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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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12" 18" 12" O O & <br /> R.&D. 21 L.F.t Exist. C.G.&S. <br /> 1w Place 21 L.F.t of New C.G.&S. ®Z <br /> N ° Conform to Replacement sholl be considered as <br /> �� N Planed Surface Lump Sum included in the Minor <br /> M � Concrete Curb, Gutter and Sidewalk <br /> item of work. <br /> 10 Contractor sholl temporarily remove Existing Chain Ld <br /> Link Fence section during working hours and LIJ <br /> 12" O <br /> restore during non—working hours. Removal and U <br /> 6 Place Asphalt Concrete Restoration of fence shall be considered as <br /> (Misc. Areas) 0.50' thick ~ <br /> o' 4' (Min.) Aggregate Subbase, included in the construction Lump Sum Price (n <br /> Class IV. Compacted to a min, at all Minor Concrete Work for Clearing and Grubbing. <br /> o relative compaction of 90% Typical. <br /> z <br /> g CURB AND GUTTER DETAILQ <br /> 0 '' (Streets South of Main Street) 50 L.F.t of 12"0 C.S.P. <br /> Connect Terminal to <br /> N z Existing S.D.I. <br /> n ; °eye 6 <br /> rn <br /> +weo <br /> • <br /> w Match Existing Width 12" 18" 12" Proposed New S.D.I. Retrofit Detectable <br /> S Broom Finish Surface See Storm Drain Detail Warning Surface <br /> W 1-1/2"x3-1/2" Ke 1• Sheet 14 (Truncated Domes) <br /> Conform to Existing v - <br /> ., Unless Poured - Existing ADA Ramp <br /> Concrete Driveways <br /> Monolithic = 3 <br /> Conform to <br /> A5 "' �7 N Planed Surface R.&D. Existing A.C. Rom <br /> 2x_ K, � 9 P -_Existing Front Edge of <br /> 1 Place 4'x6' A.C. romp Sidewalk (Flowline). <br /> 1 Removal and restoration sholl be <br /> _ ' .. . considered as included in the <br /> — p co <br /> 6. 12" Construction Contract Price for <br /> (Typ ) 6w 12" 6. the A.C. Misc. Areas. <br /> 5 No. 5/8" x 24" long steel ii Ir Place Asphalt Concrete <br /> g ppm ( ) S I N C LAIR AVENUE <br /> dowels, reused and wrapped Misc. Areas 0.50 thick <br /> 4' (Min.) A gregote Subbase, <br /> one side through oil expansion at all Minor Concrete Work <br /> v Class IV. ompocted to a min. <br /> joints relative compaction of 90% Typical. <br /> SINCLAIR AVE MAIN STREET <br /> CURB. GUTTER AND SIDEWALK DETAIL N E CORNER IM G <br /> rn rn Sinclair Avenue/Moin Street (N/E Corner) Corrections By <br /> No Changes By <br /> Date 0 <br /> in r m o I�,�l�{if�a <br /> EAST STOCKTON STREETS �'`" g <br /> COUNTY OF SAN JOAQUIN No SCS CONSTRUCTION DETAILS (Various) B S ting The Sit eg worw <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> Enrique Silva 02/07 eC !! 2/0 7 /off A4WI A�lf* ZfsZ/O <br />
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