C
A
T
C
H
B
A
S
IN
G
R
A
T
E
=
4
.0
1
'IN
V
=
0
.0
0
'
S
T
R
M
M
H
R
IM
=
5
.2
9
'
IN
V
=
0
.0
0
'
S
T
R
M
M
H
R
IM
=
4
.6
6
'
IN
V
=
0
.0
0
'
C
A
T
C
H
B
A
S
IN
G
R
A
T
E
=
3
.3
1
'IN
V
=
0
.0
0
'
C
A
T
C
H
B
A
S
IN
G
R
A
T
E
=
4
.1
7
'
IN
V
=
0
.0
0
'
C
A
T
C
H
B
A
S
IN
G
R
A
T
E
=
4
.3
2
'IN
V
=
0
.0
0
'
184
3.8
24
G1-140-34
C
A
T
C
H
B
A
S
IN
G
R
A
T
E
=
6
.0
1
'
IN
V
=
0
.0
0
'
S
T
R
M
M
H
R
IM
=
6
.0
5
'IN
V
=
0
.0
0
'
M
AT
C
H
LIN
E- A
H
W
-C
1
S
T
O
R
M
C
2
S
T
O
R
M
C
3
S
T
O
R
M
C
4
R
IM
=
4
.0
0
ST
OR
M E
14
S
T
O
R
M
3
S
T
O
R
M
4
S
T
O
R
M
M
H
2
(B
U
R
IE
D
)
21" RCP
S
T
O
R
M
20
R
IM
=
4.26
S
T
O
R
M
2
1
R
IM
=
4
.1
6
S
T
O
R
M
2
2
G
R
=
4
.2
8
S
T
O
R
M
5
R
IM
=
4
.2
1
S
T
O
R
M
7
S
T
O
R
M
6
R
IM
=
4
.1
7
S
T
O
R
M
E
-1
3
AG
R
=
4
.3
8
S
T
O
R
M
E
-1
3
G
R
=
4
.5
3
S
T
O
R
M
8
R
IM
=
6
.0
3
E
N
T
R
A
N
C
E
T
O
L
L
P
L
A
Z
A
A
T
L
A
N
T
IC
A
V
A
T
IO
N
C
H
U
R
C
H
C
R
E
E
K
BU
S E
NT
RA
NC
E/ E
XIT
RA
MP
F E
NT
RA
NC
E T
O P
LA
ZA
S
T
O
R
M
C
1
4
C
A
T
C
H
B
A
S
IN
G
R
A
T
E
=
5
.6
1
'
IN
V
=
0
.0
0
'
M
H
3
B
U
N
ID
E
N
T
IF
IE
D
P
IP
E
M
A
T
C
H
L
I
N
E
-
B
C
A
T
C
H
B
A
S
I
N
G
R
A
T
E
=
4
.
0
1
'
I
N
V
=
0
.
0
0
'
S
T
R
M
M
H
R
I
M
=
5
.
2
9
'
I
N
V
=
0
.
0
0
'
S
T
R
M
M
H
R
I
M
=
4
.
6
6
'
I
N
V
=
0
.
0
0
'
C
A
T
C
H
B
A
S
I
N
G
R
A
T
E
=
3
.
3
1
'
I
N
V
=
0
.
0
0
'
C
A
T
C
H
B
A
S
I
N
G
R
A
T
E
=
4
.
1
7
'
I
N
V
=
0
.
0
0
'
C
A
T
C
H
B
A
S
I
N
G
R
A
T
E
=
4
.
3
2
'
I
N
V
=
0
.
0
0
'
S
T
R
M
M
H
R
I
M
=
6
.
4
1
'
I
N
V
=
0
.
0
0
'
S
T
R
M
M
H
R
I
M
=
6
.
5
0
'
IN
V
=
0
.0
0
'
S
T
R
M
M
H
R
I
M
=
6
.
5
7
'IN
V
=
0
.0
0
'
1
8
4
3
.
8
2
4
G
1
-
1
4
0
-
3
4
C
A
T
C
H
B
A
S
I
N
G
R
A
T
E
=
6
.
0
1
'
I
N
V
=
0
.
0
0
'
S
T
R
M
M
H
R
I
M
=
6
.
0
5
'
I
N
V
=
0
.
0
0
'
M
A
T
C
H
L
I
N
E
-
A
H
W
-
C
1
S
T
O
R
M
C
2
S
T
O
R
M
C
3
S
T
O
R
M
C
4
R
I
M
=
4
.
0
0
S
T
O
R
M
E
1
4
S
T
O
R
M
3
S
T
O
R
M
4
S
T
O
R
M
M
H
2
(
B
U
R
I
E
D
)
2
1
" R
C
P
S
T
O
R
M
2
0
R
I
M
=
4
.
2
6
S
T
O
R
M
2
1
R
I
M
=
4
.
1
6
S
T
O
R
M
2
2
G
R
=
4
.
2
8
S
T
O
R
M
5
R
I
M
=
4
.
2
1
S
T
O
R
M
7
S
T
O
R
M
6
R
I
M
=
4
.
1
7
S
T
O
R
M
J
2
4
A
R
I
M
=
4
.
2
7
S
T
O
R
M
J
2
3
B
R
I
M
=
4
.
1
7
S
T
O
R
M
J
2
4
R
I
M
=
6
.
4
9
(
N
O
T
F
O
U
N
D
)
S
T
O
R
M
J
2
3
A
(
N
O
T
A
C
C
E
S
S
I
B
L
E
)
S
T
O
R
M
J
2
5
R
I
M
=
6
.
5
2
S
T
O
R
M
J
2
5
B
S
T
O
R
M
J
2
6
R
I
M
=
5
.
8
2
S
T
O
R
M
J
2
5
A
R
I
M
=
4
.
1
1
S
T
O
R
M
E
-
1
3
A
G
R
=
4
.
3
8
S
T
O
R
M
E
-
1
3
G
R
=
4
.
5
3
S
T
O
R
M
8
R
I
M
=
6
.
0
3E
N
T
R
A
N
C
E
T
O
L
L
P
L
A
Z
A
A
T
L
A
N
T
I
C
A
V
A
T
I
O
N
C
H
U
R
C
H
C
R
E
E
K
B
U
S
E
N
T
R
A
N
C
E
/ E
X
IT
S
T
O
R
M
M
H
R
I
M
=
6
.
0
3
I
N
V
=
0
.
0
0
S
T
O
R
M
M
H
R
I
M
=
6
.
2
2
I
N
V
=
0
.
0
0
S
T
O
R
M
M
H
R
I
M
=
5
.
9
0
I
N
V
=
0
.
0
0
S
T
O
R
M
M
H
R
I
M
=
6
.
0
2
I
N
V
=
0
.
0
0
S
T
O
R
M
M
H
R
I
M
=
5
.
9
0
I
N
V
=
0
.
0
0
M
A
IN
T
E
N
A
N
C
E
B
U
IL
D
IN
G
R
U
N
W
A
Y
1
7
-3
5
S
A
L
T
S
T
O
R
A
G
E
B
U
I
L
D
I
N
G
R
U
N
W
A
Y
1
7
-
3
5
B
U
S
D
R
I
V
E
R
S
'
B
R
E
A
K
R
O
O
M
E
L
E
C
T
R
I
C
A
L
S
U
B
S
T
A
T
I
O
N
I
S
L
A
N
D
A
V
E
T
O
L
L
P
L
A
Z
A
R
A
M
P
F
E
N
T
R
A
N
C
E
T
O
P
L
A
Z
A
S
T
O
R
M
C
1
4
C
A
T
C
H
B
A
S
I
N
G
R
A
T
E
=
5
.
6
1
'
I
N
V
=
0
.
0
0
'
M
H
3
B
U
N
I
D
E
N
T
I
F
I
E
D
P
I
P
E
TOPOGRAPHIC SURVEY
PREPARED FOR
PHILADELPHIA PARKING AUTHORITY
JOHN J. TRAYNOR III, PLS
PROFESSIONAL LAND SURVEYER
COMMONWEALTH OF PA
LICENCE # SU037565R
Land Surveying
Civil Engineering
Land Development
Water Management
Traffic Engineering
Digital Mapping
Construction Management
1301 N 2nd Street
Philadelphia, PA 19122
855.235.2233
www.RodriguezConsulting.biz
A Certified Minority-Owned
(MBE) & Disadvantaged
Business Enterprise (DBE)
Drawing Number:
REVISIONS
SIGNATURE
NO.
Drwn By: FD
Municipality: PHILADELPHIA
County: PHILADELPHIA
State: PENNSYLVANIA
Scale: 1" = 80'
Project Number: PPA 2015-001
Drawing Title:CHK By: JT
Philadelphia Parking Authority
1 Main Toll Plaza
Philadelphia International Airport
Philadelphia, PA 19153
Date: 04/17/2015
40 8 1600
1 inch = 80 feet( IN FEET )
80
GRAPHIC SCALE
162432
KEY MAP: PHILADELPHIA AIRPORT ECONOMY LOT
N
SCALE: 1" = 600'
ECONOMY
LOT - WEST
PHILADELPHIA A.P. ECONOMY LOT
CONTOUR INTERVALS: .5'
MAPPING COMPILED BY PHOTOGRAMMETRIC METHODS FROM AERIAL
PHOTOGRAPHY EXPOSED 03/19/15.
AREAS OF MAPPING WHICH MAY NOT MEET ACCURACY STANDARDS ARE
OUTLINED AND MARKED AS SUCH.
CONTOURS LOCATED FROM MAP UNITS OUTLINE TO OUTER EDGE OF
MAPPING MAY NOT MEET ACCURACY STANDARDS DUE TO TERRAIN
MODELING PROCESS.
MAP CONTROL WAS DERIVED FROM CLIENT PROVIDED FIELD SURVEY.
COPYRIGHT 04/2015: LAND & MAPPING SERVICES
300 NORTH SECOND STREET
CLEARFIELD, PA 16830
PHONE: 1-888-LMS-0027
NOTES:
1. COORDINATES AND BEARINGS ARE GIVEN IN THE NAD 1983 PENNSYLVANIA SOUTH STATE
PLANE COORDINATE SYSTEM.
2. ALL DISTANCES SHOWN ARE U.S. STANDARD.
3. THE STATE PLANE SCALE FACTOR IS 1.0000145639. ALL FIELD DISTANCES WERE CONVERTED
TO THE STATE PLANE COORDINATE SYSTEM USING THIS SCALE FACTOR.
4. PROPERTY LINES ARE BASED ON SURROUNDING DEEDS AND AVAILABLE PENNDOT AND
PHILADELPHIA STREETS DEPARTMENT ROADWAY PLANS.
5. PROPERTY LINES WITHIN DELAWARE COUNTY ARE BASED ON PLANS BY HERBERT E.
MACCOMBIE, JR., CONSULTING ENGINEERS AND LAND SURVEYORS, INC. TITLED "RIGHT OF
WAY PLAN OF PROPOSED HOG ISLAND ROAD EXTENTION", DATED NOVEMBER 25, 1998.
6. PROPERTY LINES WITHIN PHILADELPHIA COUNTY ARE BASED ON PROPERTY CORNERS SET BY
THE SEVENTH SURVEY DISTRICT OF PHILADELPHIA, SET IN AUGUST 2005.
7. PROPERTY LINE FOR PARCEL 17 IS BASED ON THE LEGAL DESCRIPTION FOR "PARCEL B"
PREPARED BY STANTEC CONSULTING INC. DATED APRIL 3, 2007.
8. EASEMENTS ON AIRPORT PROPERTY ARE NOT SHOWN.
9. THIS PLAN WAS COMPLETED WITHOUT THE AVAILABILITY OF A TITLE REPORT AND IS SUBJECT
TO ANY FACT THAT MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH.
LEGEND