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I I 3.0' 4.0' \ U 2.0' 1.0' 6" 10n 1" I I 5% 8.33% _2X �\\� Channel invert shall be a straight grade between flowlines at each conform. The ON,N,% ` channel covering shall be flush with the "\ > concrete curbs to each side. Z D3D PLAN SECTION F—F Existing street sign I I I to remain in place. Existing joint pole, PG&E box, and EMS box to remain in place. Conform at Existing Expansion Joint Center Ramp on Existing business sign or Saw Cut and Conform at Existing existing crosswalk. to remain in place. Weakened Plane Joint or L _ _ J T �1 Score Mark (Typical). _ _ _ _ _ _ _ Place two (2) 1/2" x 12" N \\ 6' 12 0' Steel Plates. Maximum Length Remove existing bollard. 3.0' 3.0' — — — of each plate shall be 6'-0". Existing STOP sign to r— — — F — — I DJ * be relocated by others. Place ' Transition (Typical). v Existing bollard to ° a,✓�� remain in place. Z Existing fire hydrant .,.,. --� to remain in place. — — 0000 000000 ....°°°°°°°°°°°0°0°°0° °�° 000° 00°0000°0000000000 0°00000000°0000 m ^ // 0000000000000000000000000000000 _ x' l.. 0000000000000000000000000000000000 000°00000000 0° 00 O0 N L rt m 0000000000000 000 000 0000 N N to R° x - - cert -- 1 - - Conform at Existing J 4. / �� I � r -1 r Place Truncated Domes at Curb Expansion Joint (Typical). ical . Place Truncated Domes J — lrJ� / L Ramp per R.S.P. A88A (Typical). p ( yp ) / at Curb Ramp per / ExistingJoint Pole and pull J Replace broken R.S.P. A88A (Typical). / box to remain in place. curb and gutter. Existing Flasher Pole and Existing School Walkway rn N STLVMT ST pull box to remain in place. to remain in place. STEWART ST WILSON WAY SWAIN ROAD MIDBLOCK RAMP o (Northeast Corner) (South Side) m z ' o COUNTY OF SAN JOAQUIN NO SCALE SPECIAL RAMP DETAILS SIDEWALK ACCESSIBILITY PROGRAM, Sheet No. PHASE 3 8 of 10 DRAWN BY DATE PROJECh ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE /1 i n w _ .• 1 It .. .