Resolutions-1997-021

if | aes + * VERIFY SIDEWALK WIDTHS IN DESIGN STANDARDS CHAPTER 2 VARIES * Ly VARIES w/2 W/2 VARIES + SURVEY BASELINE —4 ASTROTURF DRAG FINISH 6” INTEGRAL CURB | 1/2” PER FOOT 2 ns ~—, “oo —_f ; —_—_— i + ~ ot. ST l SIDEWALK a a 2 + a- —. ae a Lt SUBGRADE TO BE SCARIFIED TO A DEPTH OF 6” AND RECOMPACTED TO 90% MODIFIED PROCTOR DENSITY . TYPICAL P.C.C. PAVEMENT CROSS-SECTION 2% _ PARABOLIC CROWN if * VERIFY SIDEWALK WIDTHS IN DESIGN STANDARDS CHAPTER r VARIES 2 VARIES * mine VARIES w/2 ' w/2 VARIES 1/2" PER FOOT SURVEY sane ASTROTURF DRAG FINISH Freeere 6” INTEGRAL CURB oy | 1/2" PER FOOT dSIDEWALK RS ERO AR ANIRRNS “3 SUBGRADE TO BE SCARIFIED TO A DEPTH OF 6” ANoI PAVEMENT SUBDRAIN RECOMPACTED TO 90% MODIFIED PROCTOR DENSITY | ‘ (SEE DETAIL) GRANULAR SUBBASE POROUS BACKFILL (GRADATION NO. 12) (GRADATION NO. 29) i 3 2 SUBDRAIN et Ss 3 x] a S Bl SUBDRAIN STORM SEWER MAY BE USED AS SUBDRAIN 4 = TYPICAL P.C.C. PAVEMENT CROSS-SECTION 5% ie 2% PARABOLIC CROWN ty a ca WITH SUBDRAIN e H a FI 3 = FIGURE 5.1 Ee i fing