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HomeMy WebLinkAbout2965-1GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS. THE CITY OF FONTANA STANDARD PLANS. THE CONTRACT PRONISK*6 AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LA EDITION UNLESS OTHERWISE NOTED. 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 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. S. ALL MANHOLES. CLEANOUT FRAMES. COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 9. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALLUTILITY 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 COMPARES 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. 12. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT 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 SOL 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. 18. NO TRENCH BACKFILL SHILL 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 BARRIC,IADES, 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 SWILL 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 CML 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 SOLS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 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 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. 2 - INCLUDING INCLUDING ADEQUATE WATERING. AT ALL TIMES. 33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE 'WJA.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. 37. CONTRACTOR SWILL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. A.C. ASPHALTIC CONCRETE P.C.C. PORTLAND CEMENT CONCRETE B.C. BEGIN CURVE (R) RIDGE LINE B.V.C. BEG. VERTICAL CURVE B.W./W RIGHT OF WAY B.W.BACK SIDEWALK C.B. CATCH BASIN TAN. TANGENT C.L. CENTERLINE T.C. TOP OF CURB E.C. END CURVE W WIDTH CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. ATM: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E.CORONADO STREET FONTANA. CA 92335 ANAHEIM. CA 92807 (909) 350-6632 (714) 666-5467 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) ATTN: GREG GASPAR ATTN: JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA. CA. 92335 ONTARIO. CA. 91761 (9909) 428-8411 (909) 390-4738 EMERGENCIES: (800) 427-2200 GENERAL TELEPHONE COMPANY SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. FONTANA. CA. 92335 ONTARIO, CA. 91766 909 820-5598 - UNDERGROUND (800) 422-4133 909 875-5100 - TRANSMISSIONS 213 637-1233 - PIPELINES FONTANA WATER COMPANY 909 357-6233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW 800 422-4133 8440 NUEVO AVENUE FONTANA. CA 92335 CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 ATTN: BILL VANDERKIEFT. JR. FAX: (909) 823-5046 (619) 868-6040 UNDERGROUND SERVICE ALERT (800) 227-2600 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 Al 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. E.P. EDGE PAVEMENT CONSTRUCTION NOTES QUANTITIES 4 Tciq If O E.G. CONSTRUCT 6 1 /2" AC PAVEMENT (MIN.) OVER 12" COMPACTED 81,067 SF O O NATIVE MATERIAL (SEE GENERAL NOTES 27 & 28 ) O2 F.L. CONSTRUCT" J4' 1 /2" MIN. AC PAVEMENT OVER 12" COMPACTED 2,851 INDICATES PROPOSED ELEVATION F.S. G.B. NATIVE MATERIAL (SEE GENERAL NOTES 27 & 28) - INDICATES SLOPE > 4 : 1 0 O3 CONSTRUCT 1" MINIMUM AC OVERLAY 22, ,500 ; SF O4 INV. CONSTRUCT 8"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003 2,600 LF s BEFORE DAYS BEFORE O.C. CONSTRUCT 8"CF CURB ONLY PER CITY STD. PLAN NO. 1003 2,208 LF © CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105 3,502 SF WIDTH MODIFIED TO 8' WIDE & 10' WIDE SEE PLAN. TOLL FREE =800-227-2600 Q CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006 8 EA ® CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 21,614 SF O CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. 1 EA PLAN NO. 300-1. (W=PER PLAN) 10 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 121 1 EA WIDTH PER PLAN. 11 CONSTRUCT P.C.C. BUS BAY PER CITY STD. PLAN NO. 1014 1,265 SF 12 INSTALL BARRICADE PER CITY STD. PLAN NO. 118 40 LF 13 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE. 8 EA 14 INSTALL 2-4" SCHEDULE 40 PVC PIPE SLEEVES FOR IRRIGATION WATER 204 LF LINE & CONTROL WIRES, WITH MAGNATIC TAPE 5' PAST CURB FACE 15 INSTALL STREET LIGHT 22,000 LUMEN PER CITY STD PLAN 11 EA NO. 1016 (200 WATTS SCE #20) 16 SAWCUT AND REMOVE EXISTING AC PAVEMENT 10,350 SF 17 REMOVE/RELOCATE EXISTING POWER POLE 8 EA 18 y, . K,. REMOVE AND DISPOSE OF EXISTING 24" CMP 85 EA AI Iq 1A r�/VEWAY PEic C Y SW-PCAJV N6.102 -A. W= COAJ6rRUcr COMMfr_CL Se _q :S9WCUT E 2EiY/OI/E �,r. CEG S/I�E/�/.4GKAC ANO4 CONC.✓ 4,Z5 .5f- 21 CONSTRUCT ORIWY A1301eOACH 1`E2 CITY,57-0- IVO. /DOSA. .�.-- 6,3 6,; 5F . 22 10R07_ -C7 /N PKACE E.P. EDGE PAVEMENT V VERTICAL DEPTH 4 Tciq If O E.G. EDGE GRADE (590.77) INDICATES EXISTING ELEVATION E.V.C. END VERTICAL CURVE F.L. FLOW LINE 590.77 INDICATES PROPOSED ELEVATION F.S. G.B. FINISH SURFACE GRADE BREAK - INDICATES SLOPE > 4 : 1 0 H.P. HIGH POINT AC PAVEMENT DIAL TWO WORKING INV. INVERT ® REMOVAL BEFORE DAYS BEFORE O.C. ON CENTER YOU DIG YOU DIG ® GRIND TOLL FREE =800-227-2600 ® OVERLAY A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �v R VIED 'I r4; (14Q� RjyC Fy C66388z lLLI i 1 �7*EX� * J ! ti REV. REVISION DESCRIPTION DATE I ENGR. /-- ADDED DRIVEWAY 8 ?'A- 20f56 6SIM3 3 L Wi 2 DDD OS AND DRWYS FOR NOME .PM 16;71,Q I'µ0 H F� INDEX MAP Fm N'LY S'LY R/W R/W 10 54' 1 50' I I I 14' 40' 40' 10' I 5. 30' 10' 10' 30' 5' I I 51 5 0.5' 4' _ - 72' LEVEL LINE 1, - - - EXIST. A.C. _ 2 5� i 1. 2X ="•" 1 PROP. PROP. C&G PROP. C&G SIDEWALK PROP. MEDIAN PROP. CURB SIDEWALK SIERRA LAKES PARKWAY TYPICAL SECTION N.T.S. T.I. =10.0 N'LY S'LY R/W R/W 7 ' 36' I 36' 1 14' 22' 22' 14' I 5' S' 1 4' EXIST.1 12' GROUND _ L LINE 2:1 1 MAx. PROP FUTURE I C&G IMPROV. CURTIS AVENUE TYPICAL SECTION N.T.S. MADOLE AND ASSOCIATES, INC, T.L=6.5 ow -A S. Romer AWanlw Ontario, CA 91761 DAW SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 1.1145 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL Z• 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 VICINITY MAP N'LY S'LY R/W R/W VARIES 100' TO 115' 50' I VARIES 50' TO 65' f. 10' 40' VARIES 10' 1 10' VARIES 30' TO 40' 5' I 51 .96' 0.5' 1• _ EXIST. A_C_- ----lEvELLIdE___-- __ 11* 2 5'� Zx = - 1 � I PROP. PROP. C&G I PROP. C&G SIDEWALK PROP. MEDIAN PROP. CURB SIDEWALK SIERRA LAKES PARKWAY STA. 18+09.33 -STA. 1992.40 TYPICAL SECTION N.T.S. T.I.=10.0 N'LY S'LY R/W rY, R/W 127' 62' 65' 22' �• BUSBOY i 1 ' 10' 30' 10' . 58'_ 7' I 4, 8' 4' 6' 18'+ 0.5 2z fEXIST. A.C. i'-65 - 2% I 2X PROP. PROP. MEDIAN I PROP. C&G SIDEWALK CURB PROP. SIDEWALK, SIERRA LAKES PARKWAY STA. 21+12.33-21+34.40 TYPICAL SECTION N.T.S. T.I.=10.0 BENCH L4W' No. 615 OF BEAD RAILROAD SPIKE AT INTERSECTION FHEEARING OF N89'30'06"E ALONG OF CITRUS AVE. AND LOS CECROS o. LINE OF SEC. 30. T.1N.,R.5W., AVE., IN POWER POLE NO. 9011 E PER R.S. 58/5, WAS USED AS ON THE EAST SIDE 1 CITRUS AVE. IS OF BEARINGS FOR THIS SIERRA LA KES SPECIFIC PLAN EiPVATIOI�k 1467.59 Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA PREPARED IN THEOFFICE OF STREET IMPROVEMENT PLANS � c� MADOLE AND ASSOCIATES, INC. MW 04ACH STFM7 , SM W DRAWN BY: RANCHO CA MM TITLE SHEET Ste: No. 62183 N P„� �m 1�iil M.A. AS SHOWN Exp: 9-30-05 DESIGNED BY: SIERRA JES PARKWAY DATE I c C VENUE 1/14 02 �CA0E� E. Date : �-'% -v"y CHECKED BY: DRAWING NO.: i RcEXP 9- `- //4F/_Z_ 2965 TTY ENGINEER R.C.E. 51152 _ _ DATE 5 JA826-11801str9etS\stl .dwg, 01/1412002 05:29:01 PM, of