Loading...
HomeMy WebLinkAbout2578-8X . 00 O N N N O 3 Do [Xi r - Ln N I 0 rn O to O r � °' i r + Lo i , t t + �-- +O1 tj jj j C 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 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG REVISIONS No. By Date D City Aprroval I Date -r - 203 JURUPA AVENUE Seal QEtOFESS/O �ODR I GtJ4- Uj c9 W y Z m No. 29001 m Exp. 3-31-99 CIV F OF CAlbF SUBMITTED BY: DATE: WOODLAND DRIVE +: DO I` CONSTRUCTION NOTES (DADJUSTEXIST MANHOLES TO GRADE PER CITY STD 109 DADJUST EXIST UTILITY VALVES TO GRADE 3QREMOVE & REPLACE EXIST TRAFFIC LOOPS & HOME RUNS PER CALTRANS STD, 6' DIAMETER, TYPE E, SPLICE SHALL BE METHOD B ONLY 12 REMOVE AND REPLACE EXIST CURB & GUTTER PER CITY STD 101 BREMOVE EXIST PCC SIDEWALK AND/OR PCC DRIVEWAY APPROACH, CONSTRUCT 4" PCC SIDEWALK AND/OR DRIVEWAY APPROACH PER CITY STANDARDS 17 TRIM TREE ROOTS AND PLACE ROOT BARRIER JOHNEGAN& AsSOCIATES, INC. Consulting Engineers 25814 Business Center Dr., Suite A Redlands, Ca. 92374 (909) 889-0676 (909) 799-8944 0 0 +I 0 STRIPING NOTES Fil 00 WHITE STRIPE (CROSSWALKS OR LIMIT LINES) F2] 0) Q) JURUPA AVENUE Seal QEtOFESS/O �ODR I GtJ4- Uj c9 W y Z m No. 29001 m Exp. 3-31-99 CIV F OF CAlbF SUBMITTED BY: DATE: WOODLAND DRIVE +: DO I` CONSTRUCTION NOTES (DADJUSTEXIST MANHOLES TO GRADE PER CITY STD 109 DADJUST EXIST UTILITY VALVES TO GRADE 3QREMOVE & REPLACE EXIST TRAFFIC LOOPS & HOME RUNS PER CALTRANS STD, 6' DIAMETER, TYPE E, SPLICE SHALL BE METHOD B ONLY 12 REMOVE AND REPLACE EXIST CURB & GUTTER PER CITY STD 101 BREMOVE EXIST PCC SIDEWALK AND/OR PCC DRIVEWAY APPROACH, CONSTRUCT 4" PCC SIDEWALK AND/OR DRIVEWAY APPROACH PER CITY STANDARDS 17 TRIM TREE ROOTS AND PLACE ROOT BARRIER JOHNEGAN& AsSOCIATES, INC. Consulting Engineers 25814 Business Center Dr., Suite A Redlands, Ca. 92374 (909) 889-0676 (909) 799-8944 0 0 +I 0 STRIPING NOTES Fil 12" WHITE STRIPE (CROSSWALKS OR LIMIT LINES) F2] STD PLAN A20A DTL 9 (LANE LINE FOR SPEED ZONES a 40 STD MPH OR LESS) PLAN A20D DTL 38 (CHANNELIZING LINE) FBI 4" WHITE STRIPE (50' MIN) 14 STD PLAN A20C DTL 37B (LANE DROP LINE) STD PLAN A24A TYPE IV ARROW REMOVE EXIST 0.35' PAVING & SUBGRADE, REPLACE WITH 0.35' A.C. OVER NATIVE OVERLAY 0.15' LATEX MODIFIED A.C., FINISH SURFACE AT MEDIAN CURB=T.C. (-)4" HEADER CUT PER DETAIL ON SHT. 2 r7ZI AND AS SHOWN I L-1 l I REMOVE EXISTING STAMPED CONCRETE 0.75', REPLACE WITH l__ __I._.__.l__l_1__.l .4' A.C./.35' A.B. OVER COMPACTED NATIVE, FLUSH TO EXIST SURFACE CITY OF FONTANA, CALIFORNIA PAVEMENT REHABILITATION PROJECET DRAWN SCALE M.E.S. CHERRY A17ENUE 1 "=40' DESIGN7 F R C STA 189+00 TO STA 202+52 DATE FEB 99 CHECKED.7, a,, !9 DR No. SHEET 8 © F.R.0 AP'PVED CITY ENGINEER - R.C.E. No. 25126 2578 OF 9