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HomeMy WebLinkAbout3799-1GENERAL NO TES 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 ENGINEER FOR RESOLUTION. J. 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 LIMITS 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 NDN -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 7. IT SHALL BE THE RESPONSIBILITY 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 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. 12. 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. 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 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 TOOT 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 nE'RRIS 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 IMPROVEMENTS. 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EX/STING 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 FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT 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. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOILS 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-BULIT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. - 34. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE A INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE fc=5, 000 psi FOR VELOCITIES EXCEEDING 20 FEET PER ' SECOND AND fc=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. DIAL :TWO WORKING 35. MINIMUM D -LOAD FOR ALL R.C.P. IS 1350. BEFORE ;"DAYS BEFORE YOU DIG = YOU DIG 36. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN TOLL FREE V-800-227-2600 PLACE ONE WEEK P 0 R lR TO IMPLEMENTING DETOURS. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY.OF FONTANA STORM DR -AIN IMPROVEMENT PLANS PA RKHOUSE DR/VE & PA -RKSIDE WA Y o. CATCH CAIN 6�1�' lie mowg) 0/4- W/ WIRE / �� �, UNE C4 o • / /GPS'_ . /P�. �, - _r --- :. a ,: • MbTi�cTI oto BIZ LLj91 / / T. T. M. No. 16870 1� pe R PA 9 ^ -C T. TM. No. 10873. a - l3 SOUTHERN CALIFORNIA EDITON EASEMENT B STREET .__ PA-- .11. T. T. M. No. 17042 _L&E C PARKHOUSE DRIVE I I I_ PA 17 b a `> uLJU r �RIvE LINEv E4 - PA `yAA tPA 22 V ETAI L A , . / LINE E4 PA 21 N.,To 5. I FUTURE 4 PARK T. T.M. No. 16869 T.T.M. No. 17041 PRI VA TE ENGINEER'S NOTICE TO CONTRACTORS PA 12PA 7 YE T. T. M. No. 16877 ,, PA 16 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES C PA 6A PA 15 3 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT > r y UNE R THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE ® �y io PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONzz - 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 RESPONSIBILITY c c FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION 1 Sb I ` A VENUE OFHIS T PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; TRACT No. 16427 AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER SHEET INDEX AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING SCALE.- 1 "=300' ` 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 ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS CONTRACTOR SHALL COMPLY -WITH ALL N. P. D. E. S. REQUIREMENTS TOP OF STRUCTURAL PAVEMENT SUBGRADE - ' CONSTRUCTION NOTES: N QUANTITIES: SHEET INDEX 1:1 SLOPE OR FLATTER R.C.P. STORM DESCRIPTION OR ADEQUATE SHORING TITLE SHEET a2 - 2 OF 8 STORM DRAIN LINE E4, PARKHOUSE DR. STA. 10+89.02 TO STA. 20+00.00 3 OF 8 STORM DRAIN 90% COMPACTED NATIVE BACKFILL E4, PARKHOUSE DR. STA.20+00.00 TO STA. 28-{•35.00 4.OF 8 STORM DRAIN LINE R, PARKSIDE WAY STA. 10+48.72 TO STA. 15+61.40 5 6 MAX. SIZE STORM DRAIN GRANULAR BEDDING FROM P*APC SCSI .5W*4y STA. 10+00.00 TO STA. 14+1,9.6J 6 OF 8 SELECTED TRENCH SIDE ( - 7 OF 8 MATERIAL (1" MAX. SIZE).. SHOWN ON PLAN). 4 8 OF 8 III 6" MIN. III = -'ft/, 300-2 (W PER PLAN) lot 8 MAX. = I I I Z r111- M.H. PER A.P. W.A. STD. PLAN 320-1 (SEE SHEET 7 0 N EA = III 8�- a III = III J z m EA .UPLAND > Q9 - CONSTRUCT J.S. -PER A.P. W.A. STD. PLAN 331-2 (SEE SHEET 7) :-o Eq - III �- w m PER A.P. W.A. STD. PLAN 332-1 0.6'D' 8 STORM DRAIN PIPE a -CONSTRUCT M.H. PER A. P W.A. GRANULAR BEDDING FROM SELECTED EA TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2" CRUSHED STONE BEDDING. TRENCH DETAIL F -2:11 r= -n ' -'-rrI - C/TY OF FONTANA "TIL/TY NOTIFICA TION LIST NOT TO SCALE NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED 4. COMPACTION SHALL BE 90% IN ALL TO TOP OF PIPE ZONE. ZONES UNLESS OTHERWISE SPECIFIED. 2. TRENCH DEPTHS OF GREATER THAN 5' TRENCH STABILITY SHALL CONFORM SHALL HAVE ADEQUATE SHORING. TO CAL -OSHA REQUIREMENTS. 3. CLASS II AGG.BASE ALL TRENCHES LESS THAN 100' IN LENGTH. C� SO. CALIFORNIA GAS COMPANY (714) 666-5401 SAN GABRIEL VALLEY ATTN.- GREG GASPAR COMCAST (CABLE TV) MUNICIPAL WA TER DISTRICT 16231 VALLEY BLVD. ATTN.• JACK HA YES 1205 ATTN.- DAVE JOHNSON Q FONTANA, CA. 92335 DUPONT AVENUE ONTARIO, CA. 91761 549 EAST SIERRA MADRE AVENUE 0. BOX 1299 (909) 428-8411 (909) 390-4738 ..`' •. AZUSA, CA. 91702-129 EMERGENCIES.- (800) 427-2200 VERIZON 909:.969=7911 RECORD-DRAWIN GEND S0. CALIFORNIA EDISON COMPANY A TTN: STEVE HOCK 7951 REDWOOD AVE 1400 E. PHILLIPS BLVD. THESE REC D' DRA4it:+;0� �'!E BEEN PREPARED IN ASPHAL TIC CONCRETE P. C. C. PORTLAND CEMENT CONCRETE PART, ON E BASIS OF !NF'.1RvtATION COMPILED AND B' BEGIN CURVE FONTANA, CA. 92335 POMONA, CA. 91766 �j. � - FURNISH, T (R) RIDGE UNE 820-5598 - 909 469-6327 HERS. THE ENGINEER WILL NOT BE B• C BEG. VER77CAL CURVE (909) 875-5100 - TRANSMISSIONS ( ) flES F RRORS OR OMISSIONS BACK SIDEWALK RAW RIGHT OF WAY ( ) FONTANA WA IFR COMPANY . 6 i 1, EE INCOgpO 9 CA TCH BASIN TAN. TANGENT 213 637-1233 - PIPELINES 3637 SULT R �NTO THE DOCUMENTS AS ( ) A T7N: MICHAEL J. MCGRAW THEREOF. \ C.L CENTERLINE T. C. TOP OF CURB (909) 357-6233 - DISTRIBUTION � = 8440 NUEVO A VENUE END CUR VE W WID TH CRAWFORD. CANYON MUTUAL WATER CO. FONTANA, CA 92335 (909) Q. E P. EDGE PA VEMENT V VERTICAL DEPTH ATTN.- BASIL J. FABRIZIO 822-2201 FAX: (909) E G EDGE GRADE . 1 (590.77) INDICATES EXISTING ELEVA T70N (909) 463-9580 823-5046 - E. V. C. END VERTICAL CURVE F.L. FLOW LINE 590.77 INDICATES PROPOSED ELEVA RON UNDERGROUND SERVICE ALERT WEST VALLEY WA TER D1S77?ICT F. S FINISH SURFACE (800) 422-4133 A TTN: LON TSAI ` G.B. INDICATES SLOPE 2: 1 855 W. BASELINE ROAD / GRADE BREAK H.P. HIGH POINT AC PA VEMENT RIAL TO, CA 92377 INV mi CONSTRUCTION NOTES: INVERT O.C. ON CURVE QUANTITIES: SHEET INDEX SHEET 48" R.C.P. STORM DESCRIPTION 1 OF 8 TITLE SHEET a2 - 2 OF 8 STORM DRAIN LINE E4, PARKHOUSE DR. STA. 10+89.02 TO STA. 20+00.00 3 OF 8 STORM DRAIN LINE E4, PARKHOUSE DR. STA.20+00.00 TO STA. 28-{•35.00 4.OF 8 STORM DRAIN LINE R, PARKSIDE WAY STA. 10+48.72 TO STA. 15+61.40 5 OF 8 STORM DRAIN LINE P*APC SCSI .5W*4y STA. 10+00.00 TO STA. 14+1,9.6J 6 OF 8 LATERAL PROF/LES ( - 7 OF 8 DETAILS SHOWN ON PLAN). 4 8 OF 8 DETAILS CONSTRUCT CATCH BASIN PER A.P. W.A. STD. PLAN -'ft/, 300-2 (W PER PLAN) lot EA 2 -CITY/FIRE REVIEW OF TENTATIVES ONCE THEY ARE FORMALLY SUBMITTED FOR CITY 3 -CONSTRUCT SO. CALIFORNIA GAS COMPANY (714) 666-5401 SAN GABRIEL VALLEY ATTN.- GREG GASPAR COMCAST (CABLE TV) MUNICIPAL WA TER DISTRICT 16231 VALLEY BLVD. ATTN.• JACK HA YES 1205 ATTN.- DAVE JOHNSON Q FONTANA, CA. 92335 DUPONT AVENUE ONTARIO, CA. 91761 549 EAST SIERRA MADRE AVENUE 0. BOX 1299 (909) 428-8411 (909) 390-4738 ..`' •. AZUSA, CA. 91702-129 EMERGENCIES.- (800) 427-2200 VERIZON 909:.969=7911 RECORD-DRAWIN GEND S0. CALIFORNIA EDISON COMPANY A TTN: STEVE HOCK 7951 REDWOOD AVE 1400 E. PHILLIPS BLVD. THESE REC D' DRA4it:+;0� �'!E BEEN PREPARED IN ASPHAL TIC CONCRETE P. C. C. PORTLAND CEMENT CONCRETE PART, ON E BASIS OF !NF'.1RvtATION COMPILED AND B' BEGIN CURVE FONTANA, CA. 92335 POMONA, CA. 91766 �j. � - FURNISH, T (R) RIDGE UNE 820-5598 - 909 469-6327 HERS. THE ENGINEER WILL NOT BE B• C BEG. VER77CAL CURVE (909) 875-5100 - TRANSMISSIONS ( ) flES F RRORS OR OMISSIONS BACK SIDEWALK RAW RIGHT OF WAY ( ) FONTANA WA IFR COMPANY . 6 i 1, EE INCOgpO 9 CA TCH BASIN TAN. TANGENT 213 637-1233 - PIPELINES 3637 SULT R �NTO THE DOCUMENTS AS ( ) A T7N: MICHAEL J. MCGRAW THEREOF. \ C.L CENTERLINE T. C. TOP OF CURB (909) 357-6233 - DISTRIBUTION � = 8440 NUEVO A VENUE END CUR VE W WID TH CRAWFORD. CANYON MUTUAL WATER CO. FONTANA, CA 92335 (909) Q. E P. EDGE PA VEMENT V VERTICAL DEPTH ATTN.- BASIL J. FABRIZIO 822-2201 FAX: (909) E G EDGE GRADE . 1 (590.77) INDICATES EXISTING ELEVA T70N (909) 463-9580 823-5046 - E. V. C. END VERTICAL CURVE F.L. FLOW LINE 590.77 INDICATES PROPOSED ELEVA RON UNDERGROUND SERVICE ALERT WEST VALLEY WA TER D1S77?ICT F. S FINISH SURFACE (800) 422-4133 A TTN: LON TSAI ` G.B. INDICATES SLOPE 2: 1 855 W. BASELINE ROAD / GRADE BREAK H.P. HIGH POINT AC PA VEMENT RIAL TO, CA 92377 INV mi CONSTRUCTION NOTES: INVERT O.C. ON CURVE QUANTITIES: � Eq (D --CONSTRUCT 48" R.C.P. STORM DRAIN ( D LOAD SHOWN ON PLAN). 1,722 LF a2 - CONSTRUCT 36" R.C.P. STORM DRAIN ( D LOAD SHOWN ON PLAN). 397 LF FONTANA, CA 92335 Iona) 3an_aa3g @-CONSTRUCT 30" R.C.P. STORM DRAIN (D .LOAD SHOWN ON PLAN). 542 LF "jg Q4 - CONSTRUCT 24" R.C.P. STORM DRAIN ( D LOAD SHOWN ON PLAN). _284 LF 2 ( - CONSTRUCT 18" R.C.P. STORM DRAIN ( D LOAD SHOWN ON PLAN). 4 LF A ©-- CONSTRUCT CATCH BASIN PER A.P. W.A. STD. PLAN -'ft/, 300-2 (W PER PLAN) lot EA 2 -CITY/FIRE REVIEW OF TENTATIVES ONCE THEY ARE FORMALLY SUBMITTED FOR CITY 3 -CONSTRUCT M.H. PER A.P. W.A. STD. PLAN 320-1 (SEE SHEET 7 4 EA x 8�- CONSTRUCT M. H. PER A. P. W.A. STD. PLAN 322-1 (SEE SHEET 7 2 EA .UPLAND > Q9 - CONSTRUCT J.S. -PER A.P. W.A. STD. PLAN 331-2 (SEE SHEET 7) 11 Eq AS SHOWN ON TR, NO. 16427-1, M.B. 29617-11. �- CONSTRUCT J.S. PER A.P. W.A. STD. PLAN 332-1 (SEE SHEET 8) 8 EA a -CONSTRUCT M.H. PER A. P W.A. STD. PLAN 321-1 (SEE SHEET 8 ,,� 3 EA SO. CALIFORNIA GAS COMPANY (714) 666-5401 SAN GABRIEL VALLEY ATTN.- GREG GASPAR COMCAST (CABLE TV) MUNICIPAL WA TER DISTRICT 16231 VALLEY BLVD. ATTN.• JACK HA YES 1205 ATTN.- DAVE JOHNSON Q FONTANA, CA. 92335 DUPONT AVENUE ONTARIO, CA. 91761 549 EAST SIERRA MADRE AVENUE 0. BOX 1299 (909) 428-8411 (909) 390-4738 ..`' •. AZUSA, CA. 91702-129 EMERGENCIES.- (800) 427-2200 VERIZON 909:.969=7911 RECORD-DRAWIN GEND S0. CALIFORNIA EDISON COMPANY A TTN: STEVE HOCK 7951 REDWOOD AVE 1400 E. PHILLIPS BLVD. THESE REC D' DRA4it:+;0� �'!E BEEN PREPARED IN ASPHAL TIC CONCRETE P. C. C. PORTLAND CEMENT CONCRETE PART, ON E BASIS OF !NF'.1RvtATION COMPILED AND B' BEGIN CURVE FONTANA, CA. 92335 POMONA, CA. 91766 �j. � - FURNISH, T (R) RIDGE UNE 820-5598 - 909 469-6327 HERS. THE ENGINEER WILL NOT BE B• C BEG. VER77CAL CURVE (909) 875-5100 - TRANSMISSIONS ( ) flES F RRORS OR OMISSIONS BACK SIDEWALK RAW RIGHT OF WAY ( ) FONTANA WA IFR COMPANY . 6 i 1, EE INCOgpO 9 CA TCH BASIN TAN. TANGENT 213 637-1233 - PIPELINES 3637 SULT R �NTO THE DOCUMENTS AS ( ) A T7N: MICHAEL J. MCGRAW THEREOF. \ C.L CENTERLINE T. C. TOP OF CURB (909) 357-6233 - DISTRIBUTION � = 8440 NUEVO A VENUE END CUR VE W WID TH CRAWFORD. CANYON MUTUAL WATER CO. FONTANA, CA 92335 (909) Q. E P. EDGE PA VEMENT V VERTICAL DEPTH ATTN.- BASIL J. FABRIZIO 822-2201 FAX: (909) E G EDGE GRADE . 1 (590.77) INDICATES EXISTING ELEVA T70N (909) 463-9580 823-5046 - E. V. C. END VERTICAL CURVE F.L. FLOW LINE 590.77 INDICATES PROPOSED ELEVA RON UNDERGROUND SERVICE ALERT WEST VALLEY WA TER D1S77?ICT F. S FINISH SURFACE (800) 422-4133 A TTN: LON TSAI ` G.B. INDICATES SLOPE 2: 1 855 W. BASELINE ROAD / GRADE BREAK H.P. HIGH POINT AC PA VEMENT RIAL TO, CA 92377 INV mi REWSION DESCRIP77ON mmmm INVERT O.C. ON CURVE �- CONSTRUCT C.S.P. INLET MODIFIED TYPE V (SEE SHEET 8 ,� � Eq CIT)' OF FONTANA ATfN: BRIAN WREN PACIFIC BELL CO. ATTN. NORMA GUICLOT METROPOLITAN WATER 41STRlC7" WATER SYSTEM OPERATION GROUP SHOWN ON SHEET 8 �Q � GRIND � o -CONSTRUCT BRICK &MORTAR BULKHEAD PER DETAIL Eq 8353 SIERRA AVENUE 1265 N. VAN BUREN SIREET A7RJ: JOE MIRONE P1 TTSt;u RC FONTANA, CA 92335 Iona) 3an_aa3g SUITE 180 dMd4/FIAA ca o9an� (909) 776=2664 14 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. PLAN 307-2 (W PER PLAN) p Eq SO. CALIFORNIA GAS COMPANY (714) 666-5401 SAN GABRIEL VALLEY ATTN.- GREG GASPAR COMCAST (CABLE TV) MUNICIPAL WA TER DISTRICT 16231 VALLEY BLVD. ATTN.• JACK HA YES 1205 ATTN.- DAVE JOHNSON Q FONTANA, CA. 92335 DUPONT AVENUE ONTARIO, CA. 91761 549 EAST SIERRA MADRE AVENUE 0. BOX 1299 (909) 428-8411 (909) 390-4738 ..`' •. AZUSA, CA. 91702-129 EMERGENCIES.- (800) 427-2200 VERIZON 909:.969=7911 RECORD-DRAWIN GEND S0. CALIFORNIA EDISON COMPANY A TTN: STEVE HOCK 7951 REDWOOD AVE 1400 E. PHILLIPS BLVD. THESE REC D' DRA4it:+;0� �'!E BEEN PREPARED IN ASPHAL TIC CONCRETE P. C. C. PORTLAND CEMENT CONCRETE PART, ON E BASIS OF !NF'.1RvtATION COMPILED AND B' BEGIN CURVE FONTANA, CA. 92335 POMONA, CA. 91766 �j. � - FURNISH, T (R) RIDGE UNE 820-5598 - 909 469-6327 HERS. THE ENGINEER WILL NOT BE B• C BEG. VER77CAL CURVE (909) 875-5100 - TRANSMISSIONS ( ) flES F RRORS OR OMISSIONS BACK SIDEWALK RAW RIGHT OF WAY ( ) FONTANA WA IFR COMPANY . 6 i 1, EE INCOgpO 9 CA TCH BASIN TAN. TANGENT 213 637-1233 - PIPELINES 3637 SULT R �NTO THE DOCUMENTS AS ( ) A T7N: MICHAEL J. MCGRAW THEREOF. \ C.L CENTERLINE T. C. TOP OF CURB (909) 357-6233 - DISTRIBUTION � = 8440 NUEVO A VENUE END CUR VE W WID TH CRAWFORD. CANYON MUTUAL WATER CO. FONTANA, CA 92335 (909) Q. E P. EDGE PA VEMENT V VERTICAL DEPTH ATTN.- BASIL J. FABRIZIO 822-2201 FAX: (909) E G EDGE GRADE . 1 (590.77) INDICATES EXISTING ELEVA T70N (909) 463-9580 823-5046 - E. V. C. END VERTICAL CURVE F.L. FLOW LINE 590.77 INDICATES PROPOSED ELEVA RON UNDERGROUND SERVICE ALERT WEST VALLEY WA TER D1S77?ICT F. S FINISH SURFACE (800) 422-4133 A TTN: LON TSAI ` G.B. INDICATES SLOPE 2: 1 855 W. BASELINE ROAD / GRADE BREAK H.P. HIGH POINT AC PA VEMENT RIAL TO, CA 92377 INV mi REWSION DESCRIP77ON mmmm INVERT O.C. ON CURVE REMOVAL z Z- pZG 5 3 (oc0 S-7 j5X P. Oho 3 -12 GRIND � (1/1,0► DO LE; $f AS50c 16•TIE-41, INC -EDGE OF PA VEMEN T z P1 TTSt;u RC FAIN 'm MAMA "jg 0 ✓ Ifn/ w m-om''_ F m 0 ru 021 NOTE: - t ' SHOULD CONS TRUC TION OF THE REQUIRED /MPRO VEMENTS NOT COMMENCE WI THIN TWO YEARS OF THE -M-TE OF APPROVAL SHOWN HEREON AND CARRIED FORTH /N A DILIGENT MANNER, TIME CITY ENGINEER MA Y REQUIRE REVISIONS` TO THE PLANS TO BRING THEM- INTO CONFORMANCE WITH CONDITIONS AND S TANDA RDS /N EFFECT. Prepared Under The Supervision Of : CITY OF . Ftp : IANA, CALIFORNIA PREPARED /N THE OFFICE OF PRAIN' A���OJ M4DOLE AND ASSOCIATES, /NC. DRAWN BY STORM fEMENT PLANS , SCALE: o 760-A SOUTH ROCHESTER AVENUE dM T/ TL E SHEE T AS SHOWN N ONTARIO, CA 91761 DESIGNED BY DA 1F N PHONE (909) 937-9151 NOV. 2004 DRAW,.:` N0. �- Acte CHECKED BY APP �D = Z RCE 3 37 EXP. :6-3 -0 - Y 3799 WENDELL L. IWA-TSURU l 1TY ENGINETR R.C.E. 51152 DATE 8 .1:0126-20231storm1sd01.dwa. 5117/2005 11:44:59 AM. DJ WEiVDMLL L INVERT O.C. ON CURVE REMOVAL z Z- pZG 5 3 (oc0 S-7 j5X P. Oho 3 -12 GRIND � (1/1,0► DO LE; $f AS50c 16•TIE-41, INC -EDGE OF PA VEMEN T z P1 TTSt;u RC AM C1 -!D GGl co►lvlioAlGA; CA, 0[17.30Zi 0 ✓ la6° 4 NOTE: - OWNER DEVELOPER: / - = LOCATIONS OF LINES AND LATERALS AND STREET CONNECTIONS HAVE NOT BEEN APPROVED. LOCAL STORM DRAIN LINE AND LATERAL CONNECTIONS MAY CHANGE UPON S.C. FONTANA DEVELOPMENTBENCH CORPORATION -CITY/FIRE REVIEW OF TENTATIVES ONCE THEY ARE FORMALLY SUBMITTED FOR CITY 1156 N. MOUNTAIN AVENUE MARK: , 8-17 �..f CAL TRANS BENCHMARK�-17. A BASIS OF BEARINGS: Rel x CA. 91785-0670"'1-1 BRASS CAP /N THE COVITCRETE• BASE OF BRG 9SUMMlT AVE �ONG � .UPLAND > ,-, _' =- THE SOUTH LEG OF AN SCE TnWER THE CL Q P.O. BOX 670 :- - ' X4.3' NORTH OF HIGHLAND, 0.2 M/ WEST OF SAN SEVA/NE RD., 2.65 M/ WEST AS SHOWN ON TR, NO. 16427-1, M.B. 29617-11. 'PHONE.- (909) 985-0971 - OF SIERRA VA ffiONX 1428.609 w o SHOULD CONS TRUC TION OF THE REQUIRED /MPRO VEMENTS NOT COMMENCE WI THIN TWO YEARS OF THE -M-TE OF APPROVAL SHOWN HEREON AND CARRIED FORTH /N A DILIGENT MANNER, TIME CITY ENGINEER MA Y REQUIRE REVISIONS` TO THE PLANS TO BRING THEM- INTO CONFORMANCE WITH CONDITIONS AND S TANDA RDS /N EFFECT. Prepared Under The Supervision Of : CITY OF . Ftp : IANA, CALIFORNIA PREPARED /N THE OFFICE OF PRAIN' A���OJ M4DOLE AND ASSOCIATES, /NC. DRAWN BY STORM fEMENT PLANS , SCALE: o 760-A SOUTH ROCHESTER AVENUE dM T/ TL E SHEE T AS SHOWN N ONTARIO, CA 91761 DESIGNED BY DA 1F N PHONE (909) 937-9151 NOV. 2004 DRAW,.:` N0. �- Acte CHECKED BY APP �D = Z RCE 3 37 EXP. :6-3 -0 - Y 3799 WENDELL L. IWA-TSURU l 1TY ENGINETR R.C.E. 51152 DATE 8 .1:0126-20231storm1sd01.dwa. 5117/2005 11:44:59 AM. DJ