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HomeMy WebLinkAbout2577-800 0 0 a H x c0-4 x C4 w 0 a E -i x r*1 OLEANDER AVENUE C jk SCALE: 1 "=40' AVENUE Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1—OW-422-4133 TWO WORKING DAYS BEFORE YOU DIG REVISIONS No. I By I Date City Aprroval Date CONSTRUCTION NOTES 1 ADJUST EXIST MANHOLES TO GRADE PER CITY STD 109 2 ADJUST EXIST UTILITY VALVES TO GRADE 4 PAVE TO DRAIN AS DIRECTED BY ENGINEER 10 REMOVE AND REPLACE EXIST 8" CURB do GUTTER PER STD 101 SREMOVE AND REPLACE EXIST 4" PCC SIDEWALK/DRIVE APPROACH PER CITY STD 105A/103 WOCONSTRUCT NEW 5' WIDE PCC SIDEWALK Q' 34 CONSTRUCT 8" CURB AND GUTTER PER CITY STD 101 a • 35 REMOVE CONFLICTING MATERIALS AND CONSTRUCT PCC DRIVEWAY PER CITY STD 103 SAT REMOVE APPROXIMATELY 7' OF PCC CURB. CONSTRUCT A.C. RAMP 8.33% MAX E♦55 CONSTRUCT CURB DEPRESSION ONLY PER STD 102—A FOR 50' sx WIDE FUTURE D/W. BACKFILL BACK OF CURB WITH A.C. O 5:1 57 MOVE EXIST A.C. FLOWLINE TO 1' FROM R/W TO EXIST DROP INLET W 58 BACKFILL AND COMPACT WITH DIRT, BACK OF CURB TO SIDEWALK OQ 64 3ADJUST EXIST STORM DRAIN INLETS TO GRADE STHE CITY RESERVES THE RIGHT TO DELETE CERTAIN WIDENING, CURB do GUTTER AND SIDEWALK IMPROVEMENTS DUE TO UNSUCCESSFUL RIGHT—OF—WAY ACQUISITION Seal SUBMITTED BY: DATE: VRk FESS/O ` No. 29001 r m * Exp. 3-31-99 CNIVL �Z q�F OF CALIFO�l FELIPE lk CARR . R.C.E. No. 29001 STRIPING NOTES Fil 12" WHITE STRIPE (CROSSWALKS OR LIMIT LINES) F21 STD PLAN A20A DTL 9 (LANE LINE FOR SPEED ZONES 40 MPH OR LESS) F STD PLAN A200 DTL 32 (2—WAY LT LANE) F5] STD PLAN A20D DTL 38 (CHANNELIZING LINE) F6] STD PLAN A20A DTL 22 (DOUBLE YELLOW) 11 12" YELLOW STRIPE (CROSSWALKS) CALTRANS STD A24E 17 STD PLAN A20A DTL 12 (LANE LINE FOR SPEED ZONES 45 MPH OR MORE) 19 4" WHITE STRIPE (50' MIN) r STD PLAN A24A TYPE IV ARROW 000S TD PLAN A24A TYPE VI ARROW 45 STD PLAN A24C NUMERALS T rr r-Tn OVERLAY 0.15' AC PAVEMENT CITRUS AVE TO C/L ALDER AVE — HEATER REMIX AND OVERLAY 0.15' AC PAVEMENT CITRUS AVE TO BUCKEYE AVE — REMOVE EXIST PAVEMENT do SUBGRADE. REPLACE WITH 0.33' AC PAVEMENT OVER NATIVE HEADER CUT PER DETAIL ON SHT. 2 F1722STREET ADDRESS Jom EGAN& AssoaATEs, mac. Consulting Engineers 25814 Business Center Dr., Suite A Redlands, Co. 92374 (909) 889-0676 (909) 799-8944 Ix W 0 a W W 172 CITY OF FONTANA,--CALIFORNIA PAVEMENT REHABILITATION PROJECT DRAWN SCALE M.E.s. ARROW BLVD IDATE 1"=40' DESIGN STA 40+00 TO STA 70+00 FRC/MES 03/9 CHECKED APPROVED , eis Leat* s. /.,*. 9j DR No. SHEET 8 © F.R.C. wilAmr CITY ENGINEER — R.C.E. No. 25126 2577 20