C.C. SIDEWALK PER CITY STD. NO. 1006 1,155 S. F. ® CONSTRUCT CURB RETURN ACCESS RAMP PER CITY DTS. NO. 1003 2 EACH SAW -CUT, REMOVE AND DISPOSE EXISTING A.C. PAVING PER LAP JOIN DETAIL 342 S. F. © GRIND 0. 15' (MIN.) AND A. C. OVERLAY 0. 15' (MIN.) 3, 420 S. F. �7 INSTALL STREET LIGHT (PER STREET LIGHT PLAN) 2 EACH ® CONSTRUCT 6" P.C.C. CURB AND GUTTER PER CITY STD. NO. 1000 484 L. F Q CONSTRUCT 4.5" A.C. PAVING OVER 6" CLASS H AGGREGATE BASE 13, 631 S.F. CONSTRUCT 8' WIDE CROSS -GUTTER PER CITY STD. NO. 403 886 S. F 11 RELOCATE EXISTING FIRE HYDRANT 1 EACH INSTALL STOP SIGN AND POST PER CITY STD. NO. 4003 1 EACH 1 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003 1 EACH 1 APPLY THERMOPLASTIC STOP BAR AND "STOP" PAVEMENT MARKINGS L.S. 1 CONSTRUCT CATCH BASIN PER CITY STD. NO. 3004, W=3.5 2 EACH 1 CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 3003, CASE C 2 EACH CONSTRUCT DRY WELL (FOR WQMP PURPOSES) 2 EACH 1 REMOVE EXISTING POWER POLE AND UNDERGROUND OVERHEAD LINE (BY OTHERS) 1 EACH 1 RELOCATE EXISTING MAIL BOX 1 EACH CONSTRUCT REDWOOD HEADER 91 L. F 1 CONSTRUCT 6' WIDE SIDEWALK PER CITY STANDARD STD. NO. 1000 3, 746 S.F. BASIS OF BEARINGS IS THE CENTERLINE OF CURTIS AVENUE AVENUE BEING NORTH 00`08' 14" EAST PER MB 300193-98 MCN 14-028, DRP 18-025, TTM14-002EX