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HomeMy WebLinkAbout3676-1GENERAL 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 ENIGNEER 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 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. 2,3. 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, 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. 37. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCESS TO RESIDENCE 0 G AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT ALL PRIVATE PROPERTY AND COORDINATE ANY NECESSARY WORK WITH PRIVATE RESIDENCE IN ACCORDANCE WITH SECTION 7 OF THE STANDARD SPECIFICATIONS FOR PUBLIC iC WORKS CONSTRUCTION. N,'�r CITY OF FONTANA STREET IMPROVEMENT PLANS TRACT No. 16600 /NT R� BETE /ON h* BA6 N j KA THER/NE STREET FLOW r J Lid Q, Q) L mg, 74194-98 i SHT 3 CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. ATTN: BRIAN WREN ATTN: NORMA GUILLOT 8353 SIERRA AVENUE 1265 N. VAN BUREN STREET FONTANA, CA 92335 SUITE 180 (909) 350-6632 ANAHEIM, CA 92807 SO. CALIFORNIA GAS COMPANY (714) 666-5401 ATTN: GREG GASPAR COMCAST (CABLE TV) 16231 VALLEY BLVD. ATTN: JACK HAYES 1205 FONTANA, CA. 92335 DUPONT AVENUE ONTARIO, CA. (909) 428-8411 91751 EMERGENCIES: (800) 427-2200 (909) 390-4738 50. CALIFORNIA EDISON COMPANY VERIZON 7951 REDWOOD AVE. ATTN: STEVE HOCK FONTANA, CA. 92335 1400 E. PHILLIPS BLVD. (909) 820-5598 - UNDERGROUND POMONA, CA. 91766 (909) 875-5100 - TRANSMISSIONS (909) 469-6327 (213) 637-1233 - PIPELINES (909) 357-6233 - DISTRIBUTION FONTANA WATER COMPANY ATTN: MICHAEL J.McGRAW CRAWFORD CANYON MUTUAL WATER CO. 8440 NUEVO AVENUE ATTN: BASIL J. FABRIZIO FONTANA, CA 92335 (909) 463-9580 (909) 822-2201 FAX: UNDERGROUND SERVICE ALERT (909) 823-5046 (800) 422-4133 WEST SAN BERNARDINO WATER CO. ATTN. LON TSAI 855 W. BASELINE ROAD RIALTO, CA 92377 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 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. 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. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. LEGEND A. C. ASPHALTIC CONCRETE P. C. C. PORTLAND CEMENT CONCRETE B. C. BEGIN CURVE (R) RIDGE LINE B. V. C. BEG. VERTICAL CURVE R/W RIGHT OF WAY B. W. BACK SIDEWALK TAN TANGENT .Z6 1 27 PO' TIO>V rr RM LOT 777, SHT 3 SEA6-TROP]tt, LAW IUVD WA -rf CO .S'UBW r � MB, V12 i I II IN 11 r Q 7- 28 I ?UNTIO.N f AF34 iO J 1b4, I 7`POPIC I 6!WA 7 -ER r SUBS ��1 i INDEX MAP 1 SCALE 1 =80 R/W 12' 6" 11 5' 1 6.5' 29 ©CONC. SIDEWALK CONC. CURB O & GUTTER R/W 14' 2.5' 5' 6.5' CONC. } © SIDEWALK < CONC. CURB --'l O & GUTTER WEST R/W 12' 6"1 I 6' 1 5.5' 1 6.5' 29 CB CATCH BASIN TC. TOP OF CURB (36 PROP. CONC.-I a" C.L. CENTERLINE 2�CONSTRUCT 6" CF CURB & GUTTER PER CITY STD. PLAN NO. 1003. SIDEWALK E. C. END CURVE W WIDTH (3 -CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105 E. P. EDGE PAVEMENT V VERTICAL DEPTH PROP. CONC. CURB 0& GUTTER E.G. EDGE GRADE (590.77) INDICATES EXISTING ELEVATION SF CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005. 700 59077 /A ICA TES PROPOSED ELEVATION 2.507.-,3.15%- L. V. C. END VERTICAL CURVE F.L. FLOW LINE F. S. FINISH SURFACE INDICATES SLOPE 2:1 MAX G.B. GRADE BREAK 0 AC PAVEMENT H.P. HIGH POINT 0 REMOVAL INV. INVERT 0 GRIND 0. C. ON CENTER EDGE OF PAVEMENT 0 0 64' 20' CL LEVEL LINE 2% R/W 20' 12' 0 6.5' 1 5' 6" AC PAVEMENTO o 27. 11, I 2% 64' R/W TYPICAL SECTION KA THERINE STREET NOT TO SCALE T. /. =5.5 64' 18' CL o LEVEL LINE 2% CONC. SIDEWALK CONC. CURB & GUTTER O R/W 18' 14' 0 6.5' 1 5' 1 2.5' AC PAVEMENTO o I 2% .....I 2% -L 64' R/W TYPICAL SECTION TOKA Y AVENUE NOT TO SCALE T.I. =5.5 J4' CL 27.5' EXIST. PCC C&G `J 1 � LEVEL LINE 32' EXIST AC PAVEMENT 1 ' SAWCUT 2.49%-3.21% TYPICAL SECTION CITRUS A VENUE NOT TO SCALE T.I. =9 6 CONC. SIDEWALK© CONC. CURB r,., GUTTER O EAST R/W 12' 2% -� EXIST. CONC SIDEWALK ZEXIST CONC. CURB & GUTTER O 0o II w J Q U CERES AV > �I Q - amafN i af U I{ MERRILL AV -- 00 J,< <V)Q Q � U U Y i i i 0 111 1 1. HIBISCUS ST -� ATHOL ST m -laI ; VICINITY MAP NTS CONSTRUCTION NOTES: QUANTITIES: CONSTRUCT 4" AC PAVEMENT (MIN) OVER 12" COMPACTED 959' 44310 SF NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32). 2�CONSTRUCT 6" CF CURB & GUTTER PER CITY STD. PLAN NO. 1003. 2,248 LF CONSTRUCT 8" CF CURB & GUTTER PER CITY STD. PLAN NO. 1003. 270 LF (3 -CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105 1,241 SF MODIFIED TO 10' WIDE. CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. 2 EA 6�CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015. 11, 300 SF CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005. 700 SF W = 16' UNLESS NOTED ON PLAN. (�)-1NSTALL STREET LIGHT 5800 LUMEN (70 WATT; SCE#17) PER CITY STD. PLAN NO. 1016. 5 EA INSTALL STREET NAME SIGN PER CITY STD. NO. 139. 2 EA 10 INSTALL R1 STOP SIGN WITH LIMIT LINE & "STOP" LEGEND. 1 EA 11 ADJUST MANHOLE RIM TO GRADE PER CITY STD. PLAN 109. 4 EA 12 ADJUST GATE VALVE BOX TO GRADE PER CITY STD. 130. 6 EA QY-SAWCUT & REMOVE EXISTING A.C. PAVEMENT OR P.C.C. SIDEWALK. 1160 SF 14 SAWCUT & REMOVE EXISTING P.C.C. CURB & GUTTER. 380 LF 15 RELOCATE FIRE HYDRANT BY OTHERS. 1 EA 16 RELOCATE WATER METER BY OTHERS. 1 EA O7 -CONSTRUCT 6 1/2" AC PAVEMENT (MIN) OVER 12" COMPACTED 957 1,540 SF NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32). 18 INSTALL STREET LIGHT 9500 LUMEN (100 WATT; SCE#10) PER CITY STD. PIAN NO. 1016. 1 EA 19 CONSTRUCT PARKWAY DRAIN MODIFIED A.P. W.A. STD. 151-1 PER PLAN SHT 4. 719.J LF &_-INSTALL 12" DIAMETER D.I.P. (CLASS 350). 647 LF (&-CONSTRUCT HEADWALL MODIFIED S.B. COUNTY R.D. STD. 209. (SEE SECTIONS 4C -4C & 4E -4E, SHT 4) 1 EA CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION PER APWA STD. 1 EA PLANS 300-2 & 313-1 (CASE A). JOIN 4X4' BOX DRAIN USING APWA STD. 314-2. CONSTRUCT 4 -BARREL (EACH BARREL 4' WIDE, 0.5' HIGH) BOX DRAIN, USE 1 EA USE L.A. C. D. P. W. STD PLAN 3053-0. CONSTRUCT 12" GROUTED ROCK RIP -RAP. 640 SF CONSTRUCT CLEAN-OUT &OUTLET BASIN PER DETAIL 4B.e 1 EA RECORD DRAVv f i 3R No. s37�=V THESE RECORD DRAWINGS HAVE BFEN �-,•_ ^;!, �, ,`- PART. ON THE BASIS OF INFORMAPON CCaI P FURNISHED BY OTHERS. THE ENGINEER Wfi RESPONSIBLE FOR ANY ERRORS OR OIWs& "t NMCH l� CRM HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS - \ A RESULT THEREOF, I•\7' ln_17RR\ctr atc\CTn1 rluin A/19/900S'1-9Q-91 PM Wanriall Wanriall