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SP4442 - SP4465
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Last modified
7/12/2024 8:10:23 AM
Creation date
1/23/2016 1:11:45 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Lincoln Village Streets Resurfacing
Limits
Culpepper Place, Douglas Road, Vicksburg Place, McClellan Way, Seward Way, Cameron Way, Stanton Way and Greeley Way
Year
2008
Project Engineer
Kaila Cappal
Roads Worked
Culpepper Pl., Douglas Rd., Vicksburg pl., McClellan Wy.
Seward Wy., Cameron Wy., Stanton Wy., Greeley Wy.
Red Lines
No
Supplemental fields
Classification
Record Drawings
Cross Ref
SP4442 - SP4465
Type
Resurfacing
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Limits oflClearing & Grubbing_ <br /> Limits of g17 1 g 2 Existing Driveway Culverts mum -- ►{ Existing <br /> i r Clearing and Grubbin 4' Minimum Surface <br /> I��8 -116 0 Exist. Curb, Gutter r �'I� covered with AC <br /> # 8 -11 6 �'' c remain in place <br /> i OP and Sidewalk r <br /> to remain in place <br /> ___ vor --— . 0.50" Asphalt <br /> LvConcrete <br /> Grading Plon-- � ---� 7Gradingg Plane O .M Existing Curb, Gutter <br /> LONGITUDINAL PLANING DETAIL and Sidewalk to remain in place PAVEMENT REPAIR DETAIL <br /> Note: Width (4' minimum). Approximate dimensions <br /> (All Streets) LONGITUDINAL PLANING DETAIL used for estimating purposes are availoble upon <br /> P M 0.17' Culpepper Place: (Sta: 00+18 to Sta: 11 +76) request. Dimensions and locations ore subject to <br /> AT DRIVEWAY CULVERTSthan a g of Eng'neer"s discretion. <br /> v, NOTE: Contractor is to plane oil Asphalt s <br /> oConcrete Pavement adjacent to Gutter Lip (All Streets) <br /> to o depth of 0.08' below the Ginter Lip. <br /> o g Maximum Payment <br /> ' Width for Lawn (Sod) — <br /> m ' <br /> ,o zMatch Existing Width i <br /> o --.-�V-6" 12" 18" 12" <br /> Broom Finish Surface <br /> Place Lawn (Sod) � 1-1/2"x3-1/2" Key 1^ E <br /> 9 as required to restore Conform to Existing Unless Poured <br /> adjacent areas. Concrete Driveways Monolithic ar n <br /> 045 w ! Conform to <br /> ro �> Planed Surface <br /> 2Z- <br /> yy y Place catch <br /> • . � �� � L 1 I +. basin filter <br /> c N ��. • . o+ Nele- <br /> �� The Storm Drain inlet Protection <br /> (Typ.) 12" unit (Catch Basin Filter) is to <br /> 6" 6"� L.- Place Asphalt Concrete remain in place and functioning <br /> 5 No. 5gre x 24" long steel from the beginning of the working <br /> dowels, greased and wrapped �- 4' (Min.) Aggregate Subbase, (Mist. Areas)Concrete <br /> thick days until the end of the project. <br /> v, one side through all Class IV. Compacted to a min. at all Minor Concrete Work <br /> v expansion joints relative compaction of 90% Typical. PROTECTION FOR <br /> 0 <br /> F CURB, GUTTER AND SIDEWALK DETAIL EXISTING DRAINAGE INLET <br /> - R. & D. Existing Curb, Gutter and Sidewalk. Place New Curb, <br /> i Gutter and Sidewalk as directed on the plans. <br /> 0 <br /> COUNTY OF SAN JOAQUINNO SCALE CONSTRUCTION DETAILS LINCOLN VILLAGE STREETS RESURFACING Sheet No. <br /> DRAWN BY I DATE I PROJECT ENGINEER DATE CHECKED /DATE I APPROVAL RECOM ENDED I DATE (Various) 22 of 24 <br /> EnriqueSilva 09/0711" ffteng�f <br />
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