Traffic Impact Study 021226 resubmissionrcd 2 26 2026

0730151 Structure No. 0730152 0730150 Enlarged Views SRI = 00000577__ Date last inventoried: June 2012

AVG TTL UOtlA’) letol P. 001 “GE 2. BY-PHASE TIMING DATA Op PHASE Ringl: 1 2 3 4 Ring 2 Direction: MINIMUM GREEN. eae 5) 9 5 5 5 5 5 5 5 5 5 5 BIKE MINIMUM GREEN . O ie} ie} le) 0 ie) ie} 0 0 0 i) 0 COND SERV MIN GREEN. 0 ie} ie} ie) QO 0) 0 ie) ie} 0 (0) 0 WALK . . 0 El 7 Q (¢) 10 ie} 10 oO 10 0 10 PED CLEARANCE. 5 Oo 15 ake) ae 0 16 (0) 16 0) 16 i} 16 VEHICLE EXTENSION. 2.0 2.0 2.0 2.0 §.0 5,0 5.0 5.0 5.0 5.0 5.0 5.0 ALT VEH EXTENSION, . 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MAX EXTENSION. (e) 0 ie) 0 0 Oo 0 0 0 0 0 0 MAX 1. 7 45 12 7 35 35 35 35 45 35 35 35 MAX 2. 10 30 24 7 40 40 40 40 40 40 40 40 MAX 3... 16 24 24 7 0 (0) 0 ie) 0 0 0 0 DETECTOR PAIL MAX. e) ie) Q te) ie) ie) (0) 0 ie} 0 ie) 0 YELLOW CHANGE. 3.0 4:0 3.0 3.0 3.6 3.0 3-0 3-0 30° 3,0 3.0 3.0 RED CLEARANCE. D020 2h 02408390) 0 Le 0) 10920 10) 3.0 1.0 RED REVERT , 2,0 2.0 2:0 2.0 2.0 2.0 2.0 2.0 2.0 2.09 2.0 2.9 04-29-1997 20:46:10 INTERSECTION NO. 24-02 PROSPECT AVE & ROONEY CIRCLE PAGE 3. BY-PHASE DENSITY TIMING DATA PHASE Ring 1 Su 2 3 4 ¥ Ring 2 Direction: ACTUATIONS B4 INIT 0 0 0) Q ie) OQ oO ta) Q Q ce) oO SECONDS/ACTUATION “0.0 0.0 0.0 ‘O.0 0.0 6.0 0.0 0.0 o.Qa 0.0 0.0 0.0 MAX INITIAL. = 30 30 30 30 30 30 30 30 30 30 30 30 TIME B4 REDUCTION. oO 0 Q ie} 0 0 io) 0 ie) le) 0 Q CARS WAITING 0 0 oO 0 0 0 ie) o o- o oO is} TIME TO REDUCE Q Q 0 0 0 0 e) 0 ie) 0 0 (e) MINIMUM GAP. 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ©4-29-1997 20:46:10 INTERSECTION NO. 24-62 PROSPECT AVE & ROONEY CIRCLE

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

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

Appendix C Capacity Analysis

1956 24-04212 Existing-AM 10: Prospect Avenue (CR 577) & Rooney Circle/Driveway Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 141 0 91 1 0 0 77 271 0 1 414 214 Future Volume (vph) 141 0 91 1 0 0 77 271 0 1 414 214 Ideal Flow (vphpl) 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 Lane Width (ft) 12 12 12 10 10 10 10 10 10 13 11 12 Grade (%) 2% -2% -3% 3% Storage Length (ft) 0 0 0 0 100 0 0 0 Storage Lanes 1 0 0 0 1 0 0 1 Taper Length (ft) 25 25 75 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 1.00 Ped Bike Factor 0.94 0.99 1.00 0.97 Frt 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1881 1620 0 0 1881 0 1890 3670 0 0 3653 1691 Flt Permitted 0.950 0.950 0.467 0.955 Satd. Flow (perm) 1881 1620 0 0 1868 0 926 3670 0 0 3489 1644 Right Turn on Red Yes No Yes No Satd. Flow (RTOR) 612 Link Speed (mph) 25 25

s No Yes No Satd. Flow (RTOR) 612 Link Speed (mph) 25 25 40 40 Link Distance (ft) 277 225 325 94 Travel Time (s) 7.6 6.1 5.5 1.6 Confl. Peds. (#/hr) 2 2 4 4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 5% 0% 2% 0% 0% 0% 0% 3% 0% 0% 4% 4% Shared Lane Traffic (%) Lane Group Flow (vph) 152 98 0 0 1 0 83 291 0 0 446 230 Turn Type Prot NA Perm NA pm+pt NA Perm NA pm+ov Protected Phases 4 10 5 2 6 4 Permitted Phases 10 2 6 6 Detector Phase 4 10 10 5 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 9.0 9.0 9.0 5.0 Minimum Split (s) 10.0 10.0 10.0 8.0 15.0 15.0 15.0 10.0 Total Split (s) 17.0 12.0 12.0 10.0 61.0 51.0 51.0 17.0 Total Split (%) 18.9% 13.3% 13.3% 11.1% 67.8% 56.7% 56.7% 18.9% Maximum Green (s) 12.0 7.0 7.0 7.0 55.0 45.0 45.0 12.0 Yellow Time (s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 3.0 All-Red Time (s) 2.0 2.0 2.0 0.0 2.0 2.0 2.0 2.0 Lost Time

.0 3.0 4.0 4.0 4.0 3.0 All-Red Time (s) 2.0 2.0 2.0 0.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 3.0 6.0 6.0 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None None None Max Max Max None Walk Time (s) 7.0 9.0 9.0 9.0 7.0 Flash Don't Walk (s) 17.0 15.0 15.0 15.0 17.0 Pedestrian Calls (#/hr) 4 2 0 0 4 Act Effct Green (s) 12.2 0.0 5.1 61.6 58.5 51.3 64.6 Actuated g/C Ratio 0.15 0.00 0.06 0.74 0.70 0.61 0.77 DJR Synchro 12 Report 02/12/2026 Lanes, Volumes, Timings

1956 24-04212 Existing-AM 10: Prospect Avenue (CR 577) & Rooney Circle/Driveway Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.55 0.16 0.01 0.11 0.11 0.21 0.18 Control Delay (s/veh) 40.0 0.6 41.0 5.4 5.7 9.6 2.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 40.0 0.6 41.0 5.4 5.7 9.6 2.6 LOS D A D A A A A Approach Delay (s/veh) 24.6 41.0 5.6 7.2 Approach LOS C D A A Queue Length 50th (ft) 72 0 0 8 18 46 14 Queue Length 95th (ft) 144 0 6 43 68 131 59 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 318 612 158 763 2568 2141 1276 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.48 0.16 0.01 0.11 0.11 0.21 0.18 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: