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SP4273 - SP4288A
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SP4273 - SP4288A
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Entry Properties
Last modified
7/10/2024 11:03:25 AM
Creation date
1/23/2016 1:07:12 AM
Metadata
Fields
Template:
Small Plans - SP
Project
East Stockton Streets Resurfacing Phase 7
Limits
Gertrude Avenue, Sinclair Avenue (North), Myrtle Street, Coolidge Avenue, Carroll Avenue, Dawes Avenue, Adelbert Avenue, Brown Lane and Sinclair Avenue (South)
Year
2007
Project Engineer
Enrique Silva
Roads Worked
Gertrude Ave., Sinclair Ave., Myrtle St., Coolidge Ave.
Carroll Ave., Dawes Ave., Adelbert Ave., Brown Ln.
Sinclair Ave.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP4273 - SP4288A
Type
Resurfacing
Document Relationships
Adelbert Street (Stockton)
(Message)
Path:
\VAULT MAPS\*CARD CATALOG*\A
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EP Conform Q E.P. <br /> F< <br /> A <br /> The Storm Drain inlet Protection I_ 4' �� 4' 1:1 <br /> unit (Catch Basin Filter) is to _L_ <br /> ------- 7 <br /> remain in place and functioning <br /> from the beginning of the working Conform <br /> days until the end of the project. 12' Min. <br /> xisting Width <br /> S1_0 E TO a D D D D D o SLOPE TO <br /> DIN ° DDD ° ORAIN 0.30' Asphalt Concrete over shaped <br /> D and compacted native material. <br /> TYPE D <br /> Place a catch — Note: Portion of existing concrete driveway from <br /> basin filter Note: edge of pavement to 4' beyond sholl be removed. <br /> Rim elevation of grate A Concrete shall be sow cut to provide a neat straight <br /> o shall be 0.10' below joint at the conform line. Removal of concrete Driveways <br /> 0 y PROTECTION FOR surrounding ground elevation. sholl be considered as included in the contract Lump <br /> g EXISTING DRAINAGE INLET sum unit price for Clearing and Grubbing. <br /> PLAN <br /> In F Concrete Drivewoys <br /> In 38 N. Gertrude Ave. Sto: 41+10t (Rt.) <br /> Z <br /> ; 74 N. Gertrude Ave. Sto: 41+50t (Rt.) <br /> o <br /> ^ m <br /> P.C.C. Approximate 6" Thick <br /> `w Existing or prepare <br /> M Ground18" <br /> — — 4Resurfoced Roadwov <br /> 4' Min. Existing -ill III–III—IIJ= _ – — <br /> _III �–III=III=III 1= 1=III=III=1IF, -Conform 0 E.P. <br /> Surface III=III=III–II Drop III III=III=1i <br /> =III=1T1-1 1 1=11=1 1-1 EP <br /> o Structure Backfill =tll 111=11 Inlet 11 i_ - ---- ___ <br /> –Illi li ,l <br /> o Welded Wire Mesh 4' IR4PR <br /> 6X6—W1.4/W1.4 Min., _L____Note: Concrete R=Conform t <br /> Width (4' Minimum) Set at Flowline 12" existing radii <br /> Set at Flowline <br /> Approximate dimensions used for estimating 15't Min. 12"0 C.S.P. Variable depth Asphalt Concrete <br /> 15't Min. 12"0 <br /> purposes ore available upon request. 3" Min. over existing paved driveway. <br /> 1 (0.079' thick) Invert of pipe T-6•, C.S.P. 0.079 thick <br /> Dimensions and locations ore subject to change opennig to match existing ( ) <br /> at Engineer's discretion. grade (Typ.) SECTION A—ATYPE <br /> —� <br /> PAVEMENT REPAIR DETAIL TYPICAL DRIVEWAYS <br /> rn 18 STORM DRAIN <br /> r <br /> � %"NORD DRAWING <br /> m <br /> O (3 <br /> i <br /> COUNTY OF SAN JOAQUIN NO SCS CONSTRUCTION DETAILS EAST STOCKTON ST1EETS RE§&#M 0rpMAa6hluld verify Sheet No. <br /> ( arious) 'f> > 'nSpecting The Site Of W 14 of 17 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> EnriqueSiCva 02/07 ,p,4ce04/&4., �a7 a1� <br />
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