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v <br />Face of <br />Curb <br />A� <br />BCR' 1 <br />Face of <br />Curb <br />i�<� <br />BCRi <br />(Beginning of Radius is the most <br />Westerly Side of the intersection.) <br />RAMP DIMENSION SCHEDULE <br />No. <br />Location <br />Quad. <br />Type <br />Ramp DimensionsB C L <br />1 <br />Augusto St./Jordan Ct. <br />NE <br />2 <br />12.8 15+52 23.8 <br />2 <br />Augusta St./Lori Ct. <br />NW <br />2 <br />11.7 18+48 23.7 <br />3 <br />Indiana St./Walden St. <br />NW <br />1 <br />9.1 19.5 20.7 <br />4 <br />Indiana St./Wolden St. <br />NE <br />1 <br />10.6 23.1 21.3 <br />5 <br />Indiana St./Walden St. <br />SW <br />2 <br />13 9+68 24 <br />6 <br />Indiana St./La Salle Dr. <br />NW <br />2 <br />11.9 12+46 28 <br />7 <br />Indiana St./Lo Salle Dr. <br />SW <br />1 <br />11.2 21.7 24.6 <br />8 <br />Indiana St./La Salle Dr. <br />SE <br />1 <br />8.6 21.5 23.7 <br />9 <br />Indiana St./Gilbeau Ct. <br />NW <br />2 <br />12.7 22+49 23.7 <br />10 <br />Indiana St./Gilbeau Ct. <br />SW <br />1 <br />9.2 18.8 19.4 <br />11 <br />Indiana St./Gilbeau Ct. <br />SE <br />1 <br />14.3 25.9 25.3 <br />X * Measurement for Payment shall be made in <br />M Linear Feet at Face of Curb (Flowline). <br />X Refer to this sheet for 8, C, and L. <br />CP D <br />M <br />O <br />COUNTY OF SAN JOAQUIN <br />— Place Truncated Domes <br />TYPE 2 RAMP of Curb Romp per <br />R.S.P. A88A (Typical). <br />R & D Exist. C.G & S. <br />Install New C.G. & S. (Typical).4.:?A <br />Retaining Curb as necessary <br />at back edge of Sidewalk. <br />8.33% 8.33% <br />(Max.) o000 (Max.) - !� <br />0 000000.00.0_ % <br />Front Edge <br />6" min.—A - 4.0� of Sidewalk <br />m8" max. clearonde (Flowline). <br />LII <br />M B <br />a C=Sta. Conform of Existing Expansion - <br />q Joint or Sow Cut and Conform <br />Romp at Existing Weakened Plane Joint <br />or Score Mork (Typical). <br />A <br />RECORDDitAWil,', <br />Corrections By - <br />N) Changes By R • [30(ts <br />10 / ti ob <br />y Person Using This Drawing Should- Verity <br />information By inspecting The Site Of'; 'V -min. <br />* 8" max. clearance <br />Retaining Curb <br />as necessary. <br />2% <br />6" <br />SECTION A -A <br />* Type 3 Romp = 5' <br />NO SCALE RAMP DIMENSION SCHEDULE <br />AND RAMP DETAILS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />L poi / �b'd e�rl� 6 ��� <br />Face of curb <br />' 6" min. <br />000 8" max. clearance <br />Expansion Joint on existing romp <br />Place Truncated Domes <br />of Accessibility Romp per <br />RSP A88A. Place panels (3' X 2' each) <br />on either side of Expansion Joint. <br />EXISTING RAMP RETROFIT <br />BCR <br />' R & D Exist. C.G.&S. Place Truncated Domes <br />00 I; ��� �� Install New C.G.&S. at Curb Romp per <br />(Typical). R.S.P. A88A (Typical). <br />Retaining Curb as <br />_ �' necessary of bock <br />�o�"� 9 edge of Sidewalk. <br />o o oo <br />Front Edge(A <br />'p0, �` of Sidewalk <br />9 <br />�O (Flowline). <br />4.5' <br />TYPE 1 RAMP <br />AUGUSTA STREET AND INDIANA STREET I Sheet No. <br />RESURFACING 7 of 10 <br />