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R & D Exist. CG&S GENERAL NOTES <br /> Install New CG&S (Typical) <br /> 1. Match new joint and score mark spacing to existing Crack Control Joints whenever possible. <br /> Place Truncated Domes Retaining Curb os necessary 2. It Expansion Joints of beginning at Curb Romp per at back edge of Sidewalk p 9 9 and end of new CG&S. <br /> R.S.P. A88A (Typical) 3. All new CG&S shall conform to the existing flowline elevations, with a straight grade between conforms <br /> Conform at Existing Expansion or with straight grades from each conform to the final SDI elevation. <br /> A Joint or Saw Cut and Conform 4. Existing drainage facilities, fences, water valves, sprinkler heads, trees, shrubs, poles, signs, and CG&S <br /> at Existing Weakened Plane Joint shall remain in place unless otherwise noted on the plans. <br /> 4.0' Min. or Score Mark (Typical) 5. At locations where existing and new CG&S join, a 3' (minimum) to 5' (maximum) transition shall be <br /> - - constructed as necessary to blend different styles of CG&S. <br /> 8.33% rv' 8.33% 6. All CG&S work that is to be removed shall be saw cut and removed to the limits shown on the <br /> °4 • c-) x plans. The cost for saw cutting shall be considered as paid for under the various items of work involved. <br /> (Max.) x:;�'=ti: (Mox.) �' <br /> _ - •'~� - - N " 7. All storm drain inlets, including those being adjusted, shall be protected from liquid runoff sediment <br /> - - - - and chemical pollutant in a manner consistont with the requirements of the National Pollution Discharge <br /> - - - - Elimination System (NPDES) General Construction Permit. <br /> 4.0' Front Edge 8. Any reference to Class B concrete in these Plans or the Special Provisions shall be amended to read <br /> S of Sidewalk "Class 3 concrete". <br /> L (Flowline) <br /> �1 Adjust Existing <br /> U SDI to Final Remove existing curb ramp Ten (10) locations with on existing curb romp that <br /> FL GradeI and place new CG&S to falls outside of the placement area for new ramps <br /> TYPE 3 RAMP I I� I match adjacent existing CG&S shall be removed and replaced with CG&S matching <br /> > BCR I _ + adjacent CG&S at the following locations: <br /> F I II i MINOR CONCRETE (CURB, GUTTER <br /> NI II 1 <br /> R & D Exist. CG&S SIDEWALK REPAIR) SCHEDULE <br /> Install New CG&S (Typical) 1 \\ \ <br /> DPlace Truncated Domes- <br /> at <br /> omes \ \\ \ Dimensions <br /> N of Curb Ram per Retaining Curb as necessary \ \\ \ No. Location Quad. <br /> M R.S.P. A88A (Typical) at back edge of Sidewalk \ \\ \ B L <br /> D \ \\ \ 1 Juniper Avenue/Tully Road NE 27.6' 11.2' <br /> A Conform at Existing Expansion \ \\ \ 2 Juniper Avenue/Tully Rood SE 39.7' 9.5' <br /> MJoint or Sow Cut and Conform \ \\ <br /> 4.0' Min. at Existing Weakened Plane Joint \ \\ 3 Juniper Avenue/Lockewood Lane NW 39.7' 9.5' <br /> 0 <br /> Of Sc re Mork (Typical) \ T - 4 Juniper Avenue/Lockewood Lane NE 39.7' 9.5' <br /> X 5 Coquille Drive/Coquille Court N 36.4' 10.2' <br /> CL <br /> _ v,' q Drive/Coquille E 0.0' 10.3' <br /> f 8.33% ;:��,• iv ;, 8.33% C7 m - _ _ 6 Coquille Drive Co uille Court <br /> - U) T <br /> N En _ 7 Coquille Drive/Oak Knoll Avenue NW 6.0' 11.3' <br /> (Max.) ••• (Max.) N rt _ - <br /> •'~• ••' 8 Coquille Drive/Oak Knoll Avenue SW 0.0' 11.0' <br /> _- - <br /> M 9 Parkdole Drive/Tully Rood NE 33.0' 11.5' <br /> - - C) <br /> 10 Parkdole Drive/Tully Rood SE 31.67 10.7' <br /> N L <br /> Ede <br /> s <br /> v <br /> a ofont Sidewalk CG&S REPAIR DETAIL <br /> � <br /> (Flowline) <br /> TYP E 4 RAMP <br /> r <br /> 71 <br /> Z <br /> O <br /> COUNTY OF SAN JOAQUIN NO SCALE RAMP DETAILS SIDEWALK ACCESSIBILITY PROGRAM Sheet No. <br /> PHASE 4 7 of 11 <br /> DRAWN BY DATE PROJEC ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> '19 06 (Mr <br /> e <br />