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HomeMy WebLinkAbout2578-9a 0 p w w W ri Cr. FOOTHILL BOULEVARD 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 T.C. = TOP OF CURB T.O.P. = TOP OF PAVEMENT DRIVEWAY DETAIL NTS REVISIONS No. By Date 0 FEW 11190110 City Aprroval I Date Ar,rl' CTl7Irmir` TDAKICITIrIAI a\`---------- `,� - _MAINTAIN FLOW LINE ROTECT IN PLAC MAINTAIN Seal SUBMITTED BY: DATE: VFLoFESs/o �ODR I GUF F No. 29001 r m Exp. 3-31-99 } C N 11- TF OF CAufi[ i FELIPE CABRAL/ .C. . No. 9001 Z CONSTRUCTION NOTES O1 ADJUST EXIST MANHOLES TO GRADE PER CITY STD 109 O2 ADJUST EXIST UTILITY VALVES TO GRADE O3 REMOVE & REPLACE EXIST TRAFFIC LOOPS & HOME RUNS PER CALTRANS STD, 6' DIAMETER, TYPE E, SPLICE SHALL BE METHOD B ONLY G) REMOVE EXIST A.C. DRIVEWAY 7OCONSTRUCT A.C. DRIVEWAY/DRIVE APPROACH, 2" THICK MIN. REMOVE IST 10 SPANDREL,OTING ANDCR CONSTR CT/X -GUTTER AND/ OR SPANDREL AND CURB PER MODIFIED CITY STD 104 SCONSTRUCT HC RAMP PER APWA STD 111-2 12 REMOVE AND REPLACE EXIST CURB & 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 16 CONSTRUCT 4" PCC SIDEWALK 17 TRIM TREE ROOTS AND PLACE ROOT BARRIER SREMOVE AND REPLACE A.C. BERM PER CITY STD 136 20 CONSTRUCT 4" HIGH A.C. ROLLED BERM 22 CONSTRUCT 2" MIN A.C. DRIVEWAY TO HIGH POINT 23 REMOVE AND REPLACE A.C. DIKE AS NECESSARY TO MAINTAIN FLOW LINE SREMOVE EXIST D/W RETURN, CONST HALF DRIVEWAY DEPRESSION PER CITY STD 102 26 CONSTRUCT A.C. DIKE PER CITY STD 136 27 BACKFILL AREA WITH COMPACTED NATIVE AND 2" A.C. AS NECESSARY OCONSTRUCT 6" P.C.C. DRIVEWAY SLAB 29 REMOVE EXIST PCC DRIVEWAY STRIPING NOTES 1-11 12" WHITE STRIPE (CROSSWALKS OR LIMIT LINES) 22 STD PLAN A20A DTL 9 (LANE LINE FOR SPEED ZONES 40 MPH OR LESS) ❑3 STD PLAN A20B DTL 32 (2 -WAY LT LANE) 5] STD PLAN A20D DTL 38 (CHANNELIZING LINE) F 61 STD PLAN A20A DTL 22 (DOUBLE YELLOW) a 4" WHITE STRIPE (50' MIN) F1_1 I STD PLAN A20A DTL 12 (LANE LINE FOR SPEED ZONES 45 MPH OR MORE) STD PLAN A24A TYPE IV ARROW 45 STD PLAN A24C NUMERALS STO P STD PLAN A24D PAVEMENT MARKINGS WORDS AH EAD STD PLAN A24D PAVEMENT MARKINGS WORDS JOHNEGAN &'ASSOCIATES, INC. Consulting Engineers 25814 Business Center Dr., Suite A Redlands, Ca. 92374 (909) 889-0676 (909) 799-8944 T .F' C'_F'. NTl REMOVE EXIST 0.50' A.C. PAVING & SUBGRADE, • • ' • • Fi w w 14 w Q Q H w w w w 0 0 m w w CITY . OF FONTAOIN"A. CALIFORNIA PAVEMENT REHABILITATION PROJECT DRAWN q SCALE M.E.S. SIERRA AVENUE 1 "=40' DESIGN STA 10+00 TO STA 37+02 DATE M.E.S./F.R.C. FEB 99 CHECKED ?OF DR No. SHEET: 9 © F.R.C. APPROVED CITY ENGINEER — R.C.E. No. 25126 2578 OF 9 REPLACE WITH 0.50' A.C. OVER NATIVE HEATER REMIX AND OVERLAY 0.20' A.C. IZ" /Z HEADER CUT PER DETAIL ON SHT. 2 2" AC/NATIVE DRIVEWAY �``, �` x. �`ti, OVERLAY 0.20' A.C. GRIND 0.10' AND INLAY 0.30' A.C. 1'722 STREET ADDRESS Fi w w 14 w Q Q H w w w w 0 0 m w w CITY . OF FONTAOIN"A. CALIFORNIA PAVEMENT REHABILITATION PROJECT DRAWN q SCALE M.E.S. SIERRA AVENUE 1 "=40' DESIGN STA 10+00 TO STA 37+02 DATE M.E.S./F.R.C. FEB 99 CHECKED ?OF DR No. SHEET: 9 © F.R.C. APPROVED CITY ENGINEER — R.C.E. No. 25126 2578 OF 9