I IDE) T N 'W 0 (10
8.19' T 7.84' B
.
AN
S 10"
6.86' B
x9.04'
x7.69'
LA T A
8.75' T 8.25' B
JON J. BARNHART PROFESSIONAL PLANNER N.J. NO. PROFESSIONAL ENGINEER N.J. NO. GE43483 8.35' T 7.96' B
R= I = 8.67 3.8 ' 7'
x9.28'
PROFESSIONAL PLANNER N.J. NO. 2676 PROFESSIONAL LAND SURVEYOR N.J. NO. GS28314 7.41' T 6.94' B
LOT 2
R=8.87' I = 1.57'
8.42' T 8.06' B
BLOCK 187 LOT 3
8.55' T 8.23' B
8.70' T 8.20' B 8.59' T 8.17' B
ATLANTIC CITY, NEW JERSEY 08401
8.40' T 7.95' B
x10.0'
LOT 1
.I.P "D 12
x9.75'
ARTHUR W. PONZIO CO. & ASSOCIATES, INC. SURVEYORS, PLANNERS, ENGINEERS 400 NORTH DOVER AVENUE, PHONE: 609-344-8194
x7.47'
UP A6 40 8
7.26' T 6.75' B
8.73' T 8.23' B
ARTHUR W. PONZIO, JR.
8.42' T 8.03' B
FAX: 609-344-1594
NEW JERSEY STATE AUTH. NO.: 24GA28001300
BL. 186
LOT 5
(SETBACK)
.S . AN
x10.0'
8.48' T 7.92' B
8.26' T 7.80' B
NORTHWEST LIN
R= I = 8.73 I= 3.43 ' 1.5 3'
7.93' T 7.48' B
R= I = 8.55 I= 0.55 ' 3.8 ' 0'
7.71' T 7.25' B
PACIFIC AVE NUE
7.46' T 6.94' B
(60' WIDE)
S 62°32'00" W 8.34' T 7.89' B
8.18' T 7.73' B
EX. 12" WAT
8.04' T 7.53' B
UP A6 40
ER MAIN
SOUTHEAST
UP NO #
R= I=1 6.98 .18 ' ' x7.11'
7.49' T 7.01' B
N 62°32'00" E
5.21' AUP N 62°32'02 09 "E 266.26'527
LINE
7.20' T 6.69' B
x8.35'
4
atlantic city
UP A1 44
x8.61'
NORTHEAST LINE
x7.63'
x8.39'
NO IMPROVEMENTS PROPOSED FOR THE EXISTING SURFACE PARKING LOT
x8.32'
x6.85'
21
x8.51'
x8.02' x7.67'
x7.31'
UP NO # UP A6 40 1
x6.78'
x8.08'
x7.98'
22
22
x7.95' x7.88'
SANITARY 8" DIP SAN SEWER CONNECTION - 46 LF
x7.73'
20
x7.16'
7.37' T 6.87' B
UP A6 40 0
6.45' T 5.93' B
NEW
R= S/S M/H I = XX' XX '
S 27°21'00" E
SOIL BORING #1
x7.17'
HARTFORD
356.18'
x7.26'
x7.81'
x8.78'
6.62' T 6.15' B
x7.74'
AVENUE
x8.34'
4270 SF OF NEW POROUS PAVEMENT
6.92' B
22
10" SAN.
x12.0'
x9.00'
N 31°55'00" W 342.72'
7.50' T 7.00' B
22
(60' WIDE)
x7.71'
x8.01' x11.0'
NEW GAS LATERAL
7.16' B
345.65' S 31°55'00" E
x12.0'
ALBANY AVENUE
FINISHED FLOOR EL. 12'
x8.29'
BL. 22
6.59' T 6.35' B
NEW S/S M/H
7.70' T 7.20' B
6.80' T 6.38' B
NE
3
x8.50'
x9.20'
1020 Atlantic Ave., Atlantic City, NJ 08401 t: 609 - 345 - 5222 f: 609 - 345 - 7486 www.sosharch.com
SOUTHWEST LI
7.39' B
SOUTHWEST LINE x12.0'
x8.68'
7.85' T 7.35' B
22
Thomas J. Sykes, A.I.A. 6.82' T 6.46' B
x8.34' x7.98'
NEW GAS LATERAL
STOCKTON UNIVERSITY ATLANTIC CITY CAMPUS PROJECT and SOUTH JERSEY GAS CORPORATE HEADQUARTERS Atlantic Avenue & Albany Avenue Atlantic City, NJ
I S S U E
CAFRA / CRDA SUBMISSION - 02/08/16
x6.90'
SUBMISSIONS
x6.63'
PROPOSED CAMPUS BUILDING
BL. 23 23 6.29' T 5.85' B
6.81' B
FINISHED FLOOR EL. 12'
7.02' T 6.62' B
UP A6 44 3
x7.49'
3850 SF OF NE W POROUS PAVE MENT
R= I = 7.11 XX ' '
x7.27'
6.29' T 5.79' B
x7.65'
R= I=2 6.25 .40 ' ' x6.18'
xx 6.5 'TC 1'F L
x7.95'
x7.24'
x8.50'
"SEASHORE EAST" CONDOMINIUMS
ER MAIN
x9.38'
6.9 6.4 6'TC 5 R= 'FL I = 6.91 XX ' '
EX. 12" WAT
22
x7.46'
P
x6.73'
x9.5'
26
BEACH ACCESS RAMP
SOIL BORING #2
x8.26' x8.14'
x6.13'
x7.62' x7.28' x7.01'
x8.97' x10.67'
x10.64'
SOIL BORING #3
ARC = 49.78' RAD. = 723.23' x10.76'
N 65°59'3
5" E
x10.78'
x11.0'
x10.74'
x10.50'
(60' WIDE) 20
0
20
40
x10.78' x10.71'
R= I=X 5.27 X' '
BOARDW A LK (60' W
R= I=X 5.55 X' '
x10.65' x10.73'
x10.69'
60 x10.49'
GRAPHIC SCALE IN FEET
218.53' x10.72'
x10.65'
GRADING, DRAINAGE & UTILITY PLAN SECTION 3
BEACH ACCESS RAMP
x10.74' x10.59'
Description
DRAWING TITLE:
x12.0'
EX. 12" WATER MAIN x10.59'
Date
6.19' T 5.73' B
No. 6.15' T 5.69' B
FINISHED FLOOR EL. 12'
BOARDWALK
6.91' T 6.42' B
x8.57'
8.30' T 7.70' B
SANITARY 8" DIP SAN SEWER CONNECTION - 35 LF
6.8 6.2 4'TC 4'F L
new york
SOIL BORING #4
600 SF O NEW PO F ROUS PAVEM ENT
CONDUITS FOR IT
27
6.90' T 6.43' B
x6.90'
8.13' T 7.73' B
12" SAN.
x8.94'
7.18' T 6.58' B
7.0 6.3 8'TC R= 4'FL I=3 6.84 .54 ' ' x7.07'
R= I = 6.97 -0. ' 03 '
6.9 6.2 9'TC 1'F L 55
x9.85'
7.04' T 6.47' B
R= I = 7.01 0.1 ' 1'
7.77' T 7.24' B
5
8.40' T 7.90' B
16" SAN.
7.22' T 6.69' B
(50' WIDE)
36.05'
X. 6.4 XX' 4'F L R= 6 I=3 .83 .43 ' '
6.87' T 6.46' B
x10.0'
7.0 6.8 8'TC 4'F L
6.30' T 5.91' B
8.47' T 7.94' B
8.44' T 7.94' B
6.82' T 6.46' B
x9.54'
E x7.20'
x12.0'
7.14' T 6.64' B
x7.38'
8.50' T 8.00' B
6.78' T 6.25' B
' 2.93 L=8 0' 00.0 R=3
CONC. PAD
IDE)
x10.59' x10.67'
U/P (EX. EMERGENCY SIREN BEACON)
x10.57' x10.71'
SOSH PROJECT NO.: 15012.00
x10.66'
x10.88'
STAIR
x10.63'
x10.74'
DRAWN BY: NZ REV. BY: JJB
AWP PROJECT NO.: 32870
x10.77' x10.64'
DRAWING NO.
C-9
