SSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSWWWWWWWWWW
166.15
169.73
169.23
174.93
173.94
169.90
174.84
175.33
176.56177.67
175.21173.95
172.95
167.85
179.77
177.06
174.31
175.59
173.05
171.77
174.89
178.47
171.09 170.03168.19
166.17
167.76
170.91169.41 168.48
S
W
SSSSSS WS WS GGWWD
Y
H
SSS
D
Y
H
D
YH
S
WU WWSSSSSSS
W
D
YH
SGW
S
WWW
D
YH U WU GGGWGWWG
162.72
GWWSS
W
T
T
SS
T
TT
T
SSS S
TTTT
SEEESSS
163.85
166.03
164.97
164.53
SSS
SSSSSSSSS
WWWWWWW
165.72
173.25
174.28
166.52
165.70
168.07
170.73170.49
170.21
170.20
170.43
170.30170.96
186.90
170.23
170.11
176.54
174.59
172.97
172.98
164.52166.22
170.64
170.46172.36 170.46
172.99174.14
SSSGSGSD
YH WWWW
169.64
173.29
SSSS
T
TTTT
S
165.28
166.82 167.20
167.15
164.72
G W CS
164.29
TSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSWSSSSSSSSSSTSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
176.97 176.48
SSSSSSSSSSSSSSSWWWWWWWWW
W
D
Y
H WWWGWGWGGWGGGWWWWGGG
D
Y
H WGWWGWGGWGG
//////////////////////////////////////////////////////SSSSSSSSSSSSSS
1.7’
26
KV
SW
ITC
HG
EA
R
NEW 20’-0"PRECASTPERIMETERWALL (TYP)
230KV CONTROL HOUSE40’x90’
SLIDEGATE
SLIDEGATE
230KV GIS BUILDING90’x110’
NEW 20’-0"PRECASTPERIMETERWALL (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
BOLLARDSTYP.
PROPOSED LANDSCAPING(SEE DRAWING No. 25)
RETENTION BASIN
PROPOSED LANDSCAPING(SEE DRAWING No. 25)
PROPOSED LANDSCAPING(SEE DRAWING No. 25)
DIE
SE
L G
EN
ER
AT
OR
OIL
PU
MP
UN
ITT
AN
K E
NC
LO
SU
RE
(13’
X 5
9’)
03
02
01
03
02
01
01
02
03
%%c1
%%c2
%%c3
%%c1
%%c2
%%c3
%%c1
%%c2
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%%c3
%%c1
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%%c3
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53
1
64
2
53
1
64
2
53
1
64
2
X2 H
2H
1H
3
X0
X1
X3
X2 H
2H
1H
3
X0
X1
X3
53
1
64
2
53
1
64
2
WALL
13KVSWITCHGEAR
WEST ORANGEA-2306 LINE
FUT. 230/69KV6TRH
STANLEY TERRACEJ-2315 LINE
ESSEXK-2211 LINE
LM#9
LM#12
30.4’
OIL PUMP UNITPUMP ENCLOSURE(10’-7 1/2" X 17’)
16’-0" ACCESS DRIVE
16
’-0
" A
CC
ES
S D
RIV
E
16’-0" ACCESS DRIVE
16’-
0"
AC
CE
SS
DR
IVE
9.8’
27.9’
SL&PXFMR#2
SL&PXFMR#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.dgn6/12/2013 3:07:29 PMPlot 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)
040
10
SCALE: 1"=40’
4020 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
SSSS
- EXISTING CONCRETE
- EXISTING WATER
- EXISTING GAS
WW
- 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: LATESTREV. DATE:
DESIGN DRAWING PREPARED BY:
ENGINEERING REFERENCE PLANS
BLACK & VEATCH
01-04-2013
230KV GIS SWITCHYARD230/26/13.8KV KEY PLAN
SHEET 2
SITE LOCATION MAPAPPROX. SCALE: 1"=1000’
12T
H A
VE
12T
H A
VE
HUDSON ST
HA
RT
FO
RD
ST
MORRIS AVE
8TH ST
7TH ST
LITTLETON AVE
9TH ST
6TH ST
CE
NT
RA
L A
VE
CE
NT
RA
L A
VE
9TH ST
9T
H A
VE
DIC
KE
RS
ON
ST
NE
W S
T
11T
H A
VE
11TH ST
10TH ST
GO
UL
D A
VE
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
CA
BIN
ET
ST
SU
SS
EX
AV
E
5TH ST
12TH ST
MARKET ST
FAIRMOUNT AVE
NEWTON ST
MA
RK
ET
ST
DIC
KE
RS
ON
S
T NEWARK CITY SUBWAY
280
280
280
N
S
E
W
B3
R3
R3 1I
2I
CA
BIN
ET
S
T
1I
R3
SITE
NEWARKCITY
NE
W S
T
PARKB4
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 asparking facilities accompanied with easyaccessibility through sidewalks and ramps,housing units, etc, as required by the barrierdesign regulations N.J.A.C. Title 17
Facilities for the storage and collection of refuseand recyclable materials for the site includingdetails of walls or fences used for screeningpurposes of well as measures to assureprotection from infestation of rats and vermin,etc. This is applicable to all multi-family projectswith 25 or more dwelling units and commercialprojects. Provisions for collection of refuse shallalso be provided.
REVISION
DATE DESCRIPTIONNO DWN CKD
1
2
3
SURVEYS & MAPPINGSURVEYS & MAPPING
Services Corporation
CORPORATE HEADQUARTERS
( )
80 Park Plaza
Phone : 430 7000973
Newark, N.J. 07102-4194Services Corporation
cCopyright Public Service Enterprise Group 2013
643 7350Fax : ( )973
CHECKED
DATE EXAMINED AUTH
DRAWN SCALE SCK AS SHOWN
DCC
SITE PLAN
PSE&G’sMcCARTER 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 AVENUE13-45 LITTLETON AVENUE
215,750 sf
McCARTER G01-1PFINAL GRADING, DRAINAGE, SOIL EROSION
20,930 sf 13%
SEE ENGINEERING REFERENCEPLANS 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 & VEATCH11401 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
STANDARDSREQUIRED 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 COMMENTS2/25/13 CML SCK
6-11-13McCARTER KEY-1P
6/1 1 /13 FINAL UPDATES CML SCK
11401 LAMAR AVE - OVERLAND PARK - KANSAS - 66211
