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* Measurement for Payment shall be made in Linear Feet at Face of <br />Curb (Flowline). <br />Approx Conform at Existing Expansion <br />DP/L ** Joint or Saw Cut and Conform <br />o I LT at Existing Weakened Plane Joint. <br />--'' R & D Exist. CG & S <br />m Install New CG & S (Curb Ramp) <br />D Place Truncated Domes <br />— <br />M at Curb Ramp per <br />RSP A88A (Typical) A <br />+ 8.33% ^, 8.33% <br />(Max.) (Max.) <br />Approx <br />4111.1 P/L <br />I <br />----------------- <br />cn + <br />v 'x <br />— — — — — — — — — — U <br />il <br />7.50' 7.50' Flowline <br />15.0' <br />0 <br />M <br />� A <br />RAMPS NO 1-10 <br />M] <br />Earthwork CG&S <br />Match Exist 1' <br />(4'Min) Lawn <br />(Sod) <br />1' <br />2%---------- <br />57., --------- <br />, <br />4-- (Min.) Aggregate Subbase, Class 4 <br />Asphalt Concrete Compact to a minimum relative <br />(Misc Areas) compaction of 90% (Typical) <br />SECTION A—A <br />Approx Conform at Existing Expansion <br />P/L Joint or Saw Cut and Conform <br />LT at Existing Weakened Plane Joint. <br />R & D Exist. CG & S <br />Install New CG & S (Curb Ramp) <br />Place Truncated Domes <br />at Curb Ramp per <br />RSP A88A (Typical) A <br />Approx <br />P/L <br />- - - - - - - - - - I <br />°°°°°og <br />ooio <br />8.33% o00o N o00 8.33% cn + <br />°°�°°° <br />(Max.) (Max.) v <br />---------- °°°° o°oo°oa x <br />— — — — — — — — — — <br />5.0' Flowline <br />7.50' 7.50' <br />15.0' <br />**Measurement from Approximate �� <br />Property Line (P/L) or from � <br />mark on sidewalk. RAMPS NO 11&12 <br />COUNTY OF SAN JOAQUIN' NO SCALE <br />/DRAWN BY DATE PROJECT ENGINEER I DATE T CHECKED <br />T -INTERSECTION SIDEWALK ACCESSIBILITY IMPROVEMENTS, Sheet No. <br />RAMP LOCATION PHASE 6 5 of 9 <br />T—INTERSECTION RAMP LOCATION SCHEDULE <br />No. <br />Location <br />Quad. <br />*Ramp <br />Location <br />Remarks <br />**LT **RT <br />WOODBRIDGE <br />1 <br />BENEDICT DR RAMBLEWOOD WY <br />NW <br />- <br />12' <br />@ 19362 <br />BENEDICT DR <br />2 <br />WILDERNESS WY GRANDE RIO DR <br />NW <br />- <br />66.2' <br />Between <br />19417 & <br />19429 WILDERNESS WY <br />3 <br />DEL RIO DR GRANDE RIO RD <br />NE <br />- <br />3.5' <br />@ 19418 <br />DEL RIO <br />DR <br />4 <br />BENEDICT DR CRYSTAL CT <br />NW <br />46.3' <br />- <br />Between <br />19245 & <br />19231 BENEDICT DR <br />5 <br />LONESTONE ST SANDSTONE CT <br />NW <br />50.5 <br />- <br />Between <br />18603 & <br />18621- LONESTONE ST <br />6 <br />LONESTONE ST GRINDSTONE ST <br />SE <br />26.8' <br />- <br />@ Address 18543 <br />LONESTONE ST <br />7 11RONSTONE <br />ST GRONDSTONE ST <br />SE <br />21' <br />- <br />@ 18510 <br />IRONSTONE <br />ST <br />RAYMUS VILLAGE <br />8 <br />PUEBLO DR ARAPAHO WY <br />SW <br />26.2' <br />- <br />@ 14701 <br />PUEBLO <br />DR <br />9 <br />PUEBLO DR BLACKFOOT WY <br />NW <br />- <br />40.3' <br />Between <br />14901 & <br />14897 PUEBLO DR <br />BEAR CREEK TERRACE — LOCKEFORD <br />10 IJUNIPER <br />AVE WILDWOOD DR I <br />SE <br />20.1' <br />- <br />14748 <br />JUNIPER <br />AVE <br />COUNTRY CLUB <br />11 ICARLTON <br />AVE MIDDLEFIELD AVE <br />NW <br />- <br />2293 CARLTON <br />AVE <br />12 IMIDDLEFIELD <br />AVE LAKE DR <br />SE 1 <br />26.5' <br />- <br />@ 2206 LAKE DR <br />* Measurement for Payment shall be made in Linear Feet at Face of <br />Curb (Flowline). <br />Approx Conform at Existing Expansion <br />DP/L ** Joint or Saw Cut and Conform <br />o I LT at Existing Weakened Plane Joint. <br />--'' R & D Exist. CG & S <br />m Install New CG & S (Curb Ramp) <br />D Place Truncated Domes <br />— <br />M at Curb Ramp per <br />RSP A88A (Typical) A <br />+ 8.33% ^, 8.33% <br />(Max.) (Max.) <br />Approx <br />4111.1 P/L <br />I <br />----------------- <br />cn + <br />v 'x <br />— — — — — — — — — — U <br />il <br />7.50' 7.50' Flowline <br />15.0' <br />0 <br />M <br />� A <br />RAMPS NO 1-10 <br />M] <br />Earthwork CG&S <br />Match Exist 1' <br />(4'Min) Lawn <br />(Sod) <br />1' <br />2%---------- <br />57., --------- <br />, <br />4-- (Min.) Aggregate Subbase, Class 4 <br />Asphalt Concrete Compact to a minimum relative <br />(Misc Areas) compaction of 90% (Typical) <br />SECTION A—A <br />Approx Conform at Existing Expansion <br />P/L Joint or Saw Cut and Conform <br />LT at Existing Weakened Plane Joint. <br />R & D Exist. CG & S <br />Install New CG & S (Curb Ramp) <br />Place Truncated Domes <br />at Curb Ramp per <br />RSP A88A (Typical) A <br />Approx <br />P/L <br />- - - - - - - - - - I <br />°°°°°og <br />ooio <br />8.33% o00o N o00 8.33% cn + <br />°°�°°° <br />(Max.) (Max.) v <br />---------- °°°° o°oo°oa x <br />— — — — — — — — — — <br />5.0' Flowline <br />7.50' 7.50' <br />15.0' <br />**Measurement from Approximate �� <br />Property Line (P/L) or from � <br />mark on sidewalk. RAMPS NO 11&12 <br />COUNTY OF SAN JOAQUIN' NO SCALE <br />/DRAWN BY DATE PROJECT ENGINEER I DATE T CHECKED <br />T -INTERSECTION SIDEWALK ACCESSIBILITY IMPROVEMENTS, Sheet No. <br />RAMP LOCATION PHASE 6 5 of 9 <br />