Traffic Impact Study 07 21 2025 submission

G: \DATA\CAD\ACAD\94326\TSIGZION\T-SIGZON Fri Jun 20 18: 14: 22 1997 MATCH LINE A MATCH LINE B PROSPECT SIGNAL LEGEND 12° AVENUE LOOP DETECTOR — 6/x18" MATCH LINE B CURB BLOCK Ww 32’ TYP 12° ®) 12° 12° ®) 6” SYMBOL 8° ONE FACE, INCANDESCENT 17,18 CO) O]® SIGNALS 1,2 NOTES: Oe, Oe SIGNALS SIGNAL 3-7 8 FOOL © 9” SYMBOL ONE FACE, SIGNALS INCANDESCENT 15,16,19,20 1. INDICATIONS NOS. (1%) & (4 SHALL BE MOUNTED AT A HEIGHT OF 12 FEET. 2. INDICATION NO ® SHALL BE MOUNTED AT A HEIGHT OF 10 FEET. 3. INDICATION NO. @ SHALL BE EQUIPPED WITH A TUNNEL VISOR. 4. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE CURRENT,”MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. PAVEMENT STRIPING LEGEND IF NOT OTHERWISE INDICATED PAVEMENT STRIPING SHALL CONFORM TO THE FOLLOWING: CENTERLINES 2-4” WIDE YELLOW LINES STOP LINES 24” WIDE WHITE LINES (4’ MINIMUM FROM CROSSWALK) LANE LINES 4° WIDE WHITE LINES CROSSWALK LINES OUTSIDE/RIGHT EDGE LINES OUTSIDE/RIGHT CROSS HATCHING 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 CENTER/LEFT CROSS HATCHING LAWN * , (PRESENCE) | — ‘ antlps HEDGE PPB, R10-4, SIGN B yar ole pu J W3-8a w om. we + OLE w/6 LAWN W/SPRINKLER SYSTEM w/ |* 2 Wan } a 4 | fa) LAWN R10-11a = —4L WV WV 0) yo) wi-8 RAR gWi-8 r GRANITE CURB R7-1¢° a RA @ 10-118 GRANITE CURB > . oo GRANITE CURB nd 4-8 s mig — —— Re y = La — NW = 10’ eu ws —S> = —— rs TP Hs rol coh © “8” WIDE WHITE LINE ; - hu. A R=824 z 5 = p 100” ] nN 110" | 30 | b9.7 x2 —_— — ,. —_ 1fYeL és : (rvP.) _ 7 | tvP. | TYP. — =F £ E ’. 1 6 es SIGN-*AP r r 7 — = re w nN co ye} 6 = nN < = LINES | re PIP MOUNTABLE CURB a Xe MH. RIM. 616.04 . e wide YELLO' =800" r T TH: t ian — tt. = Ww —J AO 4+ x ANN b R4-7 CONCRETE ISLAND ~~ P o ~ t mu ro) aN ~ oo : 750 Ne WIDE WHITE LINE | al, ] L 6 MOUNTABLE CURB — eh 2-4" WIDE ow UNES = . 2 ot rw 650.38 T T | R7-107aR Lf fe R10-11b T w W ]_N lat W T w—_ T =| tT W T } Bb OM. WARE GRANITE_CURB MAILBOXES [wy R3-8b &) ~ GRANITE, cURS 71 W = " ae tue a es ay A res Ta (OG mk eo? ae ma (es my QO SS CONC S, . _, BRI-4 CONC CONC s/w al “Tt \3 ASONRY_wart (6 A \ STONE & MASONRY WAL. sm = “aes s Tom { | al i [re Te WAL, 1] ; = ” = -<SIONE_& MASONRY WALL BIT. B fo = 7 7 SIGN oO POLE W/CONDUITS j Oo © a . (3 HIGH) s (3 HIGH) J

NC s/w al “Tt \3 ASONRY_wart (6 A \ STONE & MASONRY WAL. sm = “aes s Tom { | al i [re Te WAL, 1] ; = ” = -<SIONE_& MASONRY WALL BIT. B fo = 7 7 SIGN oO POLE W/CONDUITS j Oo © a . (3 HIGH) s (3 HIGH) J as DRIVE cS) R9-2,R9-3bR us % . - es] 2 g rae © fs) # 470 é 2 ° Cy -s BUSH 4 awry py 6 ve LAWN ye 5 2 STORY STUCC BRICK TPS AREA_OF DETECTION — 6’x50’ ; ra . Go LOOP DETECTOR — 6’x6’ BUILDING (PRESENCE — MICROWAVE SENSOR MOUNTED ON MAST ARM It st E g an (PRESENCE) | [Ar MFT STATION ° ESSEX GREEN TYP PPB, R10—4, SIGN B 4 . Se > a PROSPECT AVENUE AND ROONEY CIRCLE/PRIVATE DRIVEWAY i.) TOWNSHIP OF WEST ORANGE ESSEX COUNTY NEW JERSEY NOTE: TRAFFIC SIGNAL PLAN a SEE SIGN LEGEND ON SHEET 1 SCALE 1" = 20’. DEVELOPEMENT DAE _*12/13/95 TRAFFIC AND PARKING CONSULTANTS bane 94-326 20° 10° ~~ 20° 40’ DRA AL. ee | MICHAEL MARIS ASSOCIATES, INC. [CR pD.GD. 1°=20° — T-SIGZON 7 |-aiaavar | re wooncanons DIMITRI G. DELLIS P.E. a PROFESSIOWAL ER Nw. LIC. NO. 35904 REVISIONS owe _S/e/Py 2 OF 2 R LDS 03849 29-F-2