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'ON 133HS 83MV80 3WVN 3113
<br /> 25'-30' R/W 25'-30'
<br /> r Adjust 18" Frame and Grate 4' 4'
<br /> Const
<br /> New CGdcS
<br /> 2'
<br /> Limits of Clearing and Grubbing
<br /> 6" Dia Drain hole (Typ) econstruct 18" Storm Drain Inlet Catch basin
<br /> 8.33%_ �� Sidewalk -8.33% 4.5'
<br /> 1 7.5' 13' 13' f 7.5' 1 --�'-l'--- '---'-'--- --- Max N
<br /> 1 (Typ)
<br /> Me 6" (Min) 1-1/2" X 3/4" Clean Crushed
<br /> Soil Stabilization Fabric Rock Under New 18" Storm Drain Inlet
<br /> I Catch basin -��--� '--- - --- -�--�->_---------�y---�
<br /> 12" (Typ) J `Existing 12" Dia RCP Drivewa C Saw Cut
<br /> Conform to lip of gutter (Typ) to remain in place Conform
<br /> Var. Var. _ ------------- 17
<br /> 2' DEPRESSED DRIVEWAY DETAIL
<br /> Soil Stabilizing Fabric 0.50' Asphalt Concrete 4" (Min) Aggregate Subbase, Class IV
<br /> Under New Sidewalks (Typ) (Mendocino Avenue — Sta 33+49 Lt)
<br /> Sdewskut(TYF) and 0.75' Class 2 Aggregate Base 18" STORM DRAIN INLET MODIFICATION DETAIL
<br /> 3' 7.5'
<br /> TYPICAL SECTION Driveway Back of Sidewalk
<br /> Conform—4'-6" 1'-0" 2'-0" 2'-0"
<br /> Mendocino Avenue: Sto 17+91 to Sta 34+53 — — — — — va_ r — 2% 6"
<br /> Monterey Avenue: Sta 0+ 14 to Sta 8+ 14 Broom Finish
<br /> Wallace Avenue: Sto 0+ 15 to Sta 11 +33 At Returns 3" 4" P.C.C. With
<br /> 6" X 6"-W 1.4' X W 1.4'
<br /> �k Score Mark If Monolithic Pour— 1 1/2" Welded Wire Fabric over 4" (Min) SECTION C-C » 1 1
<br /> (Mendocino Avenue and Monterey Avenue: Construction = R/W �, Var, slope 1/4" per 1 ' /2"
<br /> Wallace Avenue: Construction is 1 ' Rt. of R W r` , Aggregate Subbase, class N Depressed Driveway 3/4
<br /> Y
<br /> 10..1 +' + 6" Depressed Driveway shall be paid for as Minor Concrete
<br /> GENERAL NOTES J_ (Curb, Gutter and Sidewalk) item of work.
<br /> 1. Existing drainage facilities, fences, water valves, frames and covers, Fol (Typ)
<br /> water meters, trees, shrubs, curb, gutter and sidewalk shall remain in place , NOT A 6" 6" » Conform to back of sidewalk
<br /> ID to THROUGH " Seven -5/8 x 24 long steel
<br /> unless otherwise noted on the Plans. I I STREET 4 (Min) Aggregate Subbase, dowels, greased and wrapped oneEx(Expansion Joint Ke
<br /> N N • Class IV Under New Sidewalks (Typ) side through every expansion joint. New Curb, Gutter & Sidewalk ( p ) y to sidewalk or
<br /> 2. At locations where new Curb, Gutter and Sidewalk conforms to existing, • Reflective Sheeting Sign dowel ® 36" max intervals.
<br /> Curb, Gutter and Sidewalk shall be constructed with a 3' transition State of California Highway CURB, GUTTER AND SIDEWALK DETAIL — — — — — — — — — — — — — —
<br /> and expansion joint, • Code (W53) (24 X 24 ) - — — — — — — — — — — — — -
<br /> • or as required by S.J. Co. NOTES:
<br /> 3. All driveway part circle culverts shall be removed and disposed of, and ; Public Works Dept.
<br /> payment shall be considered as included in the Roadway Excavation item c5 • 1. Construct expansion joints at 200' maximum intervals, at ends of ° 44
<br /> of work, .0 ; curb returns, and at each side of fixed objects. ,' ' a,
<br /> 0 • 2. Transverse weakened plane joints shall be constructed at 12' c I
<br /> p p y R • r Sign Support System (Typ.): maximum intervals. ° `
<br /> 4, Asphalt Concrete shall be laced in 2 layers of 0.25 thickness, : o »
<br /> • 2 X 2 Square Perforated Steel 3, All radii are 3/4 unless otherwise noted.
<br /> 5. No truck traffic shall be allowed on the exposed subgrade at any time, i• • Tubing w/Penetrotor Anchor 4, Curb, gutter and sidewalk shall have a fine broom finish. 4 P.C,C. with
<br /> • (Contact: S.J. County Traffic Maintenance 6 X 6"-W1,4 X W1.4
<br /> 6. All exposed sub rode shall be covered with Soil Stabilization Fabric and a ; Qivision (209) 468-3088 for approved Welded Wire Fabric over 4" (Min)
<br /> p g list of vendors) Aggregate Subbase, Class IV - Existing Driveway
<br /> minimum of 6" of Class 2 Aggregate Base at the end of each working day. Width - Conform and place
<br /> 7. Sprinkler relocation as required for concrete work will be done by contractor DRIVEWAY DETAIL Expansion Joint (Typ)
<br /> prior to sidewalk work. Payment for this shall be considered as included
<br /> in the Minor Concrete (Curb, Gutter and Sidewalk) item of work. N •
<br /> 8. All improvements within the Minor Concrete (Curb, Gutter, and Sidewalk) work ;
<br /> limits shall be saw cut or removed to the limits shown on the Plans. Payment for this
<br /> shall be considered as paid for under the various items of work involved.
<br /> TYPICAL SIGN � Retaining curb at
<br /> 9. All storm drain inlets shall be protected from liquid runoff sediment and edge of sidewalk I
<br /> chemical pollutant in a manner consistant with the requirements of the National
<br /> Pollution Discharge Elimination System (NPDES) General Construcion Permit. ROADSIDE SIGNS DETAILhi
<br /> p
<br /> �I11 8.33% sc '
<br /> 10. Prior to commencing any work, it shall be the contractors responsibility to have Face of o
<br /> Max N N �; ,
<br /> each utility company locate in the field their main and service lines, The contractor curb Max
<br /> J 9
<br /> shall notify the members of the Underground Service Alert (U.S,A) 48 hours in 2g it (Typ) Face of o
<br /> advance of performing excavation work, sign relocation work by calling the toll-freeMax 10% Max curb r• M
<br /> number 1-800-227-2600. at curb
<br /> 10% Max 0�+1
<br /> 11 . The Contractor shall field verify all utility locations and depths. Water and gas lines at curb
<br /> are shown at approximate locations on plans. It shall be the Contractor'sy, 6' 4' 6'
<br /> sole responsibility to protect all existing utilities, so that no damage results to them +`� Place Truncated Domes Min J „�
<br /> during the performance of this contract. The contractor shall be required to cooperate at Accessibility Romp per q w
<br /> with other contractors and utility companies installing new structures, utilities, andJo
<br /> services to the project. ��Ql A RSP A88A (Typ) Place Truncated Domes
<br /> 0
<br /> U1. ���ll`��JJ at Accessibility Ramp per a
<br /> CURB RAMP TYPE 2 RSP A88A (Typ) ;
<br /> Place a catch Flowline -
<br /> basin filter CURB RAMP TYPE 1 2% CURB RAMP TYPE 3 of
<br /> e• 57-
<br /> Not ~
<br /> N
<br /> The Storm Drain inlet Protection 4.0' Min. Retaining Curb ' Z
<br /> unit Catch Basin Filter is to as necessary v
<br /> Sss Ramp Lip Detail, this Shsst t,J
<br /> remain in place and functioning c' Existing Top of Curb �
<br /> from the beginning of the working 1' 0 Sq� `2% 2.5' 4.0' Existing Flowline m
<br /> days until the end of the project. 2% c -C. Vt°F� �1.0 I D
<br /> 6.33% -_ 111 -
<br /> 6 Place y
<br /> (Min) Truncated -- s% v
<br /> PROTECTION FOR � 6 Domes 35" Of
<br /> 3.5 RAMP LIP DETAIL SECTION D—D
<br /> EXISTING DRAINAGE INLET DETAIL SECTION A—A SECTION B—B AT FLOWLINE
<br /> W
<br /> ACCESSIBILITY RAMPS DETAILS 3
<br /> �.i
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<br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL
<br /> a 11/06 COUNTY OF SAN JOAQUIN SCALE TYPICAL SECTION , DETAILS AND WEST COUNTRY CLUB RECONSTRUCTION, NO. SHEETS
<br /> �oshirn C 3/07 '�', 4/1f�o y/"/O7 /J�i /'�A5 y/��� N O N E GENERAL N 0 TE S PHASE 3 X
<br /> 2 12 a
<br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE
<br /> •=3 PM1KA\0w\•0C 0 11W M.,
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