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Last modified
7/12/2024 8:52:59 AM
Creation date
1/23/2016 1:02:30 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Colonial Heights Resurfacing Phase 1
Limits
Cortez Avenue, Seville Avenue, Barcelona Avenue, Paloma Avenue, Valencia Avenue, Capistrano Avenue and De Anza Avenue
Year
2006
Project Engineer
Kaila Coppal
Roads Worked
Cortez Ave., Seville Ave., Barcelona Ave., Paloma Ave.
Valencia Ave., Capistrano Ave., De Anza Ave.
Red Lines
No
Supplemental fields
Cross Ref
SP4109 - SP4128
DocCategory
Improvement Plans
Type
Resurfacing
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Place Truncated Domes <br /> at Curb Ramp per <br /> R.S.P. A88A (Typical). <br /> A R & D Exist. C.G. & S. <br /> Install New C.G. & S. (Typical). <br /> a.o' Min. Retaining Curb <br /> Widen Sidewalk 4.0' Min. Retaining Curb as necessary as necessary. <br /> as required. at back edge of Sidewalk. <br /> 2%7+ <br /> ---- <br /> 8.33% 8.33 <br /> (Max.) j (Max.) "X <br /> -- <br /> ----- rt sw <br /> -------- ------ SECTION A-A <br /> Front Edge <br /> of Sidewalk) Conform at Existing Expansion <br /> (Flowline). Joint or Saw Cut and Conform <br /> at Existing Weakened Plane Joint <br /> or Score Mark (Typical). <br /> N A <br /> 0 <br /> 0 <br /> i <br /> TYPE 1 RAMP <br /> o v <br /> Maximum Payment Back of Walk <br /> o m Width for Lawn (Sod) <br /> = z Retrofit Detectable <br /> i D Match Existing Width „ <br /> D m —� 1'-6 12 18 12 Warning Surface W W <br /> Broom Finish Surface Exist. Joint Pole to <br /> Install Lawn (Sod) I cn for locations y <br /> o .. o remain. Pole shall be <br /> 1-1/2"x3-1/2" Key 1 See Sheet 18 <br /> as required to restore Conform to Existing Unless Poured double wrapped in <br /> 0 adjacent areas. Concrete Driveways Monolithic I a' W expansion joint material <br /> 0 � �� w o, ! rt Conform to W prior to placement of <br /> Planed Surface <br /> v ►�_ concrete sidewalk. <br /> rt 2x_ yy y� <br /> f Proposed <br /> ,,: <br /> • or existing y <br /> �{ 6" <br /> 12" ` • �`' ADA Ramp <br /> (TYP ) 6" 12" 6" <br /> Place Ashalt Concrete <br /> �► 5 No. 5/8" x 24" long stee P <br /> dowels, greased and wrapped 4' (Min.) Aggregate Subbase, (Misc. Areas) 0.50 thick Proposed <br /> one side through all Class IV. Compacted to a min. at all Minor Concrete Work C &G. Proposed P.C.C. <br /> . <br /> expansion joints relative compaction of 90% Typical. Sidewalk <br /> m <br /> CURB, GUTTER AND SIDEWALK DETAIL <br /> JOINT POLE DETAIL <br /> m <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN No SCALE CONSTRUCTION DETAILS COLONIAL HEIGHTS RESURFACING PHASE 1 Sheet No. <br /> Various 16 of 20 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CH CKED DATE I APPROVAL REC MMENDED DATE <br /> Enrique Sifva 06/06 <br />
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