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HomeMy WebLinkAbout2430-1F1, w r E I- - - - - - - - - - - - - - - - 31 k 101.1 m1rRUS, itif ENUE FROM FONTANA AVENUE TO M RRILL W ITRAM COURT TO FOOTHILL AND AVENUE & BOULEVARD SCRRA NOTES 1. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN THE RIGHT—OF— ENTRY AGREEMENT FROM THE SOUTHERN CALIFORNIA REGIONAL RAIL If ,A L L - E__ 'IF RLIfl.D AUTHORITY (SCRRA) BEFORE PERFORMING ANY ACTIVITY ON RAILROAD PROPERTY. 2. THE CONTRACTOR, AT ITS SOLE COST AND EXPENSE, SHALL OBTAIN AND MAINTAIN IN FULL FORCE AND EFFECT INSURANCE AS REQUIRED ROM JUNIF' R AV NU TO AST CITY IMI S 8Y SCRRA DURING THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL FURNISH COPIES OF THE INSURANCE CERTIFICATES TO ALL AFFECTED RAILROADS. 3. THE CONTRACTOR SHALL NOTIFY SCRRA A MP MUM OF FIVE WORKMG AND DAYS PRIOR TO BEGINNING WORK THAT IS ADJACENT TO OR OVER THE RAILROAD TRACKS. THIS PRIOR NOTIFICATION DOES NOT GUARANTEE THE AVAILABILITY OF A FLAG PERSON FOR THE PROPOSED DATE OF CONSTRUCTION. E 4. GRADE CROSSING SIGNAL CABLES ARE LOCATED AT OR NEAR MOST HIGHWAY/RAILWAY CROSSINGS. THE CONTRACTOR SHALL CONTACT SCRRA FOR THE LOCATION OF THESE CABLES. IN CASE OF SIGNAL EMERGENCIES, THE CONTRACTOR SHALL CALL SCRRA'S 24—HOUR SIGNAL EMERGENCY NUMBER 1-800-404-9464(XING). 5. THE CONTRACTOR SHALL KEEP ALL CONSTRUCTION VEHICLES AND EQUIPMENT AT LEAST 25 FEET FROM THE CENTERLINE OF THE MAIN ROM IV OAK AV NU TO MANGO AV NU TRACK. GENERAL NOTES STRIPING NOTES UTILITIES NOTE: ALL STRIPING & MARKINGS TO BE THERMOPLASTIC, UNLESS OTHERWISE SPECIFIED. THE MANHOLES AND VALVES SHOWN ON THESE PLANS ARE APPROXIMATE IN LOCATION AND ARE FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 1 IS RESPONSIBLE FOR TYING OUT THE EXACT LOCATION OF SAID FACILITIES. 12" WHITE STRIPE (CROSSWALKS OR LIMIT LINES) FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975, ❑ ELECTRICITY TELEPHONEWATER AND ANY REVISION THEREAFTER, AND THE LATEST EDITION OF THE STANDARD LE � SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. a STD PLAN A20A DTL 9 (LANE LINE) SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL MARYGOLD MUTUAL WATER COMPANY 3 STD PLAN A208 DTL 32 2 -WAY LT LINE 7951 REDWOOD 3939 E. CORONADO ST., 1ST FLOOR 9715 ALDER AVENUE 2. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT ❑ ( FONTANA, CA 92336 ANAHEIM, CA. 92807 BLOOMINGTON, CA 92316 WHERE OTHERWISE NOTED. ❑ STD PLAN A20 DTL 29 (MEDIAN ISLAND) (909) 357-6223 (714) 666-5467 (909) 877-0516 3. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND CONTACT: TWILLA OTTO CONTACT: VIRGINIA BECKER CONTACT: BILL STAFFORD FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. F5] STD PLAN A20D DTL 38 (CHANNELIZING LINE) AS SEWER LDIM OF CONTRACT 4. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES F61STD PLAN A20A DTL 22 (DOUBLE YELLOW) SOUTHERN CALIFORNIA GAS CO. CITY OF FONTANA Lo A?ECo'; AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, 1981 WEST LUGONIA ST. 8353 SIERRA AVENUE CRY *ATS ELECTRICAL LIGHTING TELEVISION CABLE LANDSCAPING LANDSCAPINGF7�STD PLAN A20C DTL 37B (LANE DROP) REDLANDS C A. P.O. BOX 518 IRRIGATION, WATER,RECLAIMED WATER SEWER STORM DRAINAGE GATI N 0 DOMESTIC TI ES C 7547 FONTANA, CA. 92335( 9) 35 FLOOD CONTROL SYSTEMS, ETC. Ej] STD PLAN A73C TYPE F-1 TYP.(SURFACE MOUNTED CHANNELIZERS) ; CONTACT: DENNIS FREEMAN (909) 350-7610 5. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE F91 STD PLAN A20A DTL 6 (SINGLE DASHED CENTERLINE) WATER CATV � SER SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL FONTANA WATER COMPANY COMCAST CABLE TV IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S 10 STD PLAN A2013 DTL 278 (RIGHT EDGELINE) REPRESENTATIVE. 16803 SPRING ST. 1205 DUPONT AV. o , 6. STERILANT REQUIRED UNDER ALL AC PAVEMENT WHERE PLACED ON NATIVE MATERIAL. 11 STD PLAN A20A DTL 12 (LANE LINE 45+ MPH) FONTANA, CA 92335 ONTARIO, CA 91761 50j\j rj-\JlIJL\ (909) 822-2201 (909) 988-2985 7. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STD PLAN A24A TYPE N ARROW CONTACT: AL KROHN CONTACT: JACK HAYES FOOTM&l IN VD. STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. S. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK STD PLAN A24A TYPE VI ARROW , AROUND THEIR FACILITIES. 35 STD PLAN A24C NUMERALS/'ONLY EXIST CURB B B EXIST C&G A C 9. 1F EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE ARROW PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED STCI~' STD PLAN A24D MARKINGS IMMEDIATELY. PROJECT < STD PLAN A24C RAILROAD CROSSING SYMBOLS LOCATION WHRTRAM 10. NOTIFY CALTRANS 48 HOURS IN ADVANCE OF THE START OF ANY WORK ON CALTRANS FACILITIES. 6' bIERRItl AVE !9 LEGEND �; < NOTE: ALL WATER VALVES SHALL BE ADJUSTED TO GRADE BY THE CONTRACTOR. A COLD PLANE 0.1' & HEATER REMIXLC PLAN VIEW INLAY 0.1' A.C. A CONSTRUCTION NOTES ONLY EXIST CURB 12' ONLY EXIST CURB EXIST C&G EXIST C&G l � � .....:. COLD PLANE & INLAY 0.5' A.C. 6' �1 CONSTRUCT 5" AC PAVEMENT OVER 12" NATIVE (95% RELATIVE COMPACTION) 0.00, 6' O CONSTRUCT 8" PCC CURB do GUTTER PER STD. DTL. 101 HEATER REMIX o.00' _ WN ROM OVERLAY OVERLAY V R Y HICK 0 E LA THICKNESS o IP THICKNESS -3/8 L 3 REMOVE EXISTING CHAIN LINK FENCE OVERLAY 0.17' A.C.(UNLESS INDICATED OTHERWISE) THICKNESS -3/8" LIP MALLORY TO BE REMOVED OR RELOCATED BY OTHERS SECTION A—A SECTION B—B SECTION C—C � ae. Mopyo ID AVE. v ' �A.C. OVER 1 2" NATIVE SOL n 5 CO NSlft ` PCC DRIVEWAY PER STD. DTL. 103 8 o HEADER CUT PER DETAIL ON SHT. 1 EXIST 6 ADJUST EXISTING MANHOLE TO GRADE 18� EXIST A.C. PAVMT 6' OR 12' EXIST PCC 6 SURFACE PAVMT U O SURFACE X—GUTTER = VALLEY BLVD. D PER PLAN 7 CONSTRUCT COMMERCIAL P.C.C. DRIVEWAY PER STD. DTL. 102-A PRIVATE ENGINEER'S NOTICE TO CONTRACTOR O o.00' o.00' o.00' WASHINGTONTHE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY D 8. REPLACE EXISTING TRAFFIC SIGNAL LOOPS FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, OVERLAY OVERLAY crty LIMITS . A THICKNESS OVERLAY INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL THICKNESS THICKNESS -3/8" LIP PROJECT 9 CORSTRUCT HANDICAP RAMP PER STD. DTL. 104A APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT LOCATION THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER TYP COLD PLANE AREA 0 TYP COLD PLANE AREA TYP COLD PLANE AREA HARMLESS FROM ANY AND ALL LIABILTY REAL OR ALLEGED, IN CONNECTION WITH THE X—CUTS ON CITRUS, VALLEY & BASELINE A X -STREETS W/O X -GUTTERS • X -STREETS WITH X -GUTTERS 10 SAWCUT. TO A► NEAT VERTICAL LINE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE VICINITY MAP & SHEET INDEX. SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. TYPICAL COLD PLANE AREA DETAILS N.T.S. Underground Service Alert REVISIONS Seal pFESSJOHN ELAN & ASSOCIATES, INC. PLANS PREPARED UNDER SUPERVISION OF: CITY OF FONTANA CALIFORNIA QR�pN o No. By Date City Date � I q� o G SECTION 42T6/4217 of THE GOVERNMENT Consulting Engineers u 'c CODE REQUIRES A DIG ALERT IDENTIFICATION Q ��Q\Q� ZpR NUMBER BE ISSUED BEFORE A PERMIT TO ,, Z EXCAVATE WILL BE VALID Q w w 29001 m DAWN SCALE 25814 Business Center Dr. Suite Am M.E.S. TITLE SHEET NTS FOR UNDERGGRRO ND SERVICES ALERT ALERT I.D. NUMBER CALL * Ex,. 3-31-M * Redlands, Ca. DESIGN PAVEMENT REHABILITATION PROJECT DATE TOLL FREE 1-500-422-4133 ��T aw •� , 92374 M.J.F. CITRUS, VALLEY & BASELINE 8/96 F OF oA%%__XF� � r NECKED DR No. SHEET 1 (909) 889-0676 (909) 799-8944 y �� y�, TWO WORKING DAYS BEFORE YOU DIG FELIPE R. CABRAL, R.C.E. No. 29001 DATE: F.R.C. APPROVED CITY ENGINEER — No. 25126 2430 OF 1 4 0