R= I = 7.54 I= 3.94 ' I= 4.54 ' 2.5 ' 4'
R= I = 7.67 IN ' NA C.
5.9 5.3 7'TC 7'F L
XX XX 'TC 'FL
6.17' T 5.85' B
6.15' B
6.05' T 5.55' B
UP A3 0
6.10' T 5.64' B
6.34' T 5.87' B
6.40' T 5.90' B
6.50' T 6.00' B
6.21' T 5.62' B
PROFESSIONAL PLANNER N.J. NO. PROFESSIONAL ENGINEER N.J. NO. GE43483 7.99' T 7.57' B
6.90' T 6.40' B
6.69' T 6.14' B
JON J. BARNHART
8.58' T 8.08' B
8.45' T 7.92' B
N 58°05'00" E 200.63'
R= I=3 7.96 .46 ' '
ARTHUR W. PONZIO, JR. PROFESSIONAL PLANNER N.J. NO. 2676 PROFESSIONAL LAND SURVEYOR N.J. NO. GS28314
GR I = =6. X 41' x6.74' X'
x7.27'
7.52' T 7.05' B
x7.23'
x7.97'
7.70' T 7.20' B
8.86' T 8.34' B
(SETBACK)
"S
AN
.
O .C EX
' 8.44' T 7.99' B
x7.45'
W
x7.40'
x7.74'
TE RE NC
EX. L/P TO REMAIN
FAX: 609-344-1594
NEW JERSEY STATE AUTH. NO.: 24GA28001300
10
.00'
6.75' T 6.31' B
PHONE: 609-344-8194
R= I = 10.4 XX 5' '
8.10' T 7.58' B
125
7.57
GR I = =6. XX 31' '
R= I = 6.76 XX ' '
ARTHUR W. PONZIO CO. & ASSOCIATES, INC. SURVEYORS, PLANNERS, ENGINEERS 400 NORTH DOVER AVENUE,
R= I = 9.23 XX ' '
= US
= 13
x7.18'
MONUMENT
ATLANTIC CITY, NEW JERSEY 08401
I RAD
ARC
7.10' T 6.60' B
7.8 7.2 8'TC 1'F L
x7.18'
(80' WIDE)
R= I = 8.50 ' XX x6.58' ' SOUTHEAST LINE R= I = 8.70 ' X R= X' I = 8.73 XX ' R= ' I = 8.78 XX ' '
R= I = 6.32 1.0 ' 5'
IN G
5.98' T 5.46' B
EX. 8" WATER MAIN
6.92' T 6.44' B
6.49' T
x6.44'
6.24' T 5.78' B
PA RK
5.87' T 5.37' B
R= I = 7.48 IN ' NA C.
AVENUE
R= I = 9.14 4.1 ' 4'
10" SAN.
6.4 5.8 9'TC 5'F L 6.65' T
VENTNOR
R= I = 8.62 3.8 ' 7'
K AL
7.50' T 7.00' B
W S AY .) YP (T
UP 32 33
6.76' B
7.60' T 7.10' B
7.65' T 7.05' B
x8.50'
x6.79'
EX. 20" WATER MAIN
7.06' T 7.05' B
x7.25'
x7.27'
0
x9.00' P 1:2
x7.38'
8.00'x
EX. L/P TO BE REMOVED
ROOF LEADER
8.43' T 7.97' B
RAM
8" SAN.
NEW ST M/H
x7.65' 7.60' T 7.13' B
MILL & PAVE EX. SURFACE PARKING AREA
7.26' T 5.85' B
UP A2 2
new york
x12.00'
7.33' T 6.95' B
x7.71'
atlantic city 7.65' T 7.15' B
7.65' T 7.15' B
R= I = 8.73 XX ' '
x7.72'
x7.67'
8.49' T 8.06' B 8.38'x
10" SAN.
x7.87'
7.67' T 7.18' B
8'x10' METER PIT
x7.25'
Thomas J. Sykes, A.I.A. 1020 Atlantic Ave., Atlantic City, NJ 08401 t: 609 - 345 - 5222 f: 609 - 345 - 7486 www.sosharch.com
x7.77'
EX. L/P TO REMAIN
7.75' T 7.25' B 7.73' T 7.30' B
8.01' T 7.58' B
PROPOSED ACEDEMIC BUILDING
x8.23'
8.76'x
7.82' T 7.37' B
S 31°55'00" E 286.54'
490.00'
1:12
N 31°55'00" W
(50' WIDE)
STORM ROOF LEADER
EX. L/P TO BE REMOVED
RAM P
AVENUE
8.35' T 7.85' B
x8.29'
x8.47'
x9.00'
7.80' T 7.30' B
7.94' T 7.34' B
7.95' T 7.45' B
x12.00' 8.21' T 7.82' B
UP A2 1
EX. L/P TO BE REMOVED
8.00' T 7.50' B
TRENTON
7.82' T 7.37' B
FINISHED FLOOR EL. 12'
9.20'x
x12.00'
x8.79'
x9.50'
x8.81'
EX. L/P TO REMAIN
YS (TYP.)
TE WALKWA
EX. CONCRE
x8.36'
8.9 8.2 1'TC 7'F L
7.65' T 7.07' B
(WIDTH VARIES)
R= I = 8.85 XX ' '
x8.23'
7.80' T 7.24' B
AVENUE
x8.05'
ALBANY
7.55' T 6.06' B
7.70' T 7.20' B
x8.35'
STOCKTON UNIVERSITY ATLANTIC CITY CAMPUS PROJECT and SOUTH JERSEY GAS CORPORATE HEADQUARTERS Atlantic Avenue & Albany Avenue Atlantic City, NJ
7.84' T 7.35' B
8.26' T 7.92' B
8.26' T 8.00' B
I S S U E x8.66'
MILL & PAVE EX. SURFACE PARKING AREA
8.55' T 8.05' B
CAFRA / CRDA SUBMISSION - 02/08/16
8.25' T 7.75' B 8.24' T 7.76' B
FINISHED FLOOR EL. 12'
9.61'x x8.57'
x9.32'
8.04' T 7.49' B
x9.27'
SUBMISSIONS
x8.78'
EX. L/P TO BE REMOVED 6" FIRE 4" DOMESTIC
x9.07'
TY P
.)
EX. L/P TO REMAIN
8.40' T 7.90' B
RAMP 1:20
9.94'x
8.15' T 7.66' B
CR
x8.83' 8.47' T 7.99' B
ON
RAMP 1:20
8.51' T 8.13' B
ET EW AL
KW AY
S(
8.75' T 8.25' B
UP A2 0
x9.68'
EX
.C
x10.00'
x9.23'
8.89' T 8.39' B
EX. L/P TO BE REMOVED
EX. L/P TO BE REMOVED x9.34' x9.75'
NEW GAS LATERAL
9.12' T 8.70' B
20
0
20
40
10" D.I.P. SAN
60
9.01' T 8.68' B
UP A1 31 4
9.10' T 8.60' B 9.20' T 8.70' B
9.15' T 8.65' B
9.00' T 8.62' B
8.96' T 8.55' B
9.10' T 8.60' B
UP NO #
9.00' T 8.50' B
8.79' T 8.40' B
EX. 12" WATER MAIN
GRAPHIC SCALE IN FEET 12"x12" TAPPING VALVE & SLEEVE PER ACMUA REQ.
8.75' T 8.27' B
NEW S/S M/H
E U EN
8.51' T 7.83' B
.70'
= 30
= 90
R= I = 8.76 3.9 ' 6'
Description
DRAWING TITLE:
GRADING, DRAINAGE & UTILITY PLAN SECTION 1
AV x8.90'
IC IDE) T N 'W
10" SAN.
A L T
A
8.75' T 8.25' B
0 (10
N.
A 0" S
x9.04'
1
CONDUITS FOR IT 12"x8" TAPPING VALVE & SLEEVE PER ACMUA REQ.
ATLANTIC AVENUE
Date
8.29' T 7.80' B
8.53' T 8.05' B
8.55' T 8.05' B 8.95' T 8.45' B
No.
8.84' T 8.31' B
x8.92'
8.50' T 8.05' B
NEW 8" DIP WATER MAIN TO BE COORDINATED W/ ACMUA
12" VALVE
x10.09'
8'x10' METER PIT
3
9.00' T
R= 8.70' B I = 9.19 4.9 ' 9'
x8.91'
8.55' T 8.05' B
229.00' S 58°05'00" W
9.12' T 8.55' B
8.95' T 8.50' B
UP A1 37 73
x10.10'
SANITARY 8" DIP x9.91' SAN SEWER CONNECTION - 95 LF NORTHWEST LINE
LEGEND X.XX' = EXISTING SPOT ELEVATION X.XX' PROPOSED SPOT ELEVATION (N.A.V. 1988 DATUM)
0.00 '
x9.73'
ARC
IUS
10.21'x
x9.47'
8.25' T 7.78' B
8.55' T 8.05' B
RAD
R= I = 8.55 5.4 ' 5'
NORTHEAST LINE
8.70' T 8.29' B
8.95' T 8.45' B
8.19' T 7.84' B
DRAWN BY: NZ REV. BY: JJB SOSH PROJECT NO.: 15012.00
12" VALVE
8.35' T 7.96' B
R=
8.6
7'
AWP PROJECT NO.: 32870
DRAWING NO.
C-7
