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HomeMy WebLinkAbout2578-4W N N 11-1N 0 rn 3 v I LAJ r- 0 Ln am 0 E-+ H 0 E-+ E-+ 0 a Ip.A, ISV.irWV!D—m111i01 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 0 City Aprroval I Date CONSTRUCTION NOTES 0ADJUST EXIST MANHOLES TO GRADE PER CITY STD 109 (D ADJUST EXIST UTILITY VALVES TO GRADE 7OCONSTRUCT A.C. DRIVEWAY/DRIVE APPROACH, 2" THICK MIN. )SLOPE BACKFILL WITH COMPACTED DIRT BEHIND CURB/SIDEWALK, TO EXIST, RESOD TO MATCH EXIST, REMOVE EXIST BUSHES AS NECESSARY, RECONSTRUCT ENTRY WALK WAY AS NECESSARY SSPANDREL, REMOVE CONFLICTING SURFACE/EXIST CURB, X—GUTTER AND/OR AND RECONSTRUCT X—GUTTER AND/OR SPANDREL AND CURB PER MODIFIED CITY STD 104 GCONSTRUCT HC RAMP PER APWA STD 111-2 12 REMOVE AND REPLACE EXIST CURB & GUTTER PER CITY STD 101 14 CONSTRUCT 8" CURB AND GUTTER PER CITY STD 101 15 REMOVE EXIST PCC SIDEWALK AND/OR PCC DRIVEWAY APPROACH, CONSTRUCT 4" PCC SIDEWALK AND/OR DRIVEWAY APPROACH PER CITY STANDARDS C 16 CONSTRUCT 4" PCC SIDEWALK co LO + 18 REMOVE EXIST TREE & STUMP C E1 U 0 a W Seal SUBMITTED BY: DATE: 3 2 V? FESS/O �()DR 1 GUF �� <r' 0 W Z m No. 29001 r m Exp. 3-31-99 �qr civic F OP CMY0 FEL PE R. RA , R.C.E. No. 29001 STRIPING NOTES F1 12" WHITE STRIPE (CROSSWALKS OR LIMIT LINES) ❑2 STD PLAN A20A DTL 9 (LANE LINE FOR SPEED ZONES 40 MPH OR LESS) 55 STD PLAN A20D DTL 38 (CHANNELIZING LINE) 1-61 STD PLAN A20A DTL 22 (DOUBLE YELLOW) F81 4" WHITE STRIPE (50' MIN) 12 4" YELLOW STRIPE Fl -31 STD PLAN A20A DTI -2 (CENTERLINE SPEED ZONES 40 MPH OR LESS) F14] STD PLAN A20C DTL 37B (LANE DROP LINE) 45 STD PLAN A24C NUMERALS STO P STD PLAN A24D PAVEMENT MARKINGS WORDS AH EAD STD PLAN A24D PAVEMENT MARKINGS WORDS T .'W r F NT) JOHNEGAN& ASSOCIATES, INC. Consulting Engineers 25814 Business Center Dr., Suite A Redlands, Ca. 92374 (909) 889-0676 (909) 799-8944 E-+ w w a 0 E-+ E-+ 0 a w w U) CITY OF FONTANA, CALIFORNIA PAVEMENT REHABILITATION PROJECT DRAWN SCALE M.E.S. SAN BERNARDINO AVE 1 "=40' DESIGN STA 39+00 TO STA 65+38 DATE F.R.C. FEB 99 CHECKED 3, J., -p 3; DR No. SHEET 4 © F.R.C. AP=.*7 ED CITY ENGINEER — R.C.E. No. 25126 2578 OF 9 REMOVE 0.30' OF EXIST PAVING & SUBGRADE, REPLACE WITH 0.30' A.C. HEATER REMIX AND OVERLAY 0.15' OF A.C. F7771 HEADER CUT PER DETAIL ON SHT. 2 ',rr'r ref rr'r r rr r r rr CONSTRUCT 0.45' A.C. OVER COMPACTED NATIVE 2" AC/NATIVE DRIVEWAY OVERLAY 0.15' A.C. GRIND MIN 0.1' VARIABLE THICKNESS TO LANE LINE, ACHIEVE UNIFORM XFALL OVERLAY 0.25' A.C. GRIND 0.15', CONSTRUCT 0.15' A.C. 72271 STREET ADDRESS JOHNEGAN& ASSOCIATES, INC. Consulting Engineers 25814 Business Center Dr., Suite A Redlands, Ca. 92374 (909) 889-0676 (909) 799-8944 E-+ w w a 0 E-+ E-+ 0 a w w U) CITY OF FONTANA, CALIFORNIA PAVEMENT REHABILITATION PROJECT DRAWN SCALE M.E.S. SAN BERNARDINO AVE 1 "=40' DESIGN STA 39+00 TO STA 65+38 DATE F.R.C. FEB 99 CHECKED 3, J., -p 3; DR No. SHEET 4 © F.R.C. AP=.*7 ED CITY ENGINEER — R.C.E. No. 25126 2578 OF 9