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Home My WebLink AboutCommon Drive Exhibit 1 V1W z_ W z J J ry Q' W 0- uj 25' SHARED DRIVEWAY a_ CONCRETE RIBBON CURB 5' 2' 16' PER ISPWC SD-703 (ACHD 2 CONCRETE RIBBON SUPPLEMENT) CURB PER ISPWC 0.25DEEP SWALE FLOW 1.5% MINIMUM SD-703 (ACHD TOWARD RIW AT 0.5% �—V�X777 ��, SUPPLEMENT) 2.5" ASPHALTIC PAVEMENT 4" OF 3/4" MINUS CRUSHED GRAVEL 12" OF 6" MINUS PIT RUN GRAVEL COMPACTED STABLE SUBGRADE RIBBON CURB ON BOTH SIDES 25' SHARED DRIVEWAY - 20' DRIVEABLE OAKWIND ESTATES SUBDIVISION PHASE 1 COMMON DRIVE TYPICAL SECTION EXHIBIT 3