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qoy� Evj n, m ov, TO : 1UNHING AND ZONT0 COMMISSION FROM o DIRECTOR OF PURL Y" WORKS DIRECTOR OF COBUTY DEVELOPMENT SJBJECT: SUE PLAN - VILLAO! GREEN SHOPPING CENTER SOUTHWEST j;QPj;_QY8E AVEMUE AN Yj) 030.01 206 The above reference Site Plan has been reviewed and conforms to the require- ments of the City of Paris with the follewing exceptions: % Parking Layant: Ths picking lot dasign calls for a two-XY traffic Psttarn between yaws & Wangle parklag. Minimvm standards for this design should be estabTtsbcd with 20' parking stall depths and 201 drivewqV aislas. 2. Scrowaing Fencog A stltd, crnamerwT, scruening fence, minimum 4' higil shoal l A constructs i 0019 the south and onst boundary lines of the center, adjonant to restdeatfal asning. 1 Access Driveways: The xiddTv drivzony to Loop 286 is located within the �units of the acceleration Tana Gf trafflc entering the Loop from Lamar Avenue. Yhfs cyaatas a point of ennflict for traffic attempting to enter the shopping center from Loop 286. TY Texas Highway Pzpartment District 1, Safety Rayletv Team 03 recommended that the driveway be eliminated because of this. We concur with their and feel that the drivaway should be eliminated tUess a satisfactory alternative can ba woTked out between the Highway Depart- ment and the Developer. 4� Dorchester Place - Prejiminayy Plat: The property covered Q this Plat is Immediately N*st of the shopping canter and extends to 33rd S.E. The plat was approved AvUust & 1974 aQ providas for the easterly antension of Cleveland Street to the west boundary line of the shopping center tract. An agreement will have to be worked out batwsen the two developers concerning the Cleveland Stpeet extension. & Drainage: The nrnpnsv4 stpvm %?Per OrYssom system transpirting run-off accummulating at the southwest cober of Loop 286 and Lamar and the parking area of the shopping center has been checked and found to be adequate in size. Thf, gystnm hown"er "01 01srunrys thank 190 r-Usv with a velarfly of 9 feet per second into a ditch at night angles to the pipe which will undoubtedly i4su% Q bank wrosius. The SwAstream ditch is Inadequate in size to coatain the increased and faster runoff resulting from buildings and impervious paved areas. Thfs situation could be somewhat alleviated by constructing a new channel from the proposed pipe discharge southerly about 270 feet to the south