Traffic Study revised 062626 resubmission 4933 0058 5912 v1

G: \DATA\CAD\ACAD\94326\TSIGZION\T-SIGZON Fri Jun 20 17:58:19 1997 SIGN LEGEND & ® STOP 5 W4-2 R4-7 R7—107aR(L) 36"x36” 24°x36"” 12"x30” R7-1(L or R) R7-A(L or R) SIGN "A” 24"x30” 18"x12” 18"x12” 18x24” 9"x12” 12x18” 12718" 12"x18” 60x12” TO CROSS PROSPECT_AVE. R10-11b SIGN "B” R10-11a R9—3bR R9—-3bL wi-8 R10-4 R9-2 24"x24” 9”x12” & ® E / el See, PROSPECT AVENUE ee < 360° TAPER = —_ R74 z= uJ z = a R=400 . Oo a E <x = CONCRETE. BIT. R74 DRWY CON 360° TAPER pRWY ar Ces 4 20° 10’ 0” 20° 40° ; (eS | PAVEMENT STRIPING LEGEND 1"=20° IF NOT OTHERWISE INDICATED PAVEMENT STRIPING SHALL CONFORM TO THE FOLLOWING: CENTERLINES STOP LINES LANE LINES CROSSWALK LINES OUTSIDE/RIGHT EDGE LINES OUTSIDE/RIGHT CROSS HATCHING CENTER/LEFT CROSS HATCHING 2-4” WIDE YELLOW LINES 24” WIDE WHITE LINES (4’ MINIMUM FROM CROSSWALK) 4’ WIDE WHITE LINES 8” WIDE WHITE LINES 8” WIDE WHITE LINES 24” WIDE WHITE LINES AT 45° TO DIRECTION OF TRAVEL SPACED 12’ ON CENTER 24” WIDE YELLOW LINES AT 45° TO DIRECTION OF TRAVEL SPACED 12’ ON CENTER LTS - 4072 ESSEX GREEN PROSPECT AVENUE AND ROONEY CIRCLE/PRIVATE DRIVEWAY TOWNSHIP OF WEST ORANGE ESSEX COUNTY NEW JERSEY TRAFFIC SIGNAL PLAN SAE 1" = 20° 1 |, 5//@ | FIELD MODIFICATIONS NO. DATE DESCRIPTION REVISIONS LAND DEVELOPEMENT DATE: 12/13/95 TRAFFIC AND PARKING CONSULTANTS PROC: 94-326 | Ca MICHAEL MARIS ASSOCIATES, INC. CHD BY: —D.G.D. FILE: T-SIGZON ‘SHEET: DIMITRI G. DELLIS P.E. PRO! ern IGINEER NJ. LIC. NO. 35904 Lee vate L2A/F9 1 OF 2 R LDS 03848 29-F-1