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P.L. <br />W <br />O 2„ <br />.. I CASE 1 :SIDEWALK AND PARKWAY <br />--J W=5' ON ARTERIAL STREETS P.L. <br />W=5' ON LOCAL STREETS <br />I <br />O8 1 2 4 6 7 <br />vi?YJ:Ya`Ya` 'T WS <br />i . <br />rl>I&SE 2: SIDEWALK AND PARKWAY <br />W=8' ON ARTERIAL STREETS <br />W=4' ON LOCAL STREETS P.L. <br />W <br />O <br />SLOPE'. <br />GASE 3 : FULL -WIDTH SIDEWALK <br />W=FULL WIDTH SIDEWALK IN COMMERCIAL <br />ZONES & AS DIRECTED BY THE ENGINEER <br />O STANDARDS ALL BE CLASS <br />520-C-2500, CONFORMING TO SUBSECTION 201-1 OF THE <br />2O SIDEWALK THICKNESS = 4" <br />(SEE ALLEY APRON AND DRIVEWAY APPROACH STANDARD PLANS FOR THICKNESS.) <br />OPROVIDE 1/4" THICK EXPANSION JOINTS PER SECTION 303-5.4.2 OF THE STANDARD <br />3 SPECIFICATIONS AT THE BC AND EC OF ALL WALK RETURNS, AROUND ALL UTILITY <br />POLES. EXPANSION JOINT MATERIAL SHALL CONFORM TO SUBSECTION 201-3.2 OF THE <br />OTRANSVERSE WEAKENED PLANE JOINTS SHALL BE PROVIDED PER SECTION 303-5.4.3 OF <br />THE STANDARD SPECIFICATIONS. <br />OCONSTRUCT 3'X3' TREE WELLS AT BACK OF CURB PER STD. PLAN NO. 1124 AND AS SHOWN <br />ON PLANS. FOR LARGE TREES EXTEND THE TREE WELLS AS DIRECTED BY THE ENGINEER. <br />OPRESERVE HISTORIC CONCRETE FEATURES. CONTRACTOR SHALL COORDINATE REMOVALS IN <br />THE CIVIC CENTER/DOWNTOWN AREA WITH THE ENGINEER TO ENSURE PRESERVATION OF <br />HISTORIC FEATURES. <br />O LANDSCAPE PER PARKWAY IMPROVEMENT GUIDELINES FOR CASE 1 AND 2. Tloy <br />GP <br />WHERE THERE ARE RIGHT-OF-WAY OR OTHER CONSTRAINTS, WIDTH "W" q <br />JFi <br />OMAY BE ADJUSTED AS DIRECTED BY THE ENGINEER. W <br />'ay'14, I. CITY OF SANTA ANA o <br />PUBLIC WORKS AGENCY loaOU /N' <br />STD.PLAN <br />SIDEWALK DETAILS NUMBER <br />1104 <br />