M1_Development Plans Site Plans

5772 MH RIM ol =598.53 FOUND PROPOSED, 8' AME! w/ INSULATED FOOT Ey 6 Nie uP uP 79.47 Syantennas D> AR 79.42 a " 1¢578.78)f 8 4 16578.66 Poa WEST ORANGE SWITCHING STATION BLOCK 155 LOT 26.01 | |EA=1,017,656 S.F. 23.363! N/F PUBLIC SERVICE ELECTRIC & GAS CO. D-2367 & D-6764 i 30'e Zz 599. es yarcp DANE xe ee a ee ORE 24" WIDE SBAg SATE it @ at ae a DRIVE PATH hc Seno < KOWN UNDERGROUND/— 2 INSTALLATION. PER INVESTIGATION 4/5724 ¥ MANN, via 6A — GAS |g -olge AR FENCE wil LATED FOOTING", Oo RS = — PROP ti aS 31" bee! OPOSED- 8! AMERISTAR FENCE w/ INSULATED FOOTING. JP Ais A - NOTES: UNITS = ELEV=602.85' le\Pian\Site Pian\22025_SP_West Orange 26KV Lifecycle 03.dgn DOCUMENT IS THE DOCUMENT OF RECORD. Bulk variance for front yard setback and maximum coverage (C1) Bulk (height) variance for perimeter fence height over 6 feet (C2) REMOVED/REPLA\ SIDEWALK TO BE dk D IFNECESSARY | | = soo 7 aaa TTT ard 7 = oT 0371 n ROOF 02.94 = 2 603.74 603.75) 603.71 4 605.69 7 So a \ rae f fr602.06 f ferete oF eae : I | Aer ss WEST ORANGE j,..,, hee i. \J : e028 AW ip | # Sy 004.36 | \ [Ie ‘ys sie ‘uns ~~~ SWITCHING STATION ‘e 7 || a Sees eos-4e 4 san : a song ~~ NVI ee || roi 31 is 36 FQQ5.28 £495.28 4.16605.1B4e603 15 ° ‘4 1 I) BLOCK 84.01 : ae i He: Ti ; \ ae BLOCK 155 | lee HI eco | LOT 37 LOT ~26.01 4602.9 £603.33 F503.72 = F603.71 9035.73 F COREY 4 ¥FE0S.14 FEU: S\—budr BAI 1 | N/E MAIN STREEET is ne pre / \ Pete = 85 rt lar | sma poe eee Tigre ws ‘pe fe i pi dis on ARN I te ig 12. N 1 r 23,363 AC. = £602.94 A : oa8 \ { iss: Se 600.1 4028 F6Q5.15 Fi 692.5 copa w ; 18 £599,gf98.8 N/F PUBLIC SERVICE ELECTRIC & GASG0, gene ee eas | ia =| os 4 We ! fi tray ’ dees 45995 -0-2367 & D-6764 | : BOO e at Ie 2—fPrsba.ce 1 \Gmaee teh oe ae MATCH LINE | SEE SHEET: #2 Pies pac reek te a a ee A ee ee tains ee a pase cl SS a erie ae eae ar ee cee oe sen ae oe MATCH LINE | SEE SHEET #3 emcee 8 % = \ ne ae MARCEL E888: F603.09 of ® Ti % 19 BC589.8 F602.66 oN Tei ee ea8 strlen (WIDTH VARIES) FQ03.11 | gF603.11 | J : \ eof |602.1 AVENUE 4595.8 1 7 1 599.1 —— SSS i 1 sTORY 4399.0 1 a ; si : fe + ¢ CONTROL BUILDING fs00.10 7 ie 599.1 1599.2 mannbs$9 (>) St CIRCULAR GRATE £ Lo _Fr5985? ‘e j i | ROOF ELEV:613.28 iM=soon\? WE if RIM=598.67 MULTI- STORY. Ee “"602/2 | 7 FLOOR ELEV:600.39 1g 4 485 BRICK BUILDING r603,10 : ° ! ene BE888:97 i ] ROOF ELEV.671.79 4 | \ iy ++

TE £ Lo _Fr5985? ‘e j i | ROOF ELEV:613.28 iM=soon\? WE if RIM=598.67 MULTI- STORY. Ee “"602/2 | 7 FLOOR ELEV:600.39 1g 4 485 BRICK BUILDING r603,10 : ° ! ene BE888:97 i ] ROOF ELEV.671.79 4 | \ iy ++ sBOLLARD (TYP, 29.86, (spF509.66 es FLOOR ELEV;e02.92 sleeper 1 a | aie -4e02.1 mf602.2 599.1. : z 599 Feos.9g | .gr603.10 SS STORMWATER \ | f 4598.6 Leeann ; | so22 TRENGH | 1 599.67 SE i ti | B iy i cone i fF 599.69 =, F602.08 598.7 = \ 599.9, FBZ ig (fr800.16 CFesoo.12 se eens Coxe [e5288 1] \ 6143 | we ea iF ae ate PAVED DRIVEWAY |_ Ieee f19.3) rer | ie F599.20 of 99.07 pot 1 598.9, Faas © 4899.0 7598.8 F601.29 | LL 3 | i \ F599.1 ee ee g ig nee - if Ss F600. —, 599.18 oe L#F599.17 590 (5088 a 4 fete Ree Bie | r l ; 599.67 Fgpeto 599.17 gr590.19 A OBF599.19 on & | Tt nn i? \ ! : i i C 599:20 S | 8 : i STORM MHI. Sic see 9 4598.6 a Be ae cf 5 | F603.85 A | \ i ‘a | z ; ; z +4s98.9 | \ 1 rama] tee tas vos ats a... Sat Wada. \ $98.25 599.1 4898.5 O6F 599.17 1598.9 Frseo.10 sprees q ad tee \ cies Ponies i 7600.16 : £599.16, GB fi y q FodGgaf 98:59 F602.90bF 604,35 605 \ | _- Ratt és conmaot sunonil i e F599.1 £599.18 Fs99.15 | £599.20 £604.48 /DRIVE BATH \ Hh en be. Jo 4598.6 a pee 8 gos77 reos7s | Feps.7s F808. ' iM A a 7 8. c - FS 5 ‘4 . 599.54 F 603.64 603.62 602.4% 4 2.8. MIM Ege “Te be F9g.52 FApO.S5 geso0.53 lanier, Sek a 58 gee Eel, a % ey ci as il BM = 688.87 ELEV.: 609.18 1 598. ~(698.9" *\ 589.0 (FEE SS) be : i2 fe oh {599.20 \g 604.29 606. A, F 604.36 : L4 26.57 : fe & 2.1 Ces ey 14 “ | 4598.4 = p59954 599.55 F599. F599.54 F599.55 F599.53 ESWeino on : 4 t | STORMWATER , | '616.4 #8984 son Feone4 o Oh Pg oh LI e029) F603.29 F6p3.2H | | TRENGH ! I i 7 ; ‘8 alas Ser | a ana 598.67 F599.17 F599.16 F599.46 F599.47 601.37 1 a FLO ai | fi +4598.1 1598.7 ae ce g Si =p 602108 | | | ELEV f put if! oO | g a | (seo. B. }599.18 4 ! . } - 4] 5 : +fs9e.0 F598.66,.,,F 598.63 F598.67 599.15 F599.17 F599.17 F599.46, F599.48 F599.48 | Le en +1 TL r et ORMER rec 4598.0 4598.6 4598.7 np.) | | it | G 5) WW A A F598.64 £599.17 F599.18 F599/45 Hiteli F601.47 ae 7) | } | \ 3] ae 598.64 607.5 Ee a cae ae 1 i & ¢ a ee Se Ss ; =— =, 4 ie q rit gl x | ra 5 5 F599.17 5 : 1 i as if fea eat a9 ee eg he! g A 4 14 \| pti ekg PROPOSED | af \ CONC. FOOTING (TY# ow 3 605.01 02,6 "\ o ISOLATION | ae g es I See ee hee is Hi ih ed PANELTYP. | ons oe a 7 1 F599.15 F599.17 F599.94 599.94

f fea eat a9 ee eg he! g A 4 14 \| pti ekg PROPOSED | af \ CONC. FOOTING (TY# ow 3 605.01 02,6 "\ o ISOLATION | ae g es I See ee hee is Hi ih ed PANELTYP. | ons oe a 7 1 F599.15 F599.17 F599.94 599.94 F599.92 ie 602.98 Peles WS, ug i | \ ee F598.49/5998.40 F598.41 F599.15 505 Wes ch int ee pope a ae he eee) or Fa | agers be £599.33 02.97 T Al; ey ~~ || 4 AN é 997.3 F598.40 598.42 FF 598.40) F599.17 F599.15 F599.16 F5990 F 599.90 ——F599.90 3 F6OR.92 F606.01 F606.02F 606.01 [ies Cl a } = a | 18978 LA eee q one LIGHT MAS Z 3 2s i SHTNING M 3 H | BET as BF 598-41 599.15 € F599.90 i a a] Fr to | 4 i] yse741 Ss | 27 fo99.47 F602.76 | at 4597.5 \|px> |paeee 602.5 ra z n | LOT 13 & | { g ms 602.77 3 nN | CHAIN LINK FENCE ! wo | HHA UN rece ae ® ° ob a a hy of | Eo | i, 8 | | j a yy, 5008 | rr = 602.2 = Os | = sens wes ve 02 Pee, = RNWATER | 3 Al me | 2 R 7 600. os -INV=592,27_(€) 4 Al f) a g j ae | ea 599,05 __ 599.69 aI Aes e a / - & GIRCULAR GRATE 2 t ' ~ / ae j S| S <M MH CO fimasorar : Mone. , 4 inv=592.92 (5) DS | RIM 596.86 Al 59710 MH : i RIM=599.73 RIM=599.03 | fe. Oc | O Cnmesrss paved DAWeWs 2 ‘ 5 | a “597.420 fives st a : = 8 j aE siM=697.61 : i ee i | BLOCK 155 j j LOT 29 | | NV 47, MT PLEASANT Be | BLOCK 83 DEED BOOK 12040, % j PAGE 5370 & X] i LOT 5 | 600.6 ia | | N/E 291 MT PLEASANT. LLC 4 Al | DEED BOOK 12151, PAGE 8449 Ca anise avery 6" WATER MAIN, AY ji Paoben BLOCK 82.03 LOT 27 BREA WO EMERITUS, LLC _% ECOVA 3349 DEED BOOK 12019, PAGE 5672 NO DATE DESCRIPTION DWN] CKD) REVISION JERSEY ~ 07102-4194 (Copyright © Public Service Enterprise Group 2024 TOWNSHIP OF WEST ORANGE PSE&G WEST ORANGE SWITCHING STATION BLOCK 155, LOT 26.01 325 MOUNT PLEASANT AVENUE ESSEX COUNTY, N.J. SITE PLAN COA No. 24GA28066400 No. 24GS04332300 COA No. 24GA28078500 oo AN MONUMENT 1C576.18 Jee \ o. —— ~ — eres = = eT 2 ZZ : Te zs Tre j ae, SIDEWALK TO BE. ar mv. Hien e wT REMOVED/REPLACED pon. + WwW 108 SE Z 7 - ; JT NW 7 + Ca mes MOUNT PLEASANT AVENUE | State Highway Rt. 10 (60’ WIDE) ane ———ar— ay £ hen & N 7 ———— onw — —— — — ia 7a OHW: -OHW. ~ OHW. Gases ™ z 3 5 5 = e— a ie SCHEDULE OF BULK REQUIREMENTS LEGEND: WEST ORANGE SWITCHING STATION jist inotuonae cine TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NEW JERSEY soca mice 0 REFERENCES: O-R OFFICE RESEARCH ZONE 7 30 ; 30 60 FEET 1, HORIZONTAL DATUM = NAD-83(2011) 1, SHEET 88 OF THE TAX MAPS OF THE TOWNSHIP

cine TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NEW JERSEY soca mice 0 REFERENCES: O-R OFFICE RESEARCH ZONE 7 30 ; 30 60 FEET 1, HORIZONTAL DATUM = NAD-83(2011) 1, SHEET 88 OF THE TAX MAPS OF THE TOWNSHIP OF WEST ORANG aides au Hoar INS | ip eee VERTICAL DATUM = = NAVD-88 (GEOID 12A) ESSEX COUNTY, NJ. mee & weser |u| — EASEMENT US. SURVEY FEET STANDARDS REQUIRED EXISTING PROPOSED | VARIANCE 2. BOUNDARY & TOPOGRAPHIC SURVEY, BLOCK 155, LOT 26.01, WEST ie = EXISTING MAJOR CONTOUR . 4" 2, ALL DISTANCES SHOWN HEREON ARE HORIZONTAL ORANGE TOWNSHIP, ESSEX COUNTY, NEW JERSEY” PREPARED BY PSEG SCALE: 1° =30 GROUND DISTANCES, UNLESS OTHERWISE NOTED, GROUND SERVICES CO, SURVEYS & MAPPING. NEWARK NJ, DATED MAY 02,2024. MINIMUM LOT AREA 5 Ac. 23,36 Ac No Change NO ~ EXISTING MINOR CONTOUR DISTANCES MAY BE CONVERTED T B L BY THE COMBINED SCALE FACTOR OF 0.999904 CALCULATED AT 3. "FIRM, FLOOD INSURANCE RATE MAP, 34013C0092F COUNTY, NEW JERSEY ENGINEERING REFERENCE PLANS MINIMUM LOT WIDTH No Minimum NWA N/A NO 4F602.75 —- FOUNDATION SPOT ELEVATION THE FOLLOWING COORDINATE N.712,647.48', E.559,450.99', (ALL JURISDICTIONS), PANEL NUMBER 92 of 200, MAP NUMBER DESIGN DRAWING PREPARED BY: 602.6 — SPOT ELEVATION BURNS PSEG SERVICES CORPORATION 34039C0024G", EFFECTIVE DATE 06/04/2007. BURNS & McDONNELL MINIMUM SETBACKS &AMCDONNELL OHW ~ OVERHEAD WIRE = 60. PARR PUAZAG NERO ED 3, ALL COORDINATES SHOWN ARE GRID. 4, DEED REFERENCE: D-2367, OWNER: PSE&G CO SHOU NIANO, FORA WATS RANGA IC DEMO. FRONT (MOUNT PLEASANT AVE}} 100 ft 20.6 Ft. 779 Ft. YES SEVEN GERGE 9400 WARD_PARKWAY — KANSAS CITY — MISSOURI~ 64n4 LATEST 4, UNLESS OTHERWISE NOTED, COORDINATES SHOWN ON THIS SURVEY ARE 6. DEED Ri : : DRAWING TITLE: IFRONT (PROSPECT AVE) 100 ft. 233.7 Ft. 116.1 Ft. NO ® ~ TREE LOCATION / SIZE IAM_A DULY REGISTERED PROFESSIONAL ENGINEER 1AM A DULY REGISTERED PROFESSIONAL LAND SURVEYOR NAD 83(2011) AND NAVD 88(GEOIDI2ZA) WITH A 2DRMS NETWORK Bee MR et ee REV. DATE! UNDER THE LAWS OF THE STATE OF NEW JERSEY AND 1 UNDER THE LAWS OF THE STATE OF NEW JERSEY AND | GGT a Ole 03) HORIZONTAL AND 0 0) VERTICA SST CGaE 6. SUBJECT TO A CONVEYANCE TO ESSEX GREEN, INC. FOR STREET 789277 A -0 KEY PLAN 1103/2023 SIDE 7 ft 94.5 Ft 226.1 Ft NO eal = EXISTING BUILDING TS CRONS SEAT WE ROTC RS SRS ese eae de TA eles ae pore ae) oneal * : : , INC. ; Tb : RATE AND CORRESPOND MY DIRECT SUPERVISION ACCURACY AT 2DRMS IS

DE 7 ft 94.5 Ft 226.1 Ft NO eal = EXISTING BUILDING TS CRONS SEAT WE ROTC RS SRS ese eae de TA eles ae pore ae) oneal * : : , INC. ; Tb : RATE AND CORRESPOND MY DIRECT SUPERVISION ACCURACY AT 2DRMS IS +0.02* HORIZONTAL AND 0.02’ VERTICAL. PURPOSES ON JUNE 18, 1957. DOCUMENT PROVIDED BY PUBLIC SERVICE ET GG Ge BUR aaa Pi WITH THE DETAILED ENGINEERING) REFERENCE PLANS ELECTRIC AND GAS COMPANY, REFI . 3 REAR 75 - 5, THE SUBJECT PREMISES LIES WITHIN FEMA ZONE X.AS SHOWN ON Se REDE EN CE NNG oz bite RorCianes Ko Bee aril Per aAalsT REFERENCE 3. 7. SUBJECT TO A 10’ WIDE WALKWAY AND 12” RCP EASEMENT FROM MAXIMUM BUILDING COVERAGE 20% 13% No Change NO eae | - EXISTING GRAVEL 6. THE LOCATION OF SUBSURFACE UTILITIES SHOWN ARE APPROXIMATE AND PSR ae BETTE GORE oer POLI ge tae cae DATED : . APRIL 23, 1993. DOCUMENT PROVIDED BY PI % y BASE ON VISIBLE ABOVE GROUND EVIDENCE AND AVAILABLE MAPPING GAS COMPANY. N Coo ee a eo er ETE CAN (IIS Moir Conietineis eu 41% 44% Ye8 ©— - PROPOSED AMERISTAR FENCE FROM VARIOUS UTILITY PROVIDERS. 2% Storiea/35 ft] 8 FL" mane Toven oO PROPOSED AMERISTAR FENCE Sf. 8 SUBJECT TO AN AGREEMENT WITH THE COUNTY OF ESSEX FO! MAXIMUM HEIGHT 173.5 Ft* wesawe | 70 Ft. ucimne a YES marge CATIONS AND eo ca 7 al WERE FIELD FOOT WIDE RESERVATION OF LAND, IN LIEU OF DEDICATION, moe a LUGHTNING MAST w/ INSULATED FOOTING q wy 8. THESE PLANS ARE FOR DESIGN AND oot ee PURPOSES ONLY AND W907 DEED BOOK Bees, PAGE HECHT OE CEMMETE LS g, ef ei VES Bou 7 oe ee ae BM p- $-6-262.4 q - LIGHTNING MAST NOT INTENDED FOR CONSTRUCTION. THE ORIGINAL SIGNED AND SEALED MINIMUM SPACE BETWEEN BLDGS 150" 20.76" No Change No* © MICHAEL HY BLAKE MICHAEL D. RAGSDALE = PROPOSED DRAINAGE STRUCTURE a * — Existing non-conforming condition. N/A — Not Applicable Use variance to permit expansion of non-conforming use (D2); Use variance for height of utility equipment (D6) EE _ PROPOSED IMPROVEMENTS i) POON ERO Ne Gc Ph ene TANG aoe CHECKED_ __ AT ___ EXAMINED. _ _BSG _ _ _ SHEET 3 OF 3 Plotted: 5/2/2024 1:52:13 PM