Loading...
HomeMy WebLinkAbout2690A-1ENGINEER. - 11. NO CONCRETE SHALL, BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND " APPROVED.. 12. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY A SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS. ' TRENCHES LESS THAT FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 13. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE "STANDARD SPECIFICATIONS'; SECTION 306-1.1.6. 14. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITYS INSPECTOR. 15. THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST =SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED MEANS. 16. THE SOILS ENGINEER -SHALL CERTIFY ALL BACKFILL COMPACTION AT INTERVALS REQUIRED BY THE INSPECTOR: FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL CITY OF FONTANA GENERAL NOTES PRIVATE ENGINEER'S NOTICE TO CONTRACTORS Q RECORD DRAWING A FOR THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE CITY OF STORM_ DRAIN IMPROVEMENT PLANS RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ALL MATERIALS AND METHODS ARE SUBJECT THE THE APPROVAL OF THE W=10',V=3.5', DETAIL "B" CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS COMMENCING CONSTRUCTION. CITY ENGINEER. _ AND PR❑PERTYi THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY MAP W=21',V=3.5', DETAIL "A" AND NOT BE LIMITED TO NORMAL WORKING HOURSI AND THAT THE 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ADEQUATE CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, BARRICADES, DELINEATORS OR, OTHER TRAFFIC CONTROL DEVICES AT ALL -� SPECIFICATIONS :FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK LATEST IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, facilities can be readily seen and verifled by the p that EDITION). - EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE O8 Wend to use same. OWNER OR THE ENGINEER. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA SP 204 . �c 19. ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY UNDERGROUND UTILITIES & STRUCTURES SEWER LIMITS. INSPECTION -COORDINATION SHALL BE REQUESTED AT LEAST TWO UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE BC WORKING DAYS PRIOR TO THE START OF ANY WORK. CALL (909) 350-7610 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES ENTERING OR A PERMIT SHALL ALSO 66 REQUIRED FROM S.B.C.FC.D. STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANTS OR WATER AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 20. MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE NOTICE TO CONTRACTOR: WATER COMPANY FOR VALVE OPERATIONS AND WATER REQUIREMENTS. CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTI❑NARY MEASURES TO MAY INFACT BE EXISTING AT THE TIME OF THIS CONSTRUCTION. THE CONTRACTOR SHALL PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTI❑N 4. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OF AND ANY DAMAGE TO, THESE LINES OR STRUCTURES. 21. OTHERWISE NOTED. 'CAUTION 5. ALL UNDERGROUND WORK SHALL BE COMPLETED, TESTED AND APPROVED THE ENGINEER PREPARING THESE PLANS WILL NOT BE SOUTHERN CALIFORNIA EDISON CO. PRIOR TO PAVING OF STREETS. RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF APPROVAL OF CONNECTIONS TO EXISTING -FACILITIES DOES NOT IMPLY 300 N. PEPPER AVE. THESE PLANS. ALL REQUESTED CHANGES T❑ THE PLANS MUST BE IN WRITING 6. THE LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. ANAHEIM, CA. 92807 AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF UNDERGROUND: (909) 357-6233 THE CONTRACTOR TO DETERMINE- THE TRUE LOCATION AND ELEVATION IN THE 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE FIELD OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO ATTN: DELIA LERMA AVOID DAMAGE THERETO. CONTRACTOR' SHALL CONTACT UNDERGROUND PIPELINES: (213) 657-1233 SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 800-422-4133. WATERING, DURING EXCAVATION AND GRADING. 7. ALL MANHOLES, CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED SIX INCHES BELOW FINISHED GRADE AND SHALL BE -RAISED TO GRADE BY THE SEW 23. PAVING CONTRACTOR UPON COMPLETION OF PAVING. 8. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE GASCITY DETAIL NO. 129. 9. THE-CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY 8353 SIERRA AVE. 24. COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, 1981 LUGONIA AVE. REDLANDS, CA 92374 92335 ( (909) 350-6632 909) LIGHTING, CABLE TELEVISION, • LANDSCAPING, LANDSCAPE IRRIGATION, TO BE USED FOR SETTING MANHOLE RINGS. _ (909) 335-7744 DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, AND FLOOD CONTROL. A ATTN: CARLOS NAVARRO 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. NO CONCRETE SHALL, BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND " APPROVED.. 12. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY A SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS. ' TRENCHES LESS THAT FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 13. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE "STANDARD SPECIFICATIONS'; SECTION 306-1.1.6. 14. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITYS INSPECTOR. 15. THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST =SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED MEANS. 16. THE SOILS ENGINEER -SHALL CERTIFY ALL BACKFILL COMPACTION AT INTERVALS REQUIRED BY THE INSPECTOR: FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL CETY OF FOMTAMA STORM DRAIN PLANS FOR TRACT 15959 TRACT 15959 t------. w - - E LINE IVE.,7 / / / / iL T LOT A J i erg -` f 40 I I A to in CA M \�, !e o, 2 36 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES THE SPECIFIED DENSITY IS OBTAINED. • EA Q RECORD DRAWING CONCERNED WITH :THE RELOCATION OF FACILITIES LOCATED WITHIN THE AREA �c CITY OF FONTANA 17. ALL MATERIALS AND METHODS ARE SUBJECT THE THE APPROVAL OF THE W=10',V=3.5', DETAIL "B" The inforr ation on this drMngis dA3M Wn C#M @W COMMENCING CONSTRUCTION. CITY ENGINEER. _ VICINITY MAP W=21',V=3.5', DETAIL "A" EA 1205 DUPONT AVE. NTS 18. ADEQUATE CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE ONTARIO, CA. 91761 underground facility locations ordepictlons, All eb®U@ r � @�d BARRICADES, DELINEATORS OR, OTHER TRAFFIC CONTROL DEVICES AT ALL -� THE CONTRACTOR TO'CONSTRUCT THE WORK TO THE PLAN GRADES. THE (909) 390-4738 facilities can be readily seen and verifled by the p that TIMES. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF O8 Wend to use same. STD. SP 101-1,-2,&-3 �c BENCHMARKS AND CONTROL STAKING DURING CONSTRUCTION. CONSTRUCT UNDERGROUND UTILITY MARKER PER SBCFCD STD SP 204 . �c 19. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITHCES, AND SWALES FROM S SEWER CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE BC BASIS OF BEARINGS ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES ENTERING OR GB GRADE BREAK CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. LEAVING IMPROVEMENTS. UTILITY PURVEYORS: 20. NO MATERIAL OR EQOIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF POINT OF REVERSE CURVE NOTICE TO CONTRACTOR: OF BASELINE AVENUE BEING N89'58'41"W AS SHOWN ON RECORD WAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. MAY INFACT BE EXISTING AT THE TIME OF THIS CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IF ANY "FUTURE OR PROPOSED" UTILITY HAS BEEN ELECTRIC TELEPHONE 21. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL- EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL APPROVAL OF CONNECTIONS TO EXISTING -FACILITIES DOES NOT IMPLY 300 N. PEPPER AVE. 4025 LA PALMA STREET CORRECTNESS OF, ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. RIALTO, CA. 92376 ANAHEIM, CA. 92807 UNDERGROUND: (909) 357-6233 (714) 237-6146 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE TRANSMISSIONS: (909) 875-5100 ATTN: DELIA LERMA MEANS OF DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE PIPELINES: (213) 657-1233 WATERING, DURING EXCAVATION AND GRADING. DISTRIBUTION: (909) 357-6233 SEW 23. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION ANDS PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE GASCITY OF FONTANA PLANS OR NOT. A SOUTHERN CALIFORNIA GAS CO. 8353 SIERRA AVE. 24. RIM ELEVATIONS SHOWN ON, PLANS ARE APPROXIMATE ONLY AND ARE NOT 1981 LUGONIA AVE. REDLANDS, CA 92374 92335 ( (909) 350-6632 909) TO BE USED FOR SETTING MANHOLE RINGS. _ (909) 335-7744 ATTN: CARLOS NAVARRO CETY OF FOMTAMA STORM DRAIN PLANS FOR TRACT 15959 TRACT 15959 t------. w - - E LINE IVE.,7 / / / / iL T LOT A J i erg -` f 40 I I A to in CA M \�, !e o, 2 36 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES EMERGENCIES: (800) 427-2200 EA Q RECORD DRAWING CONCERNED WITH :THE RELOCATION OF FACILITIES LOCATED WITHIN THE AREA �c CABLE CO. CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. DETAIL TO BE IMPROVED AND INTERFERING. WITH CONSTRUCTION _PRIOR TO 1 W=10',V=3.5', DETAIL "B" The inforr ation on this drMngis dA3M Wn C#M @W COMMENCING CONSTRUCTION. WATER COMCAST CABLE must be verified in the field by imyo IA pftr f0 1� 0 � W=21',V=3.5', DETAIL "A" EA 1205 DUPONT AVE. construction. HALL &FOREMAN, INC. Is no respains f 26. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CUCAMONGA COUNTY WATER DISTRICT ONTARIO, CA. 91761 underground facility locations ordepictlons, All eb®U@ r � @�d BARRICADES, DELINEATORS OR, OTHER TRAFFIC CONTROL DEVICES AT ALL -� 9641 SAN BERNARD,NO ROAD (909) 390-4738 facilities can be readily seen and verifled by the p that TIMES. RANCHO CUCAMONGA, CA. 91730 O8 Wend to use same. STD. SP 101-1,-2,&-3 �c (909) 483-7440 CONSTRUCT UNDERGROUND UTILITY MARKER PER SBCFCD STD SP 204 . �c 27. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS AWCUT,REMOVE & REPLACE EXISTING PAVEMENT PER FONTANA STD.131 S SEWER CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE SEE DETAIL ON SHEET NO.3 * BC BASIS OF BEARINGS ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS END OF CURVE GB GRADE BREAK CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. CATCH BASIN INV THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE PRC POINT OF REVERSE CURVE NOTICE TO CONTRACTOR: OF BASELINE AVENUE BEING N89'58'41"W AS SHOWN ON RECORD UTILITIES SHOWN HEREON AS "PROPOSED" MAY INFACT BE EXISTING AT THE TIME OF THIS CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IF ANY "FUTURE OR Underground Service- Alert P,yeV-F0oe r°Go Call: TOLL FREE 1-800 -422--4133 " TWO WORKING DAYS BEFORE YOU DIG OF SURVEY 88/78-83. - � A t , lCO�'d DMWih D• i� ~ Re �-Oa T� / O% BENCH MARK No. 372 TOP REINFORCING ROD IN FLOOD CONTROL RETAINING WALL SW COR. BANANA & FOOTHILL # 67-5. ELEVATION 1214.17 REVISIONS APPROVAL I DATE I APPROVAL I DATE 0 Ira ti OV I STORM DRAIN CONSTRUCTION NOTES & QUANTITIES: ITEM I DESCRIPTION O1 CONSTRUCT 24" DIA. R.C.P., D -LOAD PER PROFILE EA 2O CONSTRUCT MANHOLE -PIPE TO PIPE PER APWA STD. #321-1 �c O3 CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. DETAIL 121 1 W=10',V=3.5', DETAIL "B" EA 1 W=14',V=6.35', DETAIL "B" EA 1 W=21',V=3.5', DETAIL "A" EA 4O REMOVE EXISTING MANHOLE AND 30" R.C.P. EA 5O ABANDON EXISTNG 30" STORM DRAIN EA © BREAK INTO EXIST. CHANNEL WALL PER S.B. CNTY. STD. #S.P. 187 A �k O7 CONSTRUCT PIPE CLOSURE PER DETAIL HEREON LF O8 CONSTRUCT OUTLET PROTECTION BARRIER NO. 1 PER SBCFCD STD. SP 101-1,-2,&-3 �c g CONSTRUCT UNDERGROUND UTILITY MARKER PER SBCFCD STD SP 204 . �c SD AWCUT,REMOVE & REPLACE EXISTING PAVEMENT PER FONTANA STD.131 S SEWER (� SEE DETAIL ON SHEET NO.3 * BC i� 3 TRACT 15959 15959-1 QUANTITY QUANTITY UNIT 201 - LF 1 1 - I LF 1 - EA 1 - EA 1 - EA 1 - EA 1 - EA 1 - EA 1 - EA 1 - EA 1 - EA 20 - LF 3" MAX. SIZE NATIVE ' SOIL, COMPACTED 9590 it 6" MIN. 6" MIN. it 10" MAX. _ _ 10" MAX. 6" MAX. SIZE NATIVE tt - SOIL, COMPACTED 90% tt • t - E 1" MAX. SIZE SELECTED " ° a ° - " NATIVE BEDDING COMPACTED SCALE: 1 =125 TO 90% . - Z 1� SECOND DRILL 6" INTO EXIST 30" RCP/CHANNEL GROUT IN 94 BARS PROPOSED RCP STORM DRAIN / 6" O.C. BOTH WAYS I EXIST 30" RCP 8" FIRST BRICK & MORTAR PLUG NEAR PIPE OUTLET 6" AND AT POINT OF REMOVAL TYP THIRD GUNITE TO - - - CHANNEL FACE ----� LAST SLURRY SEAL EXIST CHANNEL FACE � PIPE FULL WITH ONE SACK CONCRETE MIX SECTION A -A Q ?�pF ESS/0,1, o �� L PIPE CLOSURE DETAILQ� B°`� NO. NTS � X024573 {x Exp. 12-31- OS J X CMI_ / aTF �.^ c ��, ►Yj TYPICAL BEDDING FOR RCP STORM DRAIN NTS LEGEND: ESMT EASEMENT TC TOP OF CURB ELEVATiON FS FINISHED SURFACE ELEVATION FL FLOW LINE ELEVATION FG FINISHED GROUND ELEVATION -- DAYLIGHT LINE TRACT BOUNDARY / PROPERTY LINE 1% DIRECTION OF FLOW AND GRADE RATE ----R---- RIDGE LINE INDICATES PROPOSED SLOPE ® INDICATES RETAINING WALL 80 PROPOSED FINISHED GRADE CONTOUR (80) EXISTING CONTOUR NTS NOT TO SCALE PHASE LINE MH MANHOLE JS JUNCTION STRUCTURE TS TRANSITION JUNCTION STRUCTURE LAT LATERAL SD STORM DRAIN S SEWER W WATER BC BEGINNING OF CURVE EC END OF CURVE GB GRADE BREAK CB CATCH BASIN INV INVERT PRC POINT OF REVERSE CURVE NOTICE TO CONTRACTOR: UTILITIES SHOWN HEREON AS "PROPOSED" MAY INFACT BE EXISTING AT THE TIME OF THIS CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IF ANY "FUTURE OR PROPOSED" UTILITY HAS BEEN CONSTRUCTED. Oq?,0FELS/p�,q EIDEI� (1) � Inc. DRAWN BY 60�� a E.O. A Civil Engineering • Planning • Surveying - Public Works DESIGNED BY Li Exp..12/31/01 � 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 • (909) 982-7777 CHEC ED BY * / * PREPARED UNDER THE SUPERVISION OF: A.G. & R.B. `r7 Clvl\� JOB NO. OF CAL\F0� i �.r �- (�_,14_99 5195 RICHARD L - BOWMAN R.C.E. 24573 DATE: 40' 01 40' 80' 120' GRAPHIC SCALE: 1"-40' CITY OF FONTANA, CALIFORNIA STORM DRAIN PLANS SCALE: TITLE SHEET HORIZ: AS NOTED VERT: AS NOTED FOR TRACT NO. 15959 DA�12/03/98 R. N0. SHT. N0. 1PP OVED CITY ENGINEER R.C.E. 251P6 2690-A 1 OF $ O i �o LOV) N ori a �w rnQ rn� 1rn ii O =