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SP6802 - SP6813
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Last modified
7/8/2024 10:52:34 AM
Creation date
8/14/2023 4:06:36 PM
Metadata
Fields
Template:
Small Plans - SP
Project
Sidewalk Accessibility Improvements 2016-2017
Limits
Various Locations in Colonial Heights, Country Club, Flag City, Lincoln Village, Lockeford & Thornton
Year
2017
Project Engineer
Ryan Yamada
Red Lines
No
Project #
240004
Districts
District 1
District 2
District 3
District 4
Supplemental fields
Cross Ref
SP6802 - SP6813
DocCategory
Improvement Plans
Type
Sidewalk Accessibility Improvements
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b <br />etch <br />NOTE: <br />The Storm Drain Inlet Protection Unit (Catch Basin Filter) <br />is to remain in place and functioning from the beginning <br />of the working days until the end of the project. <br />Place DWS at Curb <br />Ramp per RSP A88A <br />(Typ) <br />(Max) <br />R & D Exist CC&S <br />Install New CG&S (Typ) <br />of curb <br />6" min <br />8" max clearance <br />' Place Detectable Warning Surface at <br />G curb return accessibility ramp per SP <br />A88A, Case A or Case C. <br />Grind Lip if necessary. See Modify <br />Existing Curb Ramp Detail (Grind Lip). <br />REfRQFIT DETECTABLEF <br />WASHING SUE DETAIL <br />NOTEt <br />Ramp must be retrofitted to install a prefabricated, <br />cast—in—place detectable warning surface the in fresh <br />concrete. Existing concrete to be sawcut and removed <br />at weakened plane joints. Two 5/8"02" steel dowels <br />must be installed on each side of the opening, with c <br />minimum 4" embedment into the existing concrete. <br />Retaining Curb as necessary <br />at back edge of Sidewalk <br />Conform at Exist Expansion Joint <br />or Saw Cut and Conform at <br />5.o' Existing Weakened Plane Joint or <br />Score Mark (Typ) <br />7.5% <br />s (Max) <br />----- <br />----- <br />SS Front Edge of <br />Ramp - \ Curb (Flowline) <br />� Adjust SDI FMG to <br />Final FL Grade <br />TYPICAL MIDBLQCK RAMP DETAIL <br />C©LINTY OF SAN JOAQIIIN � No SCALE <br />Ryan Yamada 497 <br />See Sheet 11, Vertical Curb, <br />Gutter and Sidewalk Detail <br />Adjust SDI F&G to <br />Final FL Grade <br />Expansion joints <br />per SJCo Std <br />Drawing R-11 <br />Front Edge ofd <br />Sidewalk (Flowline) <br />— 6"--}--Truncatedy <br />(Min) Domes <br />Grinding <br />Limit <br />MQQIFY EXISTING CURB RAMP DETAIL <br />(GRINQ LIP) <br />NOTEt <br />Locations with existing lip will be ground to flush <br />transitions at face of curb ramp. Grinding lip will <br />take place prior to installing truncated domes. <br />Conform at Exist Expansion Joint or Saw <br />Cut and Conform at Existing Weakened <br />Plane Joint or Score Mark (Typ) <br />R & D Exist CG&S <br />InstalU New CG&S <br />(TYP) <br />Place DWS at Curb <br />Ramp per RSP <br />A88A (TYP) <br />Retaining Curb as <br />necessary at back <br />edge of Sidewalk <br />TYPICAL, C©RNER RAMP QETAIL <br />Sheet No. <br />10 of 12 <br />
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