SS SS SS 166.15 169.73 169.23 174.93 173.94 169.90 174.84 175.33 176.56 177.67 175.21 173.95 172.95 167.85 179.77 177.06 174.31 175.59 173.05 171.77 174.89 178.47 171.09 170.03 168.19 166.17 167.76 170.91 169.41 168.48 162.72 T T T T T T T T T T 163.85 166.03 164.97 164.53 165.72 173.25 174.28 166.52 165.70 168.07 170.73 170.49 170.21 170.20 170.43 170.30 170.96 186.90 170.23 170.11 176.54 174.59 172.97 172.98 164.52 166.22 170.64 170.46 172.36 170.46 172.99 174.14 169.64 173.29 T T T T T 165.28 166.82 167.20 167.15 164.72 164.29 T SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS T SS 176.97 176.48 // // // // // // // // // // // // // // // // // // // // // // // // // // // SS SS SS 1.7’ 26KV SWITCHGEAR NEW 20’-0" PRECAST PERIMETER WALL (TYP) 230KV CONTROL HOUSE 40’x90’ SLIDE GATE SLIDE GATE 230KV GIS BUILDING 90’x110’ NEW 20’-0" PRECAST PERIMETER WALL (TYP) TRANSFORMER TRANSFORMER TRANSFORMER 56.5’ 2.0’ 5.0’ 2.0’ 2.0’ 7.3’ 1.8’ 162.9’ 175.0’ 261.2’ LM #2 LM #6 LM #4 LM #1 LM #5 LM #3 LM #16 LM #14 LM #11 LM #8 LM #13 LM #10 LM #7 LM #15 WALL WALL 32.3 PARKING AREA GRAVEL AREA GRAVEL AREA GRAVEL AREA W S W W S S BOLLARDS TYP. PROPOSED LANDSCAPING (SEE DRAWING No. 25) RETENTION BASIN PROPOSED LANDSCAPING (SEE DRAWING No. 25) PROPOSED LANDSCAPING (SEE DRAWING No. 25) DIESEL GENERATOR OIL PUMP UNIT TANK ENCLOSURE (13’ X 59’) X2 H2 H1 H3 X0 X1 X3 X2 H2 H1 H3 X0 X1 X3 WALL 13KV SWITCHGEAR WEST ORANGE A-2306 LINE FUT. 230/69KV 6TRH STANLEY TERRACE J-2315 LINE ESSEX K-2211 LINE LM #9 LM #12 30.4’ OIL PUMP UNIT PUMP ENCLOSURE (10’-7 1/2" X 17’) 16’-0" ACCESS DRIVE 16’-0" ACCESS DRIVE 16’-0" ACCESS DRIVE 16’-0" ACCESS DRIVE 9.8’ 27.9’ SL&P XFMR#2 SL&P XFMR#1 1 2 3 4 5 6 7 8 F G A H B C D E 1 2 3 4 5 6 7 8 F G A H B C D E G:\Projects\Electric\Site Plan\Prj-11080 McCarter Switch\Site Plan\McCarter_Switch_s3p_SHEET 02.dgn 6/12/2013 3:07:29 PM Plot Date: File: 80 PARK PLAZA - NEWARK - NEW JERSEY - 07102-4194 PSEG SERVICES CORPORATION DAVID C. COLEMAN No. 35826 COA No. 24GA28078500 N.J. PROFESSIONAL LAND SURVEYOR N S E W NAD83 (2007) 0 40 10 SCALE: 1"=40’ 40 20 20 30 80 FEET ZONE 3B ZONE 2I REFERENCES: 1. HORIZONTAL DATUM = NAD-83(07) VERTICAL DATUM = NAVD-88 NOTES: ZONE 2I ZONE 2I 1. "ALTA/ACSM AND TOPOGRAPHIC SURVEY OF BLOCK 1830, LOTS 10 & 101" PREPARED BY THE REYNOLDS GROUP INC. RARITAN, N.J. DATED 07-12-12 AND REVISED TO 9-11-12. 2. OFFICIAL TAX MAP OF THE CITY OF NEWARK SHEET NO. 33 DATED JANUARY 1, 2010 AND REVISED THROUGH SEPTEMBER 27, 2012. 3. THE ENTIRE SUBJECT PROPERTY DOES NOT LIE WITHIN A STATE FLOODWAY OR FLOOD HAZARD AREA, AS SHOWN ON THE STATE OF NJ DEPARTMENT OF ENVIRONMENTAL PROTECTION, DIVISION OF WATER RESOURCE FLOODWAY AND FLOOD HAZARD DELINEATION MAPS, AS SHOWN ON THE FIRM MAP PANEL NO. 34013C0152F, EFFECTIVE DATE JUNE 4, 2007. 4. ORDINANCE APPROVING AN AMENDMENT TO THE URBAN RENEWAL PLAN FOR THE FAIRMOUNT URBAN RENEWAL PROJECT, N.J.R.-72 (9TH AMENDMENT), ADOPTED SEPTEMBER 7, 1988 BY THE MUNICIPAL COUNCIL OF THE CITY OF NEWARK. - PROPOSED IMPROVEMENTS - EXISTING PAVEMENT - EXISTING SANITARY - EXISTING STORM SEWER SS - EXISTING CONCRETE - EXISTING WATER - EXISTING GAS - LIGHT POLE - UTILITY POLE - EXISTING MINOR CONTOUR - EXISTING MAJOR CONTOUR - PROPERTY BOUNDARY LINE - TAX LOT LINE - EASEMENT - BLOCK / RIGHT OF WAY LINE - EXISTING FENCE - ZONING LINE - EXISTING BUILDING - EXISTING GUIDE RAIL 165 164 LEGEND: LM #8 - EXISTING BUILDING TO BE DEMOLISHED - PROPOSED LIGHTNING MAST DRAWING TITLE: LATEST REV. DATE: DESIGN DRAWING PREPARED BY: ENGINEERING REFERENCE PLANS BLACK & VEATCH 230KV GIS SWITCHYARD 230/26/13.8KV KEY PLAN SHEET 2 SITE LOCATION MAP APPROX. SCALE: 1"=1000’ 12TH AVE 12TH AVE HUDSON ST HARTFORD ST MORRIS AVE 8TH ST 7TH ST LITTLETON AVE 9TH ST 6TH ST CENTRAL AVE CENTRAL AVE 9TH ST 9TH AVE DICKERSON ST NEW ST 11TH AVE 11TH ST 10TH ST GOULD AVE 13TH ST 3RD ST 2ND ST HECKER ST FAIRMOUNT AVE CAMDEN ST 1ST ST DURYEA ST 12TH ST 11TH ST 10TH ST 7TH ST 6TH ST 4TH ST BERGEN ST CABINET ST SUSSEX AVE 5TH ST 12TH ST MARKET ST FAIRMOUNT AVE NEWTON ST MARKET ST DICKERSON ST NEWARK CITY SUBWAY 280 280 280 N S E W B3 R3 R3 1I 2I CABINET ST 1I R3 SITE NEWARK CITY NEW ST PARK B4 R1 1I 13,500 sf 34,473 sf 6% 16% AREA TABLE AREA % OF LOT LOT AREA FLOOR AREA LANDSCAPE AREA PARKING AND CIRCULATION AREA Ordinance # Variance 40:3-65, Table 3: Industrial District 40:4-2k D-1 Use Variance for a non-conforming use Waivers needed Site Plan #16 Site Plan #19 C (Bulk) variance needed for wall height (proposed 20ft) Provision for handicapped persons such as parking facilities accompanied with easy accessibility through sidewalks and ramps, housing units, etc, as required by the barrier design regulations N.J.A.C. Title 17 Facilities for the storage and collection of refuse and recyclable materials for the site including details of walls or fences used for screening purposes of well as measures to assure protection from infestation of rats and vermin, etc. This is applicable to all multi-family projects with 25 or more dwelling units and commercial projects. Provisions for collection of refuse shall also be provided. REVISION DATE DESCRIPTION NO DWN CKD 1 2 3 SURVEYS & MAPPING SURVEYS & MAPPING Services Corporation CORPORATE HEADQUARTERS ( ) 80 Park Plaza Phone : 430 7000 973 Newark, N.J. 07102-4194 Services Corporation c Copyright Public Service Enterprise Group 2013 643 7350 Fax : ( ) 973 CHECKED DATE EXAMINED AUTH DRAWN SCALE SCK AS SHOWN DCC SITE PLAN PSE&G’s McCARTER SWITCHING STATION CITY OF NEWARK ESSEX COUNTY, N.J. Proj-11080 BLOCK 1830, LOT 10 & 101 JAN. 9, 2013 BMV / CML ZONE 2I 29-53 ELEVENTH AVENUE 13-45 LITTLETON AVENUE 215,750 sf 20,930 sf 13% SEE ENGINEERING REFERENCE PLANS FOR DETAILS N.J. PROFESSIONAL ENGINEER I HEREBY CERTIFY THAT THE PROPOSED STRUCTURE LOCATIONS SHOWN ARE ACCURATE AND CORRESPOND WITH THE DETAILED ENGINEERING DRAWINGS. No. GE42448 COA No. 24GA27981200 RICHARD N. CROWDIS BLACK & VEATCH 11401 LAMAR AVE - OVERLAND PARK - KANSAS - 66211 MINIMUM LOT AREA SCHEDULE OF BULK REQUIREMENTS MINIMUM LOT WIDTH MINIMUM LOT DEPTH MINIMUM SETBACKS FRONT SIDE REAR MAXIMUM BUILDING HEIGHT > 50 ft. NA 6 ft. 87% 49.5 ft. NA 327 ft. 529 ft. AREA & DESIGN STANDARDS REQUIRED EXISTING PROPOSED McCARTER SWITCHING STATION MAXIMUM TOTAL IMPERVIOUS COVER MAXIMUM FLOOR AREA RATIO MAXIMUM FENCE / WALL HEIGHT 3,500 SF NA 35 ft. 1.7 ft.* 3.5 ft. 0 ft.** 6 ft. 140 ft. 3 NO CHANGE NO CHANGE NO CHANGE NA - NOT APPLICABLE 215,750 SF CITY OF NEWARK, ESSEX COUNTY, NEW JERSEY SECOND INDUSTRIAL DISTRICT (FAIRMOUNT URBAN RENEWAL PLAN) NA 56.5 ft. 261.2 ft. 137.5 20 ft. * CORNER LOTS: ONE SIDE SHALL EQUAL THE LESSER FRONT SETBACK OF THE CLOSEST PRINCIPAL BUILDING ON THE BLOCK AND ON THAT STREET (LOT 100 FRONT SETBACK 1.7’) ** AS PER CHAPTER 4 ADDITIONAL AND SPECIAL REGULATIONS NA 0.2 ft. over NA 100% BLOCK 1830 LOTS 10 & 101 VARIANCE NO NO NO NO NO NO NO YES NO NA REVISED PER CITY COMMENTS 2/25/13 CML SCK 6-11-13 McCARTER KEY-1P 6/1 1 /13 FINAL UPDATES CML SCK 11401 LAMAR AVE - OVERLAND PARK - KANSAS - 66211