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Home My WebLink About3044-1CITY OF FONTANA GENERAL NOTES FOR STORK DRAIN IMPROVEMENT PLANS 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 CONFUCT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN 800I( THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFUCT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5. 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 OMITS. CALL (909) 350-7610. 6. 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. 7. IT SHALL BE THE RESPOlFNS181UTY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS, OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 8. 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. 9. 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. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION; HOWEVER, IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTIUTIES, 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. 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCL."G, 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. 13. 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. 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN 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 MONIUWNTS 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 RESITS 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. 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 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. 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. 23. 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 MNPROVEMENTS. 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO MATCH EXISTING CONCRETE. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACIUTIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 27. IF EXISTING UTILITIES OR ANY OTHER FACWTIES CONFUCT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY OF FONTANA GENERAL NOTES (CONTOD) 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. ALL MANHOLES, CLEANOUT FRAMES, COVERS, AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. X1_0 15 OF ITY `'• GPS _ZfONTANA c�- SUMMIT AVE. SUMMIT AVE. e F� i C A S PROJECT SITE o: o: UJLAKES c=i w PKWY p!1m< Jv HIGHLAND AVE. COUNTY OF SAN BERNARDINO VICINITY MAP Wm PRIVATE ENGINEER"S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOU) THE AGENCY AND THE ENGINEER HARMLESS FROM ANY AND ALL UABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR UABIUTY ARISING FROM THE SOLE NEGUGENCE OF THE AGENCY OR THE ENGINEER. �• • , MI ' '^ • y J THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING U71UTIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR UABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." BASIS OF BEARINGS: The basis of bearings for this drawing is the line between the NW Cor. Sec. 25, R6W, T1N (Pt. 61) and the Northerly quarter car. of said Sec. 25 (pt 84).Said bearing is N 89.44'05" E as shown on RS 30/58-60. BENCH NARK: The Bench Mark for this project is Caltrans BM #8-17. It is described as a Bross Cop in the concrete base of the South leg of an SCE tower 343' North of Highland, 0.2 mi WeST of Son Sevaine Rd., 2.65 mi WeST of Sierra Ave. Elevation is 1428.609 feet. CITY OF FONTANA STORM DRAIN IMPROVEMENT PLANS TV, #J i 1 TRACT R10. 15843 • • • TRACT 16841 ■ ,.�, AVBAE �� ` ■■�iii■■ilii 10 _ CHELLE ST. ' I #13D vI I ■ � IZ � �U� f I ■ I I 13B #13c f JEANEITE DR. I � MI # 23A TRACT 11 f #23B f JOCELYN WY. I I ISABEL LANE f -� (� \ I I , (- �, ■ If fI 1'- r I I f I II I1 24 �1 ISI f l I I l BRIA NNE LANE) I DULCINEA 148- / #12C z I3 N 2B • mmmm-r OWN 3 88FIRA LAKES PAFIICWAY t 2ALi . &m fir------ I. • CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA 8353 SIERRA AVE FONTANA, CA 92335 ATTN: CARLOS NAVARRO (909) 350-6632 SOUTHERN CAUFORNIA GAS COMPANY P.O. BOX 3003, SC8031 REDLANDS, CA 92373-0306 ATTN: RICKEY REYES (909) 335-7508 (909) 335 7527 (FAX) EMERGENCIES: (800) 427-2200 PACIFIC BELL COMPANY GENERAL TELEPHONE COMPANY SOUTHERN CAUFORNIA EDISON COMPANY 3939 E CORONADO ST 1400 E PHILLIPS BLVD 7951 REDWOOD AVE ANAHEIM, CA 92807 ONTARIO, CA 91766 FONTANA, CA 92335 (714) 666-5500 (800) 422-4133 ATTN: JAIME AMESZCULA ATTN: LARRY SIGNAIGO ATTN: STEVE HOOK (909) 357-6581 12 EA 5 (909) 820-5598 UNDERGROUND COMCAST (CABLE TV) FONTANA WATER COMPANY (909) 820-5137 TRANSMISSIONS 1205 DUPONT AVE 8440 NUEVO AVE (213) 637-1233 PIPELINES ONTARIO, CA 91761 FONTANA, CA 92335 (909) 357 - DISTRIBUTION (909) 390-4777 x3055 (909) 822-2201 (800) 422-44133133 ATTN: JACK HAYES (909) 823-5046 FAX MH MANHOLE ATTN: AL KROHN (1-4-80-.0-11 PAD ELEVATION REV REVtM DESCRIPTION WE M. 01Y DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT L, RCo 2 0 35m NCS 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. /QRpFESS/p�,_\ r Z No. 31681 Z � * Exp. 12/31/04 * CI VIS- \F or CALF / STORM DRAIN CONSTRUCTION NOTES & QUANTITIES nu I OMM11ON Nm. 1 CONSTRUCT 30" DIA RCP, D -LOAD PER PROFILE. 1016 LF 2 CONSTRUCT 18" DIA RCP, D -LOAD PER PROFILE. 74 LF 3 CONSTRUCT TRANSITION STRUCTURE PER APWA STD 322-1.* 1 EA 4 CONSTRUCT CATCH BASIN PER STREET IMPROVEMENT PLAN. 12 EA 5 CONSTRUCT JUNCTION STRUCTURE -PIPE TO PIPE PER APWA STD 331-2.* 3 EA 6 CONSTRUCT MANHOLE -PIPE TO PIPE PER APWA STD 321-1.* 2 EA 7 CONSTRUCT 24" DIA. RCP, D -LOAD PER PROFILE 241 LF * SEE SHEETS 5 & 6 FOR DETAILS. R CE)9'0 . DV.AU I rJ G r� Q�pFEBS/p,� pgtHUR �Fyc No. 31681 1W o2�a� L� NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE 2. TRENCH DEPTHS OF GREATER THEN 5' SHALL HAVE ADEQUATE SHORING. 3. CLASS II AGG. BASE ALL TRENCHES LESS THAN 100' IN LENGTH. 3/4.1 SLOPE OR GREATER OR ADEQUATE SHORING 90% COMPACTED NATIVE BACKFILL 3" MAX SIZE 0 STORM DRAIN -/ 0.6'D' GRANULAR BEDDING FROM SELECTED TRENCHSIDE MATERIAL FOR TRENCH _ DEPTH GREATER THAN 10'. USE 1/2"CRUSHED ROCK. NOTE: COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABIUTY SHALL CONFORM TO CAL -OSHA REQUIREMENTS. r MAX J W m 0 • m GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (1" MAX SIZE) TRENCH BEDDING DETAIL ❑❑ ❑� r�eman, Inc. ❑❑A Civil Engineering • Planning • Surveying • Public Works A WN BY: 1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777 MADS/RNM PREPARED UNDER THE SUPERVISION OF: BY- <,/07(o Y- </07 /O 2 MADS/GMC ( � HAROLD A. GARCELON R.C.E. 31681 DATE: '_ CED _RLBY:B ( i MR LEGEND A AT BC BEGINNING OF CURVE CB CATCH BASIN CL CENTERUNE DIA DIAMETER EC END OF CURVE ESMT EASEMENT EX EXISTING FG FINISHED GROUND ELEVATION FL FLOW UNE ELEVATION FS FINISHED SURFACE ELEVATION GB GRADE BREAK H HEIGHT (ADDITIONAL OPENING) INV INVERT JS JUNCTION STRUCTURE LAT LATERAL LF LINEAL FEET LT LEFT MH MANHOLE NOT TO SCALE (1-4-80-.0-11 PAD ELEVATION C� POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE RCP REINFORCED CONCRETE PIPE RT RIGHT S SEWER SD STORM DRAIN SHT SHEET ST STREET 10+00 STREET STATION STD STANDARD TC TOP OF CURB TS TRANSITION JUNCTION STRUCTURE W WATER ' • • 6, /1'3 /oZ 3 M co N 0 0 0 d y o� Li p 10 v � � T ALL- Q o � a AS SHOWN ;' LO co 12-4-01 __C" IG NO.:co 41 /N 3044 C� 8CD ..�