|
M
<br /> 'ON 133HS 83MV80 3WVN 3113
<br /> 25'-30' RAW 25'-30'
<br /> r Adjust 18" Frame and Grate 4' 4'
<br /> Const. �—
<br /> New CG&S
<br /> 2'
<br /> r
<br /> Limits of Clearing and Grubbing
<br /> 6" Dio Drain hole (Typ) A--Reconstruct 18" Storm Drain Inlet Catch basin
<br /> i 8.33% �� Sidewalk _8.33% 4.5'
<br /> 1 ' 7.5' 13' 13' 7.5' 1 «--��-r__ r<__«--��-r=_�r<-z�'- Max N
<br /> J 3 1 (Typ)
<br /> 6" (Min) 1-1/2" X 3/4" Clean Crushed
<br /> Soil Stabilization Fabric Rock Under New 18" Storm Drain Inlet
<br /> Catch basin
<br /> isaw Cut
<br /> Conform to lip of utter 12" (Typ) J L�Iisting 12" Dia RCP Driveway C
<br /> p 9 (Typ) to remain in place Conform
<br /> i
<br /> vU`"
<br /> _
<br /> Var. Var. _ --------------------- 60 0() 17'
<br /> D O p �Oo
<br /> -----------
<br /> 2' DEPRESSED DRIVEWAY DETAIL
<br /> Soil Stabilizing Fabric 0.50' Asphalt Concrete 4" (Min) Aggregate Subbase, Class IV Mendocino Avenue — Sta 33+49 Lt
<br /> Under New Sidewalks (Typ)
<br /> Gutter, and 0.75' Class 2 Aggregate Base
<br /> Sidewalk > 18" STORM DRAIN INLET MODIFICATION DETAIL
<br /> 3' 7.5'
<br /> TYPICAL SECTION Driveway Back of Sidewalk
<br /> Conform 2'-0"6" 2'-0" '—
<br /> 1'-0"
<br /> Mendocino Avenue: Sto 17+91 to Sto 34+53 —4'— — — — — — vOr 2% 6„
<br /> Monterey Avenue: Sta 0+ 14 to Sto 8+ 14 Broom Finish
<br /> Wallace Avenue: Sta 0+ 15 to Sta 11 +33 At Returns 3" 4" P.C.C, with
<br /> 6" X 6"—W1.4' X W1.4'
<br /> >k Score Mark If Monolithic Pour— 1 1/2" Welded Wire Fabric over 4" Min „
<br /> (Mendocino Avenue and Monterey Avenue: Construction � = R/W �, ver, Slope 1/4" per 1' � (Min) SECTION C—C 3/4 1 1/2"
<br /> Wallace Avenue: Construction is 1 ' Rt. of R/W 4„ + 4, .. +: Aggregate Subbase, Class Iv Depressed Driveway
<br /> r � .
<br /> 6■ Depressed Driveway shall be paid for as Minor Concrete
<br /> GENERAL NOTESJ- (Curb, Gutter and Sidewalk) item of work,
<br /> 6" 12"
<br /> 1. Existing drainage facilities, fences, water valves, frames and covers, too
<br /> (Typ)
<br /> water meters, trees, shrubs, curb, gutter and sidewalk shall remain in place o Conform to back of sidewalk
<br /> io NOT A6 Seven —5/8" x 24" long steel
<br /> unless otherwise noted on the Plans. I I 4" (Min) Aggregate Subbase, dowels, greased and wrapped one (Expansion Joint Ke to sidewalk or
<br /> N N Class IV Under New Sidewalks (Typ) side through every expansion joint. New Curb, Gutter & Sidewalk ( " ) y
<br /> 2. At locations where new Curb, Gutter and Sidewalk conforms to existing, Reflective Sheeting Sign dowel 0 36 max intervals.
<br /> Curb, Gutter and Sidewalk shall be constructed with 'a 3' transition State of California Highway CURB, GUTTER AND SIDEWALK DETAIL — — — — — — — — — — — — —and expansion joint. Code (W53) (24 X 24 ) — — —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 c o 1. Construct expansion joints at 200' maximum intervals, at ends of ° ' ,
<br /> of work. a • curb returns, and at each side of fixed objects. a,
<br /> • 2, Transverse weakened plane joints shall be constructed at 12' ° :0:
<br /> I
<br /> • r Sign Support System (Typ.): maximum intervals. � . -H
<br /> 4, Asphalt Concrete shall be placed in 2 layers of 0.25 thickness. o o • „ „ < C —L
<br /> 1 1 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 an exposed sub rade at time. i• . Tubing w/Penetrator Anchor 4. Curb, gutter and sidewalk shall have a fine broom finish. 4" P.C.C. with `
<br /> p 9 y • (Contact: S.J. County Traffic Maintenance 6" X 6"—W1.4' X W1.4'
<br /> •
<br /> 6, All exposed subgrade shall be covered with Soil Stabilization Fabric and a Qivision (209) 468-3088 for approved Welded Wire Fabric over 4" (Min)list of vendors Existing Driveway
<br /> minimum of 6" of Class 2 Aggregate Base at the end of each working day. ) Aggregate Subbase, Class IV Width
<br /> 9 Y • Conform and place
<br /> 7. Sprinkler relocation as required for concrete work will be done by contractor • Expansion Joint (Typ)
<br /> prior to sidewalk work. Payment for this shall be considered as included to DRIVEWAY DETAIL
<br /> in the Minor Concrete (Curb, Gutter and Sidewalk) item of work. iv
<br /> 8. All improvements within the Minor Concrete (Curb, Gutter, and Sidewalk) work i
<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. TYPICAL SIGN
<br /> Retaining curb at I
<br /> 9. All storm drain inlets shall be protected from liquid runoff sediment and Fedge of sidewalk
<br /> chemical pollutant in a manner consistent with the requirements of the National ROADSIDE SIGNS DETAIL
<br /> Pollution Discharge Elimination System (NPDES) General Construcion Permit.
<br /> 8.33% N vi ,.
<br /> 10. Prior to commencing any work, it shall be the contractor's responsibility to have Face of I Max� � '� 'o,
<br /> each utility company locate in the field their main and service lines, The contractor curb (Typ) ) 9
<br /> shall notify the members of the Underground Service Alert (U.S.A) 48 hours in �� ( YP) Face of o
<br /> advance of performing excavation work, sign relocation work by calling the toll—free , ` Mox 10% Max curb ° y'M,
<br /> number 1-800-227-2600. a at curb 10% Max
<br /> 11. The Contractor shall field verify all utility locations and depths. Water and gas lines at curb
<br /> Jr. Q?
<br /> are shown at approximate locations on plans. It shall be the Contractor's 6' 4' 6'
<br /> sole responsibility to protect all existing utilities, so that no damage results to them +"� Place Truncated Domes Min
<br /> during the performance of this contract. The contractor shall be required to cooperate at Accessibility Ramp per y w
<br /> with other contractors and utility companies installing new structures, utilities, and Jo Ql RSP A88A (Typ)
<br /> D
<br /> services to the project, u �� B Place Truncated Domes a
<br /> / _J at Accessibility Ramp per
<br /> CURB RAMP TYPE 2 RSP A88A (Typ) p
<br /> Place a catch Flowfine
<br /> basin filter CURB RAMP TYPE 1 �" 27. CURB RAMP TYPE 3
<br /> The Storm Drain inlet Protection 4.0' Min. Retaining Curb p
<br /> unit Catch Basin Filter is to I"e os necessary w
<br /> Sys Romp Lip Dstcil. Ma SMN
<br /> remain in place and functioning � _ Existing Top of Curb Existing Flowline �
<br /> from the beginning of the working 1 la 57-
<br /> a 2%
<br /> days until the and of the project. 2% -- �— Var 2.5' 4.0' 10'
<br /> 8.33% 6" Place _� r _
<br /> (Min) Truncated i No%�
<br /> 6»� Domes
<br /> PROTECTION FOR 35" Z
<br /> 3.5" RAMP LIP DETAIL ACTION D—D o
<br /> EXISTING DRAINAGE INLET DETAIL SECTION A—A SECTION B—B AT FLOWLINE N
<br /> w
<br /> ACCESSIBILITY RAMPS DETAILS 3
<br /> w
<br /> a
<br /> Z
<br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SCALE TYPICAL SECTION DETAILS AND WEST COUNTRY CLUB RECONSTRUCTION SHEET TOTAL 0
<br /> ( 11/06 COUNTY OF SAN JOAQUIN
<br /> 2`vslriro O fffl r 3/07 ' - i. � /'res y/r���� NONE GENERAL NOTES PHASE 3 ' 2 SHEETS a
<br /> FILE NAME DRAW R SHEET No. ACAD REVISIONS DATE
<br /> \mo�ct\ 67"'�r a•�TPw.\
<br /> •x a P16J. WwVcc•rrr nm
<br />
|