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HomeMy WebLinkAbout3706-1GENERAL 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 SAND CONFLICT 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 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 NON -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 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 MATERNAL, 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 DENS/TY 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 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 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 ENG/NEER OF 34. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE 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. 35. MINIMUM D -LOAD FOR ALL R.C.P. IS 1350. 36. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PROIR TO IMPLEMENTING DETOURS. M. W.D. CONSTRUCTION NOTES: METROPOLITAN WATER DISTRICT: SUBSTRUCTURE JOB NUMBER: 4045-04-03 CITY OF FOIVTAN STORM DR - IN IMPROE[t4ENT PL'NS KikIOX FROM SU 1. NOTIFY MR. JOE MIRONE OF M.W.D. 'S WATER SYSTEM OPERATIONS GROUP, TELEPHONE (909)776-2664, AT LEAST TWO (2) WORKING DAYS (MONDAY THROUGH THURSDAY) PRIOR TO ANY WORK IN THE VICINITY OF MWD'S FACILITIES AND RIGHT-OF-WAY. 2. EXISTING PIPELINE IS ADEQUATE FOR MSHTO H-20 LOADING, WITH A MINIMUM 4 FEET OF COVER, DURING CONSTRUCTION, WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR 657E OR A 666B SCRAPER MAY OPERATE OVER THE PIPELINE, PROVIDED THE GROUND IS MAINTAINED IN A SMOOTH CONDITION ON BOTH SIDES OF THE PIPELINE. 3. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMITTED FOR M.W.D. 'S REVIEW AND APPROVAL AT LEAST 30 DAYS PRIOR TO CONSTRUCT/ON. 4. ALL M.W.D. 'S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR TO ANY CONSTRUCTION WORK. WHEN A MANHOLE OR OTHER M.W.D. FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION, THE FACILITY SHALL BE MODIFIED BY M.W.D. FORCES. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS VENUE LIit4E E AND LIME K /T AVENUE, 10+63.41 TO 22f79.00 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 DRAW/NGS. 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 RESPONSIBILITY 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 ANY WORK. IT /S THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENG/NEER 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 -77 1:1 SLOPE OR FLATTER OR ADEQUATE SHORING 90% COMPACTED NATIVE BACKFILL 6" MAX. SIZE GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (1" MAX. SIZE). w z 0 w 6" MIN. 8" MAX. 1 III- IIi III= STORM DRAIN PIPE 0.6'D' IF- 1II= z r -- J J w m 0 J w CO i GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2" CRUSHED STONE BEDDING. TRENCH DETAIL NOT TO SCALE NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE. 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING. 3. CLASS II AGG.BASE ALL TRENCHES LESS THAN 100' IN LENGTH. 4. COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS. 11I 111/7/ */ /#15 fc 4.“° P-Mr4( AS‘& o '/44,4& )/-\\--= //.4. j SOUTHERN CALIFORNIA EDISON EASEMENT T.T.M. No. 17042 PA 17 VICINITY MAP NOT TO SCALE SHEET INDEX SHEET DESCRIPTION 1 OF 9 TITLE SHEET 2 OF 9 LINE E FROM SUMMIT AVE. TO ±1,200' N/0 SUMM/T AVE. 3 OF 9 LINE E FROM ±1,200' TO ±2,000' N/0 SUMMIT AVE. & LINE K FROM ±2, 000 TO ±2,400' N/0 SUMMIT AVE. 4 OF 9 LINE K FROM ±2,400' TO ±3,200' N/0 SUMMIT AVE. 5 OF 9 DETAILS & LINE E FROM 1.3,992' N/0 SUMMIT ON KNOX AVE. 6 OF 9 LATERAL PROFILES 7 OF 9 DETAILS 8 OF 9 DETAILS 8 OF 9 DETAILS 9 OF 9 DETAILS CONSTRUCTION NOTES: QTY & UNIT: © CONSTRUCT 60" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). 1264 ©-CONSTRUCT 54" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). 70 CONSTRUCT 36" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). 1, 2 2<0 CONSTRUCT 24" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). FUTURE PARK PA 6A N tla T.T.M. No. 17041 PA 16 44 SHEET INDEX SCALE: 1"=300' CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA ATTN: BRIAN WREN 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 SO. CALIFORNIA GAS COMPANY ATTN: JACK JARVIS 16231 VALLEY BLVD. FONTANA, CA. 92335 (909) 428-8411 EMERGENCIES: (800) 427-2200 SO. CALIFORNIA EDISON COMPANY 7951 REDWOOD AVE. FONTANA, CA. 92335 (909) 820-5598 - UNDERGROUND (909) 875-5100 - TRANSMISSIONS (213) 637-1233 - PIPELINES (909) 357-6233 - DISTRIBUTION CRAWFORD CANYON MUTUAL WATER CO. ATTN: BASIL J. FABRIZ/0 (909) 463-9580 WEST SAN BERNARDINO WATER UNDERGROUND SERVICE ALERT (800) 422-4133 ADELPHIA (CABLE TV) ATTN: JACK HAYES 1205 DUPONT AVENUE ONTARIO, CA. 91761 (909) 390-4738 VERIZON ATTN: STEVE HOCK 1400 E. PHILLIPS BLVD. POMONA, CA. 91766 (909) 469-6327 FONTANA WATER COMPANY ATTN: MICHAEL J. McGRAW MICHAEL J. McGRAW 8440 NUEVO AVENUE FONTANA, CA 92335 TEL: (909) 822-2201 FAX: (909) 823-5046 WEST VALLEY WATER DISTRICT ATTN: LON TSAI 855 W. BASELINE ROAD RIALTO, CA 92377 SBC ATTN: JAMES ZIEUNSKI 1265 N. VAN BUREN STREET SUITE 180 ANAHEIM, CA 92807 (714) 666-5415 SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT ATTN: DAVE JOHNSON 549 EAST SIERRA MADRE AVENUE AZUSA, CA. 91702-1299 P.O. BOX 1299 (909) 969-7911 o ESS Pec.�� l 1 OF C'' +17 if 440 LF LF LF CONSTRUCT C.B. PER A.P.W.A. STD. PLAN 300-2 (SEE SHT. 8) (W=PER PLAN). 13 EA CONSTRUCT M.H. PER A.P.W.A. STD. PLAN 320-1 (SEE SHT. 7). CONSTRUCT M.H PER A.P. W.A. STD. PLAN 322-1 (SEE SHT. 7). CONSTRUCT J.S. PER A.P.W.A. STD. PLAN 331-2 (SEE SHT. 7). 12 EA CONSTRUCT J.S. PER A.P. W.A. STD. PLAN 332-1 (SEE SHT. 8) 2 EA CONSTRUCT DOUBLE BRICK & MORTAR BULKHEAD PER DETAIL SHOWN ON SHT. 8. 9 CONSTRUCT P.C.C. COLLAR PER A.P. W.A. STD. PLAN 380-2 (SEE SHT. 8). CONSTRUCT 48" R. C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). 307 LF CONSTRUCT C.S.P. INLET MODIFIED TYPE V (SEE SHT. 8) 1 E4 4 4 EA E4 E4 E4 CONSTRUCT MODIFIED PARKWAY DRAIN PER A.P. W.A. STD. PLAN 151-1 & 314-2 DETAILS SHOWN ON SHT. 3 AND 5). CONSTRUCT 3" AC APRON. CONSTRUCT 66" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). Q - -N/A CONSTRUCT M.H PER A.P. W.A. STD. PLAN 322-1 (SEE SHT. 7) WITH PRESSURE 1 EA M.H. SHAFT A.P. W.A. STD. PLAN 328-1 (SEE SHT. 9) AND-M.H. FRAME AND COVER, PRESSURE TYPE PER A.P. W.A. STD. PLAN 211-1 (SEE SHT. 9) CONSTRUCT STEEL PLATE "BULKHEAD" PER DETAIL SHOWN ON SEE SHT. 9. 2 EA 141 SF 245 SF 615 LF RECORD DRAWt-G THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN �ON 'THE R ,�� Y�OTNER3'TffE ENOIM�EERCOMPILED AND RESPONSIBLE FOR ANY E WILL NOT BE HAVE BEEN INCORPORATED OR OrN18SI0riS WHICH RESULT TED INTO THE DOCUMENTS AS iWWP. NOTE: LOCATIONS OF LINES AND LATERALS AND STREET CONNECTIONS HAVE NOT BEEN APPROVED. LOCAL STORM DRAIN LINE AND LATERAL CONNECTIONS MAY CHANGE UPON CITY/FIRE REVIEW OF TENTATIVES ONCE THEY ARE FORMALLY SUBMITTED FOR CITY REVIEW. BENCH MARK: / 8-17 CAL TRANS BENCHMARK /8-1Z A BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND, 0.2 MI WEST OF SAN SEVA/NE RD., 2.65 MI WEST OF SIERRA AVE ELEVATION: 1 1428.609 BASIS OF BEAR/NGS: THE BRG NO8959'31 "E ALONG THE CL SUMMIT AVE AS SHOWN ON 7R. NO. 16427-1, M.B. 296/7-11. LEGEND A. C. B.C. B. V.C. B.W. C.B. C.L. E.C. E.P. E.G. E. V.C. F.L. F.S. G.B. H.P. INV. 0.C. ASPHAL 77C CONCRETE BEGIN CURVE BEG. VER 77CAL CURVE BACK SIDEWALK CATCH BASIN CENTERLINE END CURVE EDGE PA VEMEN T EDGE GRADE END VERTICAL CURVE FLOW LINE FINISH SURFACE GRADE BREAK HIGH POINT INVERT ON CURVE P.C.C. (R) R/W TAN. T. C. W V (590.77) 590.69 Y Y 1/1 PORTLAND CEMENT CONCRETE RIDGE LINE RIGHT OF WAY TANGENT TOP OF CURB WIDTH VERTICAL DEPTH INDICATES EXIS77NG ELEVATION INDICATES PROPOSED ELEVA T7ON INDICATES SLOPE 2:1 AC PAVEMENT REMOVAL GRIND EDGE OF PA VEMEN T • DIAL TWO WORKING BEFORE { / 1► DAYS BEFORE YOU DIG Uk YOU DIG TOLL FREE 1-800-227-2600 A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIP770N DATE ENGR. CITY DATE Rec. DWG:- AS • 14 P LAT, E•146-14 %IT, 2 REV.wrR. S.D 5;" 4 t1 UJL-1 'c SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 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 ONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. RE v. LA'f. "E_3,, SAT. e 4 c A•W 567._5. /ZS Yi5eD 6274' 1-e size, 173„etS (1 Prepared Under The Supervision Of : PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 760-A SOUTH ROCHESTER AVENUE ONTARIO, CA 91761 PHONE (909) 937-9151 ate 5, CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS DRAWN BY: dM/ MA RCE 3 • 37 EXP. 6-80 WENDELL L. I WA TSURU DESIGNED BY: CHECKED BY: KNOX AVENUE TITLE SHEET LINE .E,&K APP VED BY: WLI� C ENG/NEER R. O E. 511 / -65 DATE SCALE: AS SHOWN DATE: MARCH 2005 DRAWING NO. 3706 J:\126-2012\storm\sdOl.dwa. 5/6/2005 2:44:28 PM. DI