FOR IT
BE COORDINATED W/ ACMUA
12" VALVE
EX. 12" WATER MAIN
x10.09'
x10.18'
x10.03'
x10.25'
R= I = 11.2 3.8 6' R= 6' I = 11.1 5.0 5' 0'
x9.98'
REPLACE EX. 4" SERVICE W/ NEW 12" DIP
(100' WIDE) R= I = 9.46 2.0 ' 6'
9.40' T 8.89' B
9.28' T 8.78' B
9.16' T 8.74' B
9.10' T 8.60' B
UP A1 37
SOUTHEAST LINE
9.45' T 8.95' B
x9.75'
N 58°05'00" x9.70' E 200.00'
x9.75'
8.96' T 8.56' B
4 x9.30'
x9.60'
R= I = 8.67 3.8 ' 7'
x9.28'
CONDUITS FOR IT
EX. 4" WATER MAIN 9.05' T 8.55' B
9.04' T 8.54' B
8.92' T 8.55' B
R=8.87' I = 1.57' 8.97' T 8.47' B
N 58°05'00" E 161.20'
9.03' T 8.53' B
ARTHUR W. PONZIO, JR. PROFESSIONAL PLANNER N.J. NO. 2676 PROFESSIONAL LAND SURVEYOR N.J. NO. GS28314
12" D.I.P. SAN.
8.90' T 8.53' B
9.47' T 8.97' B
9.24' T 8.74' B
x8.89'
9.42' T 9.09' B
9.30' T 8.80' B
9.35' T 8.98' B
x9.54'
9.22' T 8.77' B
9.30' T 8.87' B
9.40' T 8.90' B
x9.37'
x9.54'
x9.83'
NEW 8" DIP WATER MAIN TO BE COORDINATED W/ ACMUA
10" D.I.P. SAN.
9.45' T 8.95' B
12" VALVE
x9.73'
12" D.I.P. SAN.
9.50' T UP B 9.00' A1 37 74
ATLANTIC AVENUE
PROFESSIONAL PLANNER N.J. NO. PROFESSIONAL ENGINEER N.J. NO. GE43483
8.85' T 8.42' B
8.90' T 8.40' B
8.73' T 8.23' B
UP A6 40 9
ARTHUR W. PONZIO CO. & ASSOCIATES, INC. SURVEYORS, PLANNERS, ENGINEERS 400 NORTH DOVER AVENUE,
8.55' T 8.23' B
8.70' T 8.20' B
UP A6 40
ATLANTIC CITY, NEW JERSEY 08401
8
PHONE: 609-344-8194
8.59' T 8.17' B
x10.39'
12"x12" TAPPING VALVE & SLEEVE PER ACMUA REQ.
JON J. BARNHART
12"x8" TAPPING VALVE & SLEEVE PER ACMUA REQ.
SOUTHEAST LINE
FAX: 609-344-1594
NEW JERSEY STATE AUTH. NO.: 24GA28001300
x10.0' x9.65'
x9.83'
"D 12
x9.78'
x9.75'
(SETBACK)
ST M/H
FINISHED FLOOR EL. 12'
atlantic city x8.35'
x11.40' 8.44' T 8.14' B
FINISHED FLOOR EL. 12'
x12.0'
x8.68'
x9.67'
x11.0'
7.85' T 7.35' B
x12.0'
8.43' T 7.98' B
NEW GAS LATERAL
x9.59'
NEW GAS LATERAL
NEW S/S M/H
x8.50'
UP A1 39 28
8.65' T 8.15' B
ST M/H
NEW GAS LATERAL
FINISHED FLOOR EL. 12'
x8.08' x8.85'
8.04' T 7.64' B
FINISHED FLOOR EL. 12'
12"x8" TAPPING VALVE & SLEEVE PER ACMUA REQ.
7.59' B
x12.0'
8.00' T 7.50' B
ROOF LEADER W/ TRENCH DRAIN RELIEF
FINISHED FLOOR EL. 12'
x9.55'
x9.38'
x8.50'
xx 6.5 'TC 1'F L
7.02' T 6.62' B
TWO STORY BUILDING
x9.5'
7.54' B 7.13' B
7.80' T 7.33' B
ST M/H
UP A2 02 4
6.9 6.4 6'TC 5 R= 'FL 6 I = .91 XX ' '
I=
XX
'
TIE INTO EX. INLET
BEACH ACCESS RAMP
FINISHED FLOOR EL. 12'
11 LF 18" DIP STORM @ .005
SOIL BORING #2 No.
9
TIE INTO EX. INLET
S 58°05'00" W
EX. 12" WATER MAIN x8.97'
x9.80'
x10.55'
x10.55'
x10.67'
x10.64'
x10.52'
x10.47'
7
9
60 6 6
8
EX. 12" WATER MAIN 9
8
INSID E (COIN TOE OF D U CIDE NT W NE / FEN CE)
EX. 18" C.F. OUTFALL
x11.0' x10.48'
Description
DRAWING TITLE:
x12.0'
222.00'
x10.59' x10.58'
Date
AREA OF BOARDWALK EXPANSION - EL 11'
7.60' T 7.10' B
x9.65'
GRAPHIC SCALE IN FEET
N 31°55'00" W 342.72' x7.46'
R= I = 8.17 4.4 ' 7'
X.XX' = EXISTING SPOT ELEVATION X.XX' PROPOSED SPOT ELEVATION (N.A.V. 1988 DATUM)
SUBMISSIONS
PROPOSED CAMPUS BUILDING
x7.95'
SWIMMING POOL
40
(60' WIDE)
x7.71'
7.37' T 6.87' B
XX 8.7 XXT 1'F C' L
8.56' T 7.99' B
x7.88'
42 LF 18" DIP STORM @ .005
8.10' T 7.60' B
CAFRA / CRDA SUBMISSION - 02/08/16
NEW
R= S/S M/H I = XX' XX '
SANITARY 8" DIP SAN SEWER CONNECTION - 46 LF
LOT 2
LEGEND
SOIL BORING #1
x7.81'
x8.78'
x9.02'
x10.90'
PLANTER
7.16' B
ROOF LEADER W/ TRENCH DRAIN RELIEF
x7.24'
8.20' T 7.75' B
345.65'
PROPOSED CAMPUS BUILDING
THREE STORY BUILDING
LOT 1
7.50' T 7.00' B
x9.00'
ST M/H
8.15' T 7.65' B
74 LF 18" DIP STORM @ .005
x10.90'
8.25' T 7.75' B
6.81' B
200.00' S58°05'00"W
8.80' T 8.30' B
S 31°55'00" E
7.85' B
(50' WIDE)
x12.0'
x8.40'
10.3' x 200' R-O-W
9.00' T 8.50' B
x8.01' x11.0'
x8.29'
x9.07'
STOCKTON UNIVERSITY ATLANTIC CITY CAMPUS PROJECT and SOUTH JERSEY GAS CORPORATE HEADQUARTERS Atlantic Avenue & Albany Avenue Atlantic City, NJ
I S S U E
8.03' T 7.63' B
8.75' T 8.25' B
8.65' T 8.15' B
x12.0'
x8.80' x8.15'
7.70' T 7.20' B
6.92' B
x8.75
x11.0'
x12.0'
x8.90'
x9.20'
7.57' B
x9.10'
FINISHED FLOOR EL. 12'
8.02' T 7.73' B
x8.85'
SANITARY 8" DIP SAN SEWER CONNECTION - 25 LF
ALBANY AVENUE
8.25' T 7.75' B x8.75'
427.30'
x8.66'
8.28' T 7.87' B
8.40' T 7.90' B
8.40' T 7.90' B
ROOF LEADER W/ TRENCH DRAIN RELIEF
N 31°55'00" W
8.55' T 8.05' B
TIE INTO EX. INLET
20
1020 Atlantic Ave., Atlantic City, NJ 08401 t: 609 - 345 - 5222 f: 609 - 345 - 7486 www.sosharch.com
NORTHEAST LINE
SANITARY 8" DIP SAN SEWER CONNECTION - 35 LF
LOT 3
0
x8.57'
7.39' B
SOUTHWEST LINE
295 LF 18" DIP STORM @ .005
ROOSEVELT AVENUE
x8.60' ST M/H
8.06' T 7.51' B
x8.94'
CONDUITS FOR IT
x8.26'
FINISHED FLOOR EL. 12'
ROOF LEADER W/ TRENCH DRAIN RELIEF
R= I = 9.58 4.3 ' 6'
8.09' T 7.51' B
8.13' T 7.73' B
x9.85'
8.30' T 7.70' B
8.55' T 8.05' B
UP A1 3
x8.62'
x8.15'
8.35' T 7.85' B
12" D.I.P. SAN
7.97' B
x10.63'
8.70' T 8.20' B
x8.75'
8.48' T 7.95' B
ROOF LEADER W/ TRENCH DRAIN RELIEF
R= I = 9.58 4.3 ' 1'
20
new york
Thomas J. Sykes, A.I.A.
275 LF 18" DIP STORM @ .005
8.42' T 7.92' B
R= I = 9.29 XX ' '
ROOF LEADER W/ TRENCH DRAIN RELIEF
x10.0'
x10.10'
x12.0'
EX. U/P TO BE REMOVED
XX 8.7 XXT 1'F C' R= L I=5 9.72 .37 ' '
5
x8.39'
17 LF 18" DIP STORM @ .005
"THE ENCLAVE" CONDOMINIUMS
UP A6 40
8.40' T 7.90' B
CONDUITS FOR IT
UP A1 2
8.50' T 8.00' B
ST M/HT 8.50' 8.00' B
36.05'
8.61' T 8.09' B
x8.90'
x8.90'
NEW GAS LATERAL
x8.70'
(50' WIDE)
8.59' T 8.08' B
250 LF 18" DIP STORM @ .005
S31°55'00"E 300.00
N31°55'00"W 300.00
x8.81'
PLACE x8.70'
LINCOLN
8.43' T 8.14' B
AREA OF OPEN ROOF - PARKING GARAGE BELOW
8.18' T 7.73' B
8.34' T 7.89' B
x12.0'
x9.26'
AREA OF OPEN ROOF GARDEN/COURTYARD PARKING GARAGE BELOW
R= I=4 9.94 .72 ' '
S 62°32'00" W
385 LF 18" DIP STORM @ .005
x8.87'
x9.02'
8.47' T 7.94' B
NORTHEAST LINE
NORTHEAST LINE
8.77' T 8.29' B
x9.45' x9.20'
8.95' T 8.53' B 8.71' T 8.35' B
8.69' T 8.35' B 8.51' T 8.21' B
8.70' T 8.20' B
8.44' T 7.94' B
12" SAN.
BL. 17
x9.54'
x10.0'
8.65' T 8.15' B
ROOF LEADER W/ TRENCH DRAIN RELIEF
R= I = 8.55 I= 0.55 ' 3.8 ' 0'
x10.39'
x10.46'
NEW GAS LATERAL
UP A1 1
8.82' T 8.32' B
R= I = 8.73 I= 3.43 ' 1.5 3'
x12.0'
FINISHED FLOOR EL. 12'
SANITARY 8" DIP SAN SEWER CONNECTION - 25 LF x9.66'
8.90' T 8.40' B
9.26' T 8.80' B x9.06'
9.00' T 8.50' B NEW S/S M/H
8.50' T 8.00' B 8.48' T 7.92' B
METER PIT
x9.20' SOUTHWEST LINE 8'x10'
9.18' T 8.74' B 9.08' T 8.55' B
PROPOSED CAMPUS BUILDING
12"x12" TAPPING VALVE & SLEEVE PER ACMUA REQ.
ST M/H
FINISHED FLOOR EL. 12'
9.00' T 8.50' B
x10.0'
12" REDUCING VALVE
8.77' T 8.27' B
AREA OF SOUTH JERSEY GAS OFFICE TOWER - PARKING GARAGE BELOW
.
ROOF LEADER W/ TRENCH DRAIN RELIEF
AN
9.25' T 8.75' B
.S
8'x10' METER PIT
.I.P
ST M/H
ST M/H
' 2.93 L=8 0' 00.0 R=3
6" FIRE 4" DOMESTIC
6" FIRE 4" DOMESTIC
x10.56'
x10.45'
x10.56'
BOARDWALK x10.48'
x10.59'
ARC = 49.78' GRADING, DRAINAGE & UTILITY PLAN RAD. = 723.23' SECTION 2
x10.50'
(60' WIDE) DRAWN BY: NZ REV. BY: JJB x10.49'
x10.45'
x10.51'
x10.47'
x10.43'
10
11
10
x10.49'
x10.59'
U/P (EX. EMERGENCY SIREN BEACON)
SOSH PROJECT NO.: 15012.00 AWP PROJECT NO.: 32870
DRAWING NO.
C-8
