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Transportation Authority
Southeastern Pennsylvania
LOCATION
ENGINEERING, MAINTENANCE, AND CONSTRUCTION
SEPTA PROJECT NO.: GEC12-H-31
NOTIFICATION LIST
T-000
44
BDH
SJS
TR
AC
K
CO
VE
R S
HE
ET
1 1
1
5883431-s-rr-cov000
LIST OF DRAWINGS - TRACK
IMP
RO
VE
ME
NT
WEST TO ARSENAL
30% DESIGN SUBMITTAL
NONE NONE
REGIONAL RAIL LINE - PHILADELPHIA, PA
SITE
PROJECT
44
43
42
41
40
39
38
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36
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31
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20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
T-703
T-702
T-701
T-504
T-503
T-502
T-501
T-304
T-303
T-302
T-301
T-176
T-169
T-168
T-156
T-155
T-154
T-146
T-145
T-130
T-129
T-128
T-127
T-126
T-125
T-124
T-123
T-122
T-121
T-116
T-115
T-110
T-109
T-108
T-107
T-106
T-105
T-104
T-103
T-102
T-101
T-002
T-001
T-000
TRACK TYPICAL SECTIONS (3 OF 3)
TRACK TYPICAL SECTIONS (2 OF 3)
TRACK TYPICAL SECTIONS (1 OF 3)
TRACKWORK DETAILS (4 OF 4) - 15 T/O & 13 T/O
TRACKWORK DETAILS (3 OF 4) - 3 T/O
TRACKWORK DETAILS (2 OF 4) - 5A T/O
TRACKWORK DETAILS (1 OF 4) - 5B T/O
KEY CROSS SECTIONS (4 OF 4)
KEY CROSS SECTIONS (3 OF 4)
KEY CROSS SECTIONS (2 OF 4)
KEY CROSS SECTIONS (1 OF 4)
PLAN & PROFILE - 5 CROSSOVER
PLAN & PROFILE - TB TRACK (2 OF 2)
PLAN & PROFILE - TB TRACK (1 OF 2)
PLAN & PROFILE - TRACK 5 (3 OF 3)
PLAN & PROFILE - TRACK 5 (2 OF 3)
PLAN & PROFILE - TRACK 5 (1 OF 3)
PLAN & PROFILE - TRACK 4 (2 OF 2)
PLAN & PROFILE - TRACK 4 (1 OF 2)
PLAN & PROFILE - TRACK 2/5 (10 OF 10)
PLAN & PROFILE - TRACK 2/5 (9 OF 10)
PLAN & PROFILE - TRACK 2/5 (8 OF 10)
PLAN & PROFILE - TRACK 2/5 (7 OF 10)
PLAN & PROFILE - TRACK 2/5 (6 OF 10)
PLAN & PROFILE - TRACK 2/5 (5 OF 10)
PLAN & PROFILE - TRACK 2/5 (4 OF 10)
PLAN & PROFILE - TRACK 2/5 (3 OF 10)
PLAN & PROFILE - TRACK 2/5 (2 OF 10)
PLAN & PROFILE - TRACK 2/5 (1 OF 10)
PLAN & PROFILE - "WEST" TK MY/4WY (2 OF 2)
PLAN & PROFILE - "WEST" TK 6 (1 OF 2)
PLAN & PROFILE - TRACK 1/6 (10 OF 10)
PLAN & PROFILE - TRACK 1/6 (9 OF 10)
PLAN & PROFILE - TRACK 1/6 (8 OF 10)
PLAN & PROFILE - TRACK 1/6 (7 OF 10)
PLAN & PROFILE - TRACK 1/6 (6 OF 10)
PLAN & PROFILE - TRACK 1/6 (5 OF 10)
PLAN & PROFILE - TRACK 1/6 (4 OF 10)
PLAN & PROFILE - TRACK 1/6 (3 OF 10)
PLAN & PROFILE - TRACK 1/6 (2 OF 10)
PLAN & PROFILE - TRACK 1/6 (1 OF 10)
GENERAL NOTES
KEY PLAN
COVER SHEET
7/13/2015
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
STORAGE
MATERIAL
STORAGE
MATERIAL
30
30
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
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50
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50
50
50
50
50
54
54
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54
54
60
606060
60
60
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60
60
60
60
60
6060
70
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7070
70
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7070
70
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80
20
20
20
20
20
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20
20
20
30
30
30
30
30
3030
30
30
30
30
3030
3030
30
30
20
20
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20
20
20
20
20
20
20
20
20
30
30
30
30
40
40
40
40
40
50
50
50
50
50
8' CHAIN LINK FENCE
CONCRETE WALL WITH 8' CHAIN LINK FENCE
5' CONC W
ALL WITH 6' IRO
N FEN
CE
8' CHAIN LINK FENCE
TRACK 1TRACK 2
3' CONC W
ALL WITH 8' CH
AIN LIN
K FENCE
8' CHAIN LINK FEN
CE
BOTTOM
OF BRIDGE ABU
TMEN
T
EDGE OF
BRIDGE
EDGE OF
BRIDGE
BOTTO
M OF BRIDGE ABU
TMEN
T
8' CHAIN LIN
K FENCE
ED
GE
OF
BRID
GE
ED
GE
OF
BRID
GE
WITH B
ARBED
WIR
E
8' C
HAIN LIN
K FEN
CE
SO
UTH 49
TH S
TR
EET
KINGSES
SING
AVENUE
CONCRETE FOOTER
EDGE OF
BRID
GE
EDGE OF
BRID
GE
BOTTOM OF BRIDGE ABUTMENT
BOTTOM OF BRIDGE ABUTMENT
BUILDING
BUILDING
8' CHAIN LINK FENCE
BOTTOM OF BRIDGE ABUTMENT
BOTTOM OF BRIDGE ABUTMENT
ED
GE
OF
BRID
GE ED
GE
OF
BRID
GE
WO
ODLAN
D AVE
NUE
SO
UTH 47
TH S
TR
EET
GRAYS FERRY AVENUE
(S
R 3003)
SO
UT
H
UNIV
ER
SIT
Y
AVE
NU
E
CONCRETE WALL WITH 10' CHAIN LINK FENCE
8' CHAIN LINK FENCE
BUILDING
8' CHAIN LINK FENCEWALL
8' CHAIN LINK FENCE
BUILDING
8' CHAIN LINK FENCE
HEADWALL
WALL
8' CHAIN LINK FENCE
8' CHAIN LINK FENCE
8' CHAIN
LINK
FENCE
CONCRETE WALL
WITH
PIPE INLET
DITCH
8' CHAIN
LINK FENCE
CONCRETE WALL
GATECONCRETE WALL
WITH BARBED WIRE
9' CHAIN LINK FENCE
EDGE OF GIRDER
EDGE OF GIRDER GUARD RAILS
GUARD RAILS
6' CHAIN LINK FENCE
6' CHAIN LINK FENCE
MITE
RED END
SECTION
6' C
HAIN LIN
K FE
NCE
INLET
PIPE
EDGE OF BRIDGE
EDGE OF BRIDGEBOTTOM OF BEAM
BOTTOM OF BEAM
CONCRETE WALL
BOTTOM
OF BRI
DGE ABUTMENT
BUILDING
CONCRETE WALL WITH 4' CHAIN
LINK FENCE
CONCRETE WALL WITH 4' CHAIN
LINK FENCE
FOOTERCONCRETE
FOOTERCONCRETE
FOOTERCONCRETE
FOOTERCONCRETE
BUILDING FOOTER
CONCRETE
ABUTMENT
BE
NC
H
SH
ED
SO
UTH ST
WALNUT ST
CHESNUT ST
SMITH WALK
6' C
HAIN
LINK
FENCE
WIT
H BARBED
WIR
E
8'
CH
AIN
LIN
K FE
NC
E
8'
CH
AIN
LIN
K FE
NC
E
WALL
WALL
WALL
WALL
BUILDING
BOTTOM
OF BRI
DGE ABUTMENT
BOTTOM OF STEEL BEAM
TR
AIL
ER
STAIRSBUILDING
ED
GE
OF
BRID
GE
PLATFORMW
ALL
WALL
WALL
CONDUIT
TUNNEL WALLS
TUNNEL WALLS
ED
GE
OF
BRID
GE
PIPES LAYING ON GROUND
DRAINAGE PIPE
BRIDGE SUPPORTS
BRIDGE SUPPORTS
PIPE INLET
HEADWALL
PIPE INLET
PIPE INLET
UNK. STRUCTURE
UNK. STRUCTURE
PILLARPILLAR
6' CHAIN LINK FE
NCE
UNK. STRUCTURE
UNK. STRUCTUREUNK. STRUCTURE
MANHOLE ON CONCRETE
EDGE OF PLATFORM
EDGE OF PLATFORM
BOTTOM OF WALL
STAIRS
CHANGE FROM 8' TO 4' FENCE
EDGE OF
PLATFORM
EDGE OF
PLATFORM
EDGE OF BRIDGE
BOTTOM OF BEAM
STAIRSSTAIRS
NO FOUNDATION
INST HSE
BLOCK BLD
BLOCK BLD
INST HSE
INST H
SE
CABINET
CABINET
CABINET
CABINET
CABINET
CABINET
CABINET
CABINETCABINET
CABINET
CABINETCABINET
CABINETCABINET
HSE
INST
INST HSE
HEALTH SCIENCES DR
EDGE OF
CANOPY
TUNNEL PORTAL
UNIVERSI
TY CI
TY STATIO
N
EDGE OF
CANOPY
STATIO
N
CA
NOP
Y
WALK
AIR LINE
VAULT
VENT/INLET
VENT/INLET
VENT/INLET
VENT/INLET
VENT/INLET
VENT/INLET
VENT/INLET
VENT/INLET
EDGE OF GIRDER
SC S
TA 13
9+37.94
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
T-001
44
T-0
01
BDH
SJS
400:1 NONE
IMP
RO
VE
ME
NT
TR
AC
K
KE
Y P
LA
N
T-123
T-103
T-122
T-102
T-121
T-101
T-155T-145T-125T-105
T-127
T-107
T-168
T-128
T-108
T-169T-129T-109 T-
130T-
110
T-116
T-115
EVA GNISSESGNIK
TE
ER
TS
HT
94
S
DVLB
YDENNEK F
NHOJ
TS TEKRAM
TS TUNT
SEHC
TS TUNL
AW
LUDLOW ST
EV
A
YTI
SR
EVI
NU
S
TE
ER
TS
HT
94
S
EVA
DNAL
DO
OW
TS
HT
74
S
EVA YRREF
SYARG
INTERLOCKING
"ARSENAL"
INTERLOCKING
"WEST"
MARCUS HOOK
TO AIR
PORT/WI
LMINGTON/
CHESTER
TO W
EST
LOWER LEVELTO 30TH ST STA
CSX HIG
H LIN
E
TRACK 2TRACK 1
TRACK 2
TRACK 1
CSXCSX
AMTRAK TK 2AMTRAK TK 3
TRACK 4TRACK 5
CSXAMTR
AK TK
1
AMTRAK
TK 2
AMTRAK
TK 3
TRACK
4TR
ACK 5
UPPER LEVEL
30TH ST STA
TRACK 5
TRACK 6TRACK 2
TRACK 1
1 1
2
(PROPOSED)
INTERLOCKING
"CIVIC"
(TO BE RETIRED)
INTERLOCKING
"WALNUT"
AMTRAK TK 2
AMTRAK TK 3
TRACK 5
TRACK 6
TR
AC
K 6
TR
AC
K 5
T-154T-124T-104
MAR
KET ST
TU
NNEL
T-176
T-156
T-146
T-126
T-106
T-002
44
BDH
SJS
TR
AC
K
GE
NE
RA
L N
OT
ES
1 1
3
NONE
5883431-s-rr-gnt002
IMP
RO
VE
ME
NT
1:1
ABBREVIATIONS
SYMBOLS DESCRIPTION
RIGHT-OF-WAY
CENTERLINE
CENTERLINE�
EXISTING FENCE
EXISTING GUARD RAIL
(CENTERLINE)
EXISTING ALIGNMENT
PROPOSED TIE-IN TO
EXISTING TRACK (RAILS)
EXISTING TREE
EXISTING UTILITY POLE
EXISTING OCS POLE
EXISTING OCS GUY
EXISTING
PROPOSED PROPOSED TEXT
EXISTING TEXT
PROPOSED TRACK (CENTERLINE)
MUNICIPAL BOUNDARY
DIMENSIONHORIZONTAL CLEARANCE ACTUAL
COMPENSATED
HAND THROWN TURNOUT
POWER OPERATED TURNOUT
ELECTRIC LOCK TURNOUT
SIGNAL
PROPOSED DOWN GUY
STRUCTUREPROPOSED CATENARY
BUMPING POST
27
MPMILEPOST
IN FEETTRACK THROW
0.5
0
AT@
AND&
CUBIC YARDYD3
SQUARE YARDYD2
YARDYD
INTERSECT AT PI
LINES TANGENT AT TS OR ST AND
TANGENT TO CS OR SC MAIN TANGENT
PERPENDICULAR OFFSET FROM MAIN Y
OR CS
OR ST TO PERPENDICULAR OFFSET OF SC
DISTANCE ALONG MAIN TANGENT FROM TS X
OR ST TO PERPENDICULAR OFFSET OF PC
DISTANCE ALONG MAIN TANGENT FROM TS Xo
WITHOUTW/O
WITHW/
VERTICALVERT
VELOCITYVCVERTICAL CURVE (LENGTH)V
UNLESS OTHERWISE NOTEDUON
UNDER GRADEU/G
TYPICALTYP
TANGENT TO SPIRALTS
TRACKTRK
TOP OF RAILTOR
TOP OF FOOTING OR FOUNDATIONTOF
THROUGHTHRU
THICKTHK
TRACK FEETTF
TEMPORARYTEMP
TRACK CENTER DIMENSIONTC
TO PI IN A SIMPLE CURVE
SPIRALED CURVE, TANGENT FROM PC OR PT
DISTANCE FROM SC OR CS TO PI IN Tc
TO BE REMOVEDTBR
TURNOUTT/O
STRUCTURESTR
STANDARDSTD
STATION, STATIONINGSTA
SPIRAL TO TANGENT POINTST
SQUARESQ
SHORT TANGENT OF SPIRALSt
AND LINE TANGENT AT SC OR CS
POINT OF INTERSECTION OF MAIN TANGENT SPI
SPECIFICATIONSPEC
SUPERELEVATIONSE
SPIRAL TO CIRCULAR CURVE POINTSC
RAILROADRR
RIGHT-OF-WAYROW
RIGHT-HANDRH
REQUIREDREQ'D
REINFORCED, REINFORCINGREINF
REFERENCEREF
PER 100 FOOT STATION
RATE OF CHANGE OF VERTICAL CURVE, % r
RADIUSR
QUANTITYQTY
AT PC AND PT OR SC AND CS
POINT OF INTERSECTION OF LINES TANGENT PI
POINT OF COMPOUND CURVEPCC
POINT OF VERTICAL TANGENTPVT
POINT OF VERTICAL INTERSECTIONPVI
POINT OF VERTICAL CURVEPVC
POINT OF TANGENCYPT
POUNDS PER SQUARE INCHPSI
POINT OF SWITCHPS
PROPOSEDPROP
POINT ON TANGENTPOT
POINT ON CURVEPOC
POINT OF INTERSECTION OF TURNOUTPITO
POINT OF CURVATUREPC
OPPOSITEOPP
OVER GRADEO/G
OUTSIDE DIAMETEROD
OFFSET FROM PC OR PT TO MAIN TANGENTo
NOT TO SCALENTS
NOMINALNOM
NUMBERNO
NOT APPLICABLEN/A
NORTH, NORTHINGN
MILES PER HOURMPH
MILEPOSTMP
MODIFIEDMOD
MILLIMETERMM
MINIMUMMIN
MAXIMUMMAX
LONG TANGENT OF SPIRALLt
LENGTH OF SPIRALLs
LAST LONG TIMBERLLT
LEFT-HANDLH
LONGLG
LENGTH OF CURVELc
POUNDSLBS
LENGTHL
INSULATEDINS
CUBIC INCHESIN3
SQUARE INCHESIN2
INCHESIN
FOR EXAMPLEIE
INSIDE DIAMETERID
CENTRAL ANGLEI
HEIGHTHT
HORIZONTALHORZ
OUTGOING GRADEG2
INCOMING GRADEG1
SQUARE FEETFT2
FEETFT
FOUNDATIONFDR
EXISTING EXIST
UNBALANCED SUPERELEVATION Eu
TOTAL SUPERELEVATIONEe
ESTIMATE, ESTIMATEDEST
ELEVATIONEL.
END EXCESS (CAR-BODY-OUT-SWING)EE
CIRCULAR CURVE TO PI
EXTERNAL DISTANCE FROM MIDPOINT OF Ec
EACHEA
ACTUAL SUPERELEVATIONEa
EAST, EASTINGE
VERTICAL CURVE (EXTERNAL DISTANCE)
DISTANCE FROM PVI TO MIDPOINT OF e
DRAWINGDWG
DIAMETERDIA
DETAILDET
DEGREE OF CURVATUREDc
CENTERLINE�
CUBIC YARDCU
CIRCULAR CURVE TO SPIRALCS
CONTINUOUSCONT
CONCRETECONC
CLEAR, CLEARANCECLR
CUBIC FEETCFT
CENTER EXCESS (CAR-BODY IN-SWING)CE
CENTER OF CIRCLECC
CONTRACTORC
AVENUEAVE
MATERIALS
AMERICAN SOCIETY FOR TESTING AND ASTM
ASSEMBLYASS'Y
ACTUAL 1/2" POINT OF FROGAPF
ALIGNMENTALIGN
AHEADAHD
ADJACENTADJ
AS REQUIREDA/R
SYMBOLS DESCRIPTION
GENERAL
TRACK
NOTES
SIGNAL AND COMMUNICATION DESIGN
83 BECOMES 7
79B BECOMES 5B
79A BECOMES 5A
81 BECOMES 3
ARSENAL SWITCH NUMBERS HAVE BEEN REVISED PER SEPTA DESIGN:3.
IJ AND FOULING POINT LOCATIONS WILL BE COORDINATED IN THE 60% SUBMISSION.2.
COMMUNICATIONS AND SIGNAL DESIGN IS BEING PROVIDED BY SEPTA AND HNTB UNDER SEPARATE CONTRACT.1.
TO BE COORDINATED WITH THE APPROPRIATE OWNER.
RIGHT-OF-WAY RESEARCH WAS NOT CONDUCTED AS PART OF THIS PROJECT. WORK OFF OF SEPTA PROPERTY 9.
PROVIDE EROSION AND SEDIMENT CONTROL MEASURES WHERE REQUIRED.8.
SYSTEM -WIDE DUCT BANKS AND DIRECT -BURIED CABLES PRIOR TO PERFORMING ANY WORK.
LOCATE AND PROTECT BURIED AND ABOVEGROUND PUBLIC AND PRIVATE UTILITIES, DRAINAGE STRUCTURES AND 6.
THE VERTICAL DATUM FOR THIS PLAN IS BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD 88).5.
NORTH AMERICAN DATUM (NAD 83).
THE HORIZONTAL CONTROL IS TIED TO THE PENNSYLVANIA STATE PLANE COORDINATE SYSTEM (SOUTH ZONE), 4.
HNTB FOR THIS PROJECT (WINTER 2015). ALL DESIGN IS BASED ON FIELD SURVEY.
BASE MAPPING IS A COMBINATION OF AERIAL SURVEY PROVIDED BY SEPTA AND FIELD SURVEY COLLECTED BY 3.
ON THE PLANS; LOCATE AND PROTECT PRIOR TO PERFORMING ANY WORK BELOW GRADE.
THE PROJECT SITE INCLUDES PARALLEL AND CROSSING PUBLIC SEWER STRUCTURES WHICH MAY NOT BE SHOWN 2.
COORDINATE WORK WITH AMTRAK WHERE REQUIRED.1.
SEPTA. MEANS AND METHODS ARE AT THE DISCRETION OF SEPTA.
THESE PLANS CONTAIN ALIGNMENT AND GRADING DESIGN ONLY. CONSTRUCTION STAGING IS TO BE DEVELOPED BY 4.
FROM TRACK 2 TURNOUT 7:
FROM TRACK 1FROGS 5A AND 5B:
FROM TRACK 2TURNOUT 3:
SET ALIGNMENT, PROFILE AND CROSSLEVEL OF SWITCH, FROG AND CROSSOVER PANELS AS FOLLOWS:
THE LOW- RAIL REQUIRED TO BRING THROUGH AND DIVERGING TRACKS INTO THE SAME PLANE.
PROFILES THROUGH CURVED AND SUPERELEVATED TURNOUTS REPRESENT THE GRADES AND ELEVATIONS ALONG
LEAD LENGTH IS GIVEN FOR CURVED TURNOUTS.
THE PROPOSED CENTERLINE GEOMETRY OF BOTH THROUGH AND DIVERGING ROUTES ARE PROVIDED - NO PITO OR
THE DESIGN INCLUDES CURVED AND SUPERELEVATED TURNOUTS AND CROSSOVERS. 3.
LAYOUTS, MATERIAL SPECIFICATIONS AND OTHER PROCUREMENT DOCUMENTS ARE NOT INCLUDED.
DRAWINGS T-501 THROUGH T-504 SHOW NON- STANDARD SPECIAL TRACKWORK GEOMETRY. RAIL AND TIE 2.
SEPTA TO PROCURE AND INSTALL ALL MATERIALS.1.
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
T
T
T
T
T
T
T
707070
7070
80 80 80
80
TRACK 1
TRACK 2
3' CONC WALL WITH 8' CHAIN LINK FENCE
8' CHAIN LINK FENCEBOTTOM OF BRIDGE ABUTMENT
ED
GE
OF
BRID
GE
ED
GE
OF
BRID
GE
BOTTOM OF BRIDGE ABUTMENT 8' CHAIN LINK FENCE
EDGE OF BRIDGE
EDGE OF BRIDGE
SOUTH 49TH STREET KIN
GSESSIN
G
AVE
NU
E
PIPES LAYING ON GROUND
DRAINAGE PIPE
BRIDGE SUPPORTS
BRIDGE SUPPORTS
INST HSE
TRACK 1
TRACK 2
EXI
ST
TO
R
PR
OP
TO
R
68.78
69.44
70.08
70.70
71.33
71.90
72.43
73.01
73.59
74.17
74.75
75.32
75.83
76.30
76.78
50
60
70
80
90
100100
50
60
70
80
90
100100
151+50152+00153+00154+00155+00156+00157+00158+00159+00159+50
±1.19%EXIST TOR
EXIST GROUND
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
T-101
44
BDH
SJS
AS NOTED
TR
AC
K
1
4
NONE
5883431-s-rr-pln101
IMP
RO
VE
ME
NT
PL
AN & P
RO
FIL
E - T
RA
CK 1/6 (1 O
F 1
0)
30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'
N
MA
TC
H
LIN
E -
SE
E
DW
G
T-
102
TRACK 1/6 - PROFILE
TO MEDIA/ELWYN TRACK 1/6 - PLAN TO 30TH STREET
10
152+00153+00154+00155+00156+00 152+00153+00154+00155+00156+00
E
152+00153+00154+00155+00156+00
EE
L=517.21'
TC 13.0'TC 12.8'TC 12.7'TC 12.5'TC 12.4'
ALIGNMENTEXISTING
E
NOTES:
PO
T
ST
A 156
+00.0
0
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 2.
WORK THIS SHEET.EXISTING ALIGNMENT SHOWN FOR REFERENCE ONLY; NO PROPOSED 1.
70
70
70
70
70
7070
70
70
70
70
70
80
8080
80
80
5' CONC WALL WITH 6' IRON FENCE
8' CHAIN LINK FENCE
WITH BARBED WIRE
8' CHAIN LINK FENCE
CONCRETE FOOTER
ED
GE
OF
BRID
GE
ED
GE
OF
BRID
GE
BOTTOM OF BRIDGE ABUTMENT
BOTTOM OF BRIDGE ABUTMENT
BUILDING
8' CHAIN LINK FENCE
WO
OD
LA
ND
AVE
NU
E
CONCRETE WALL WITH 10' CHAIN LINK FENCE
PIPE INLET
HEADWALL
TRACK 1
TRACK 2
EXI
ST
TO
R
PR
OP
TO
R
62.70
62.75
62.83
62.92
63.06
63.23
63.36
63.59
63.95
64.39
64.91
65.51
66.11
66.76
67.45
68.12
40
50
60
70
80
9090
40
50
60
70
80
9090
143+50144+00145+00146+00147+00148+00149+00150+00151+00151+50
OHB 2.97
WOODLAND AVENUE
±0.18%
±1.19%
EXIST TOR
EXIST GROUND
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
T-102
44
BDH
SJS
AS NOTED
TR
AC
K
2
5
NONE
5883431-s-rr-pln102
IMP
RO
VE
ME
NT
PL
AN & P
RO
FIL
E - T
RA
CK 1/6 (2 O
F 1
0)
MATC
H
LIN
E -
SE
E
DW
G
T-
103
N
MA
TC
H
LIN
E -
SE
E
DW
G
T-
101
30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'TRACK 1/6 - PROFILE
TO MEDIA/ELWYN TRACK 1/6 - PLAN TO 30TH STREET
10
144+00
145+00
146+00147+00148+00
149+00
150+00
151+00
144+00
145+00
146+00147+00148+00
149+00
150+00
151+00
E
E
E
144+00
145+00
146+00147+00148+00
149+00
150+00
151+00
E
E
Ls=288
Ls=508
E
E
TC 15.0'
TC 14.8'
TC 14.4'TC 14.1'TC 13.8'
TC 13.6'
TC 13.4'
TC 13.3'
E
JR = 12.648
RUNOFF = 0.244"/31'
Ls = ±508'
SPIRAL 4-4
E
E
JR = 6.197
RUNOFF = 0.027"/31'
Ls = ±287'
SPIRAL 4-3
NOTES:
Lc = 2094.28'
V = 50 MPH
CURVE SET-4
ST
ST
A 151
+32.7
9
CS
ST
A 146
+24.6
8
SC
ST
A 144
+97.5
1
Eu = 0.803"
Ea = 4.000"
Lc = ±127.17'
R = 2087.69'
CURVE 6/1-4C
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 2.
WORK THIS SHEET.EXISTING ALIGNMENT SHOWN FOR REFERENCE ONLY; NO PROPOSED 1.
T
T
T
60
606060
60
6060
6060
6060
70
70
70
70
70
70
70
80
80
80
80
80
BUILDING
8' CHAIN LINK FENCE
BOTTOM OF BRIDGE ABUTMENT
BOTTOM OF BRIDGE ABUTMENT
ED
GE
OF
BRID
GE
ED
GE
OF
BRID
GE
SO
UTH 47TH STREET
CONCRETE WALL WITH 10' CHAIN LINK FENCE
8' CHAIN LINK FENCE
BUILDING
8' CHAIN LINK FENCEWALL
8' CHAIN LINK FENCE
BUILDING
8' CHAIN LINK FENCE
WALL
PIPE INLET
PIPE INLET
CABINET
CABINET
TRACK 2
TRACK 1
TRACK 1
TRACK 2
40
50
60
70
80
9090
40
50
60
70
80
9090
135+00136+00137+00138+00138+84
139+00
140+00141+00142+00143+00
EXI
ST
TO
R
PR
OP
TO
R
56.03
56.60
57.26
57.89
58.51
59.16
59.83
60.46
60.88
61.06
61.55
61.94
62.21
62.40
62.55
62.63
62.66
62.67
56.0
5
56.6
2
57.2
5
57.9
1
58.5
7
59.2
2
59.8
8
60.5
2
60.9
2
61.0
8
61.5
5
61.9
3
62.2
3
62.4
5
62.5
8
62.6
3
62.6
5
62.6
8
PROP TOR
E
P
VC
ST
A 135
+00.0
0
E
LE
V=
56.0
5
L
PVI STA 135+50.00
ELEV=56.59
LVC=100.00'
e=0.03'
r=0.25
E P
VT
ST
A 136
+00.0
0
E
LE
V=
57.2
5
E P
VC
ST
A 138
+13.2
6
E
LE
V=
60.0
6
L
PVI STA 140+00.00
ELEV=62.53
LVC=375.00'
e=-0.59'
r=-0.34
E E
LE
V=
62.6
2
1.317%
0.050% P
VT
ST
A 141
+87.5
0
M
AT
CH
EXIS
TIN
G
E E
LE
V=
62.7
0
P
OT
ST
A 143
+40.0
0
OHB 2.89
SOUTH 47TH STREET
19.5'
19.1
6'
EXIST TOR
EXIST GROUND
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
T-103
44
BDH
SJS
AS NOTED
TR
AC
K
3
6
NONE
5883431-s-rr-pln103
IMP
RO
VE
ME
NT
PL
AN & P
RO
FIL
E - T
RA
CK 1/6 (3 O
F 1
0)
MA
TC
H
LIN
E -
SE
E
DW
G
T-
104
MA
TC
H
LIN
E -
SE
E
DW
G
T-
102
N
30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'TRACK 1/6 - PROFILE
TO MEDIA/ELWYN TO 30TH STREET
10
TRACK 1/6 - PLAN
136+00
137+00138+00
139+00
140+00
141+00
142+00
143+00
CS
ST
A 137
+30.2
1
SC
ST
A 138
+84.4
5
136+00
137+00138+00
139+00
140+00
141+00
143+00
CS
ST
A 137
+30.2
1
SC
ST
A 138
+84.4
5
EE
E
136+00
137+00138+00
139+00
140+00
141+00
143+00
CS
ST
A 137
+30.2
1
EE
E
E
Ls=155 EEE
00135+
Ls=288
TC 12.9'
TC 13.0'
TC 13.1'TC 13.1'
TC 13.2'
TC 13.4'
TC 13.8'
TC 14.5'
TC 15.0'
BK 138
+85.2
1
AH
D 138
+84.4
5
ALIGNMENT
EXISTING
TC 12.9'
JR = 1.708
RUNOFF = 0.150"/31'
Ls = 155.00'
SPIRAL 4-2
Eu = 1.691"
Ea = 3.500"
Lc = 473.93'
R = 1931.53'
CURVE 6/1-4A
JR = 6.197
RUNOFF = 0.027"/31'
Ls = ±287'
SPIRAL 4-3
NOTES:
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 1.
0.1
0
0.1
1
0.0
2
-0.1
0
SC
ST
A 138
+84.4
5
M
AT
CH
EXIS
TIN
G
E
Lc = 2094.28'
V = 50 MPH
CURVE SET-4
CS
ST
A 142
+09.7
6
Eu = -0.123"
Ea = 4.250"
Lc = ±325.30'
R = 2429.68'
CURVE 6/1-4B
30
40
40
40
40
40
40
40
40
40
40
50
5050
50
50
50
50
54
54
54
54
6060
HEADWALL
8' CHAIN LINK FENCE
8' CHAIN LINK FENCE
8' CHAIN
LINK FENCE
CONCRETE WALL WITH
PIPE INLET
DITCH8' CHAIN LINK FENCE
MITERED
END SECTIO
N
6' CHAIN
LINK
FENCE
PIPE INLET
PIPE INLET
UNK. STRUCTURE
UNK. STRUCTURE
PILLAR
PILLAR
INST HSE
CABINET
CABINET
TRACK 1
TRACK 2
TRACK 2 (A
MTRAK)TRACK 3 (A
MTRAK)
TRACK 4 (A
MTRAK)TRACK 5 (A
MTRAK)
CSX
CSX
SE
WE
R
30
40
50
60
70
8080
30
40
50
60
70
8080
127+00128+00129+00130+00131+00132+00133+00134+00135+00
EXI
ST
TO
R
PR
OP
TO
R
PROP TOR
47.43
47.79
48.16
48.65
49.16
49.72
50.22
50.71
51.21
51.74
52.28
52.83
53.39
53.90
54.37
54.89
55.44
47.4
4
47.8
1
48.2
7
48.7
7
49.2
7
49.7
7
50.2
7
50.7
7
51.2
7
51.7
8
52.3
1
52.8
4
53.3
8
53.9
1
54.4
5
54.9
8
55.5
2
RH NO. 15 CROSSOVER
E
P
VC
ST
A 126
+50.0
0
E
LE
V=
47.4
4
L
PVI STA 127+00.00
ELEV=47.77
LVC=100.00'
e=0.04'
r=0.34
E
E
LE
V=
48.0
1
E P
VT
ST
A 127
+50.0
0
E
LE
V=
48.2
7
E
E
LE
V=
48.4
0
E
E
LE
V=
49.1
5
E
E
LE
V=
50.3
5
E
E
LE
V=
50.7
5
E P
VC
ST
A 130
+50.0
0
E
LE
V=
51.2
7
L
PVI STA 131+00.00
ELEV=51.77
LVC=100.00'
e=0.01'
r=0.07
E P
VT
ST
A 131
+50.0
0
E
LE
V=
52.3
1
E
P
VC
ST
A 135
+00.0
0
E
LE
V=
56.0
5
0.999%
1.071%
P
S 1
A
ST
A 129
+97.4
8
PIT
O 1
A
ST
A 129
+57.5
0
LLT 1
A
ST
A 128
+38.2
1
PIT
O 1
B
ST
A 127
+62.7
2
T
RA
CK 2
P
S 1
B
ST
A 127
+22.7
4
T
RA
CK 2
EXIST GROUND
EXIST TOR
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
127+00
128+00
129+00
130+00
131+00
132+00133+00134+00
ST
ST
A 127
+19.6
7
TS
ST
A 130
+39.2
8
SC
ST
A 132
+56.2
8
127+00
128+00
129+00
130+00
131+00
132+00133+00134+00
ST
ST
A 127
+19.6
7
SC
ST
A 132
+56.2
8
E
E
E
127+00
128+00
129+00
130+00
131+00
132+00133+00134+00
ST
ST
A 127
+19.6
7
SC
ST
A 132
+56.2
8
E
E
E
E
L=319.61'
Ls=93
Ls=217
E
E
E
00
135+
TC 13.0'
TC 13.0'
TC 13.0'
TC 13.0'
TC 12.9'
TC 12.6'TC 12.6'
TC 12.7'
TC 12.9'TC 12.9'
NO. 15 RH
NO. 15 RH
PS
ST
A 129
+97.4
8
PIT
O
ST
A 129
+57.5
0
AP
F
ST
A 128
+86.2
5
LLT
ST
A 128
+38.2
1
Eu = 1.691"
Ea = 3.500"
Lc = 473.93'
R = 1931.53'
CURVE 6/1-4A
JR = 2.566
RUNOFF = 0.500"31'
Ls = 217.00'
SPIRAL 4-1
JR = 3.161
RUNOFF = 0.330"/31'
Ls = 93.00'
SPIRAL 3-3
llll
ll
NOTES:
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 1.
-0.0
5
0.0
0
0.1
3
0.2
3
0.1
3
-0.1
4
-0.0
8
-0.0
1
Lc = 2094.28'
V = 50 MPH
CURVE SET-4
Lc = 1484.16'
V = 45 MPH
CURVE SET-3
SW 1B
SW 1A
T-104
44
BDH
SJS
AS NOTED
TR
AC
K
4
7
NONE
5883431-s-rr-pln104
IMP
RO
VE
ME
NT
PL
AN & P
RO
FIL
E - T
RA
CK 1/6 (4 O
F 1
0)
MA
TC
H
LIN
E -
SE
E
DW
G
T-
103
TO MEDIA/ELWYN TO 30TH STREET
MA
TC
H
LIN
E -
SE
E
DW
G
T-
105
N
30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'TRACK 1/6 - PROFILE
10
TRACK 1/6 - PLAN
30
40
40
40
40
50
CONCRETE WALL
GATE
6' CHAIN LINK FENCE
6' CHAIN LINK FENCE
UNK. STRUCTURE
CABINET
TRACK 5
TRACK 2
TRACK 1
TRACK 5
TRACK 2
TRACK 1
TRACK 2 (AMTRAK)
TRACK 3 (AMTRAK)
CSX
CSX
TRACK 2 (AMTRAK)
TRACK 3 (AMTRAK)
CSX
CSX
TRACK 4
HOME SIGNAL
EXISITNG NB
EXI
ST
TO
R
PR
OP
TO
R
PROP TOR
43.04
43.26
43.47
43.67
43.86
44.06
44.25
44.47
44.69
44.89
45.14
45.45
45.78
46.11
46.45
46.78
47.09
43.0
6
43.2
7
43.4
7
43.6
8
43.8
9
44.0
9
44.3
0
44.5
0
44.7
1
44.9
2
45.1
5
45.4
5
45.7
8
46.1
2
46.4
5
46.7
8
47.1
1
30
40
50
60
70
8080
30
40
50
60
70
8080
118+00119+00120+00121+00122+00123+00124+00125+00126+00126+50
E P
VC
ST
A 122
+50.0
0
E
LE
V=
44.9
2
L
PVI STA 123+00.00
ELEV=45.12
LVC=100.00'
e=0.03'
r=0.25
E P
VT
ST
A 123
+50.0
0
E
LE
V=
45.4
5
E
P
VC
ST
A 126
+50.0
0
E
LE
V=
47.4
4
0.412%
0.663%
NB HOME SIGNAL
EXIST TOR
EXIST GROUND
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
119+00
120+00
121+00122+00123+00
124+00
125+00
126+00
CS
ST
A 117
+70.4
6
SC
ST
A 118
+63.4
6
CS
ST
A 124
+22.8
6
119+00
120+00
121+00122+00123+00
124+00
125+00
126+00
CS
ST
A 117
+70.4
6
SC
ST
A 118
+63.4
6
CS
ST
A 124
+22.8
6
E
E
E
E
119+00
120+00
121+00122+00123+00
124+00
125+00
126+00
CS
ST
A 117
+70.4
6
SC
ST
A 118
+63.4
6
CS
ST
A 124
+22.8
6
SC
ST
A 124
+84.8
6
E
E
E
E
E
E E
EE
E
EE
Ls=93
Ls=62
E
E
E
E
00
118+
TC 13.9'
TC 12.4'
TC 12.6'
TC 12.8'TC 13.0'TC 13.2'
TC 13.1'
TC 12.6'
TC 12.7'
Eu = 0.654"
Ea = 1.000"
Lc = 141.82'
R = 4911.15'
CURVE 6/1-3C
Eu = 1.465"
Ea = 1.500"
Lc = 559.40'
R = 2739.39'
CURVE SET 6/1-3B
JR = 9.720
RUNOFF = 0.00"/31'
Ls = 93.00'
SPIRAL 3-1
TRACK 4 & 5AMTRAK TRACK 4 & 5
SEPTA
JR = 3.161
RUNOFF = 0.330"/31'
Ls = 93.00'
SPIRAL 3-3JR = 1.698
RUNOFF = 0.250"/31'
Ls = 62.00'
SPIRAL 3-2
NOTES:
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 1.
-0.0
1
0.0
3
-0.0
1
-0.0
0
0.0
1
-0.0
2
0.0
2
-0.0
3
0.1
1
Lc = 1484.16'
V = 45 MPH
CURVE SET-3
T-105
44
BDH
SJS
AS NOTED
TR
AC
K
5
8
NONE
5883431-s-rr-pln105
IMP
RO
VE
ME
NT
PL
AN & P
RO
FIL
E - T
RA
CK 1/6 (5 O
F 1
0)
MA
TC
H
LIN
E -
SE
E
DW
G
T-
104
MA
TC
H
LIN
E -
SE
E
DW
G
T-
106
TRACK 1/6 - PLANTO MEDIA/ELWYN TO 30TH STREET
N
30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'TRACK 1/6 - PROFILE
10
40
40
CONCRETE WALL
WITH BARBED WIRE
9' CHAIN LINK FENCE
6' CHAIN LINK FENCE
UNK. STRUCTUREUNK. STRUCTURE
CABINET
CABINET
CABINETCABINETCABINETCABINET
HSEINST
INST HSE
TRACK 5
TRACK 4
TRACK 2
TRACK 1
CSX
CSX
TRACK 3 (AMTRAK)
TRACK 2 (AMTRAK)
INLET
BALLAST-SCREEN
PROP TOR
37.39
37.70
38.07
38.42
38.81
39.23
39.64
40.00
40.38
40.73
41.06
41.36
41.65
41.93
42.23
42.52
42.81
37.7
3
38.1
0
38.4
8
38.8
5
39.2
2
39.5
9
39.9
6
40.3
4
40.7
0
41.0
4
41.3
6
41.6
6
41.9
4
42.2
0
42.4
3
42.6
5
42.8
6
EXI
ST
TO
R
PR
OP
TO
R
LH CURVED NO. 20 SWITCH
20
30
40
50
60
7070
20
30
40
50
60
7070
109+50110+00111+00112+00113+00114+00115+00116+00117+00118+00
E
E
LE
V=
38.4
1
E
E
LE
V=
39.5
6
E
E
LE
V=
39.5
7
E
E
LE
V=
40.0
1
E P
VC
ST
A 113
+00.0
0
E
LE
V=
40.3
4
L
PVI STA 115+00.00
ELEV=41.83
LVC=400.00'
e=-0.17'
r=-0.08
E P
VT
ST
A 117
+00.0
0
E
LE
V=
42.6
5
0.744%
0.412%
P
S 5
B
ST
A 110
+40.7
2
AP
F 5
B
ST
A 111
+96.7
5
LLT 5
A
ST
A 111
+95.9
1
LLT 5
B
ST
A 112
+56.6
8
EXIST TOR
EXIST GROUND
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
110+00
111+00
112+00
113+00114+00115+00
116+00
117+00
SC
ST
A 111
+49.4
2
PT
ST
A 111
+82.7
8
PC
ST
A 112
+35.5
2
CS
ST
A 117
+70.4
6
110+00
111+00
112+00
113+00114+00115+00
116+00
117+00
TS
ST
A 110
+87.4
2
SC
ST
A 111
+49.4
2
PT
ST
A 111
+82.7
8
PC
ST
A 112
+35.5
2
CS
ST
A 117
+70.4
6
E
EE
E
E
110+00
111+00
112+00
113+00114+00115+00
116+00
117+00
SC
ST
A 111
+49.4
2
PT
ST
A 111
+82.7
8
PC
ST
A 112
+35.5
2
CS
ST
A 117
+70.4
6
EE
E
El
EEEEEEEl
lE
EE
E
lE
E
ll
EE
E
E
E
L=52.75' Ls=62
E
EE
E
E
Ls=93 TC 15.7'
TC 17.1'
TC 16.6'
TC 13.0'
TC 13.1'
TC 12.9'
TC 13.2'TC 13.9'
AP
F
ST
A 111
+96.7
5
PS
ST
A 110
+40.7
2Eu = 1.252"
Ea = 1.500"
Lc = 534.94'
R = 2951.00'
CURVE 6/1-3A
LLT
ST
A 112
+56.6
8
JR = 9.720
RUNOFF = 0.000"/31'
Ls = 93.00'
SPIRAL 3-1
NOTES:
SAME PLANE.REQUIRED TO BRING THROUGH AND DIVERGING TRACKS INTO THE REPRESENT THE GRADES AND ELEVATIONS ALONG THE LOW-RAIL PROFILES THROUGH CURVED AND SUPERELEVATED TURNOUTS 3.
SET CROSSOVER PANEL SUPERELEVATION OFF OF TRACK 1.2.
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 1.
-0.0
1
-0.0
2
0.0
1
0.0
8
-0.0
6
-0.1
2
-0.1
2
-0.0
9
Lc = 1484.16'
V = 45 MPH
CURVE SET-3
Eu = -0.109" MAX
Ea = 1.000" MIN"
V = 45 MPH
Ls = 62.00'
Lc = 33.36'
R = 9114.71
CURVE 6/1-T/O5B
FOR GEOMETRY AND SUPERELEVATION APPLICATION
SPECIAL NO.20 LH SEE DRAWING T-501 & T-502
E
SW 5B
SW 5ASW 3
SW 7
PO
C
ST
A 111
+73.5
0
Ea
= 1.5
"
Ea
=0"
SW
HE
EL
ST
A 110
+80.5
4
T-106
44
BDH
SJS
AS NOTED
TR
AC
K
6
NONE
5883431-s-rr-pln106
IMP
RO
VE
ME
NT
PL
AN & P
RO
FIL
E - T
RA
CK 1/6 (6 O
F 1
0)
MA
TC
H
LIN
E -
SE
E
DW
G
T-
105
MA
TC
H
LIN
E -
SE
E
DW
G
T-
107
TRACK 1/6 - PLANTO MEDIA/ELWYN TO 30TH STREET
N
30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'TRACK 1/6 - PROFILE
10
9
30
(S
R 3003)
SO
UTH
UNIV
ER
SIT
Y
AVE
NU
E
EDGE OF GIRDER
EDGE OF GIRDER
GUARD RAILSGUARD RAILS
EDGE OF GIRDERTRACK 2
TRACK 1
TRACK 2
TRACK 1
CSX
CSX
TRACK 3 (AMTRAK)
TRACK 2 (AMTRAK)
PROP TOR
E P
VT
ST
A 105
+75.0
0
E
LE
V=
34.9
4
0.744%
33.96
34.30
34.62
34.94
35.28
35.67
36.05
36.42
36.75
37.08
34.0
1
34.3
8
34.7
5
35.1
3
35.5
0
35.8
7
36.2
4
36.6
1
36.9
9
37.3
6
EXI
ST
TO
R
PR
OP
TO
R
20
30
40
50
60
7070
20
30
40
50
60
7070
104+50105+00106+00107+00108+00109+00109+50
UGB 2.25
S. UNIVERSITY AVENUE
GIRDER BRIDGE
THROUGH
EXIST TOR
EXIST GROUND
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
105+00106+00107+00108+00109+00
ST
ST
A 106
+28.9
2
105+00106+00107+00108+00109+00
ST
ST
A 106
+28.9
2
E 105+00106+00107+00108+00109+00
ST
ST
A 106
+28.9
2
E
L=458.49'
Ls=248E
TC 12.9'TC 12.7'TC 12.8'TC 12.9'TC 13.0'
JR = 9.540
RUNOFF = 0.219"/31'
Ls = 248.00'
SPIRAL 2-2
CLE
AR
AN
CE
7.2
2'
MIN
NOTES:
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 1.
0.1
3
-0.1
7
-0.0
5
0.0
1
-0.0
1
Lc = 1407.69'
V = 40 MPH
CURVE SET 2
T-107
44
BDH
SJS
AS NOTED
TR
AC
K
7
NONE
5883431-s-rr-pln107
IMP
RO
VE
ME
NT
PL
AN & P
RO
FIL
E - T
RA
CK 1/6 (7 O
F 1
0)
10
MA
TC
H
LIN
E -
SE
E
DW
G
T-
106
MA
TC
H
LIN
E -
SE
E
DW
G
T-
108
TRACK 1/6 - PLANTO MEDIA/ELWYN TO 30TH STREET
N
30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'TRACK 1/6 - PROFILE
10
T
T
30
30
30
30
30 30
3030
3030
30
30
8' CHAIN LINK FENCE
CONCRETE WALL WITH 8' CHAIN LINK FENCE
BUILDING
BUILDING FOOTERCONCRETE
CHANGE FROM 8' TO 4' FENCE
CABINET
HEALTH SCIENCES DR
TRACK 2
TRACK 1
TB TRACK
TRACK 2 (AMTRAK)
TRACK 3 (AMTRAK)
CSX
HOME SIGNAL
EXISITNG SB
EXI
ST
TO
R
PR
OP
TO
R
PROP TOR
20
30
40
50
60
7070
20
30
40
50
60
7070
96+0097+0098+0099+00100+00101+00102+00103+00104+00104+50
E P
VT
ST
A 96
+25.0
0
E
LE
V=
27.7
5
E P
VC
ST
A 101
+75.0
0
E
LE
V=
31.9
3
L
PVI STA 103+75.00
ELEV=33.45
LVC=400.00'
e=-0.01'
r=-0.00
0.760%
27.56
27.95
28.34
28.71
29.04
29.39
29.72
30.06
30.42
30.79
31.18
31.59
32.03
32.43
32.83
33.23
33.61
27.5
7
27.9
4
28.3
2
28.7
0
29.0
8
29.4
6
29.8
4
30.2
2
30.6
0
30.9
8
31.3
6
31.7
4
32.1
2
32.5
0
32.8
8
33.2
6
33.6
3
SB HOME SIGNAL
EXIST TOR
EXIST GROUND
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
97+00
98+00
99+00100+00101+00
102+00
103+00
104+00
PC
C
ST
A 98
+00.6
2
PC
C
ST
A 101
+54.6
4
CS
ST
A 103
+80.9
2
97+00
98+00
99+00100+00101+00
102+00
103+00
104+00
PC
C
ST
A 101
+54.6
4
CS
ST
A 103
+80.9
2
EE
E
97+00
98+00
99+00100+00101+00
102+00
103+00
104+00
PC
C
ST
A 101
+54.6
4
CS
ST
A 103
+80.9
2
E
E
E
EE
E
Ls=248
TC 15.2'
TC 14.9'
TC 14.6'TC 14.2'TC 13.9'
TC 13.5'
TC 13.2'
TC 13.1'
CHANGE FROM 8' TO 4' FENCEJR = 9.540
RUNOFF = 0.219"/31'
Ls = 248.00'
SPIRAL 2-2
Eu = 0.650"
Ea = 1.750"
Lc = 226.28'
R = 2674.06'
CURVE 6/1-2C
TRACK 6TRACK 1
Eu = 0.650"
Ea = 1.750"
Lc = 331.38'
R = 2674.06'
CURVE 6/1-2A
Eu = 0.554"
Ea = 1.750"
Lc = 354.02'
R = 2785.63'
CURVE 6/1-2B
NOTES:
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 1.
-0.0
4
0.0
0
0.0
1
-0.0
2-0.0
4
-0.0
2
0.0
1
0.1
1
Lc = 1407.69'
V = 40 MPH
CURVE SET-2
T-108
44
BDH
SJS
AS NOTED
TR
AC
K
8
NONE
5883431-s-rr-pln108
IMP
RO
VE
ME
NT
PL
AN & P
RO
FIL
E - T
RA
CK 1/6 (8 O
F 1
0)
11
MA
TC
H
LIN
E -
SE
E
DW
G
T-
107
MA
TC
H
LIN
E -
SE
E
DW
G
T-
109
TO MEDIA/ELWYN TO 30TH STREET
N
30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'TRACK 1/6 - PROFILE
10
TRACK 1/6 - PLAN
20
20
20
20
CONCRETE WALL WITH 4' CHAIN LINK FENCE
CABINET
CABINET
TRACK 5
TRACK 6
TRACK 2 (AMTRAK)
TRACK 3 (AMTRAK)
TB TRACK
CSX HIGH L
INE
23.7
1
24.0
5
24.3
5
24.5
7
24.7
5
24.9
2
25.1
0
25.2
7
25.4
5
25.6
3
25.8
3
26.0
5
26.3
0
26.5
8
26.8
8
27.2
1
EXI
ST
TO
R
PR
OP
TO
R
22.97
23.24
23.51
23.73
23.97
24.18
24.36
24.55
24.80
25.07
25.38
25.67
26.01
26.38
26.76
27.15
23.7
1
24.0
5
24.3
5
24.5
7
24.7
5
24.9
2
25.1
0
25.2
7
25.4
5
25.6
3
25.8
3
26.0
5
26.3
0
26.5
8
26.8
8
27.2
1
PROP TOR
LH NO. 10 CROSSOVER
0
10
20
30
40
50
0
10
20
30
40
50
88+0089+0090+0091+0092+0093+0094+0095+0096+00
E P
VC
ST
A 88
+50.0
0
E
LE
V=
24.0
5
L
PVI STA 89+00.00
ELEV=24.40
LVC=100.00'
e=-0.04'
r=-0.33
E P
VT
ST
A 89
+50.0
0
E
LE
V=
24.5
7
E
E
LE
V=
24.6
9
E
E
LE
V=
24.7
9
E
E
LE
V=
25.0
7
E
E
LE
V=
25.3
0
E
E
LE
V=
25.4
0
E P
VC
ST
A 92
+25.0
0
E
LE
V=
25.5
3
L
PVI STA 94+25.00
ELEV=26.24
LVC=400.00'
e=0.20'
r=0.10
0.684%
0.350%
P
S 1
B
ST
A 89
+82.4
6
PIT
O 1
B
ST
A 90
+12.3
6
LLT 1
B
ST
A 90
+92.0
6
PIT
O 1
A
ST
A 91
+57.0
0
T
RA
CK 5
P
S 1
A
ST
A 91
+86.8
9
T
RA
CK 5
EXIST TOR
EXIST GROUND
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
89+0090+0091+0092+0093+0094+0095+00
96+00
CS
ST
A 88
+58.4
6
ST
ST
A 89
+82.4
6
TS
ST
A 92
+21.2
4
SC
ST
A 94
+69.2
4
89+0090+0091+0092+0093+0094+0095+00
96+00
CS
ST
A 88
+58.4
6
ST
ST
A 89
+82.4
6
TS
ST
A 92
+21.2
4
SC
ST
A 94
+69.2
4
ElE
E 89+0090+0091+0092+0095+00
96+00
CS
ST
A 88
+58.4
6
TS
ST
A 92
+21.2
4
SC
ST
A 94
+69.2
4
EEE
E
E
ll
E
E
E
L=238.78' Ls=124Ls=248
EE
E
0088+
TC 18.3'TC 15.0'TC 14.5'TC 14.5'TC 14.5'TC 14.6'TC 15.6'TC 16.0'
TC 15.7'
PS/
ST
ST
A 89
+82.4
6
PIT
O
ST
A 90
+59.8
6
LLT
ST
A 90
+92.0
6
Eu = 0.650"
Ea = 1.750"
Lc = 331.38'
R = 2674.06'
CURVE 6/1-2A
JR = 9.540
RUNOFF = 0.219"/31'
Ls = 248.00'
SPIRAL 2-1
JR = 1.250
RUNOFF = 0.500"/31'
Ls = 124.00'
SPIRAL 1-3
Eu = 2.480"
Ea = 2.000"
Lc = 284.87'
R = 1432.69'
CURVE 6/1-1B
ll
l l
NOTES:
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 1.
-3.6
9
-0.4
50.2
8
0.1
3
-0.1
0
-0.0
80.0
4
-0.0
4
SW 1A
SW 0
SW 1B
Lc = 1407.69'
V = 40 MPH
CURVE SET-2
Lc = 904.84'
V = 40 MPH
CURVE SET-1
T-109
44
BDH
SJS
AS NOTED
TR
AC
K
9
NONE
5883431-s-rr-pln109
IMP
RO
VE
ME
NT
PL
AN & P
RO
FIL
E - T
RA
CK 1/6 (9 O
F 1
0)
12
MA
TC
H
LIN
E -
SE
E
DW
G
T-
108
MA
TC
H
LIN
E -
SE
E
DW
G
T-
110
TRACK 1/6 - PLANTO MEDIA/ELWYN TO 30TH STREET
N
30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'TRACK 1/6 - PROFILE
10
T
T
T
T
20
20
20
20
20
30
30
CONCRETE WALL WITH 4' CHAIN LINK FENCE
FOOTER
CONCRETE
FOOTER
CONCRETE
FOOTER
CONCRETE
FOOTER
CONCRETE
NO FOUNDATION
BLO
CK BLD
EDGE OF CANOPY
UNIVERSITY CITY STATION
EDGE OF CANOPY
TRACK 6
TRACK 5
TRACK 2 (AMTRAK)
TRACK 3 (AMTRAK)
CSX HIGH LINE
CONCOURSESTATION
VAULT
0
10
20
30
40
50
0
10
20
30
40
50
80+0081+0082+0083+0084+0085+0086+0087+0088+00
17.8
7
18.3
6
18.8
4
19.3
2
19.8
1
20.2
5
20.6
3
20.9
7
21.3
2
21.6
6
22.0
0
22.3
4
22.6
9
23.0
3
23.3
7
EXI
ST
TO
R
PR
OP
TO
R
17.41
17.88
18.36
18.84
19.29
19.79
20.20
20.60
20.94
21.30
21.62
21.88
22.13
22.31
22.52
22.73
17.8
7
18.3
6
18.8
4
19.3
2
19.8
1
20.2
5
20.6
3
20.9
7
21.3
2
21.6
6
22.0
0
22.3
4
22.6
9
23.0
3
23.3
7
PROP TOR
E E
LE
V=
19.8
1
L
PVI STA 83+00.00
ELEV=20.29
LVC=100.00'
e=-0.04'
r=-0.28
E P
VT
ST
A 83
+50.0
0
E
LE
V=
20.6
3
0.967%
0.684%
P
VC
ST
A 82
+50.0
0
M
AT
CH
EXIS
TIN
G
P
OT
ST
A 80
+50.0
0
E
LE
V=
17.8
7
E
1.70
UNIVERSITY CITY STATION
EXIST TOR
EXIST GROUND
OVERHEAD MEZZANINE
CANOPY
STATION PLATFORM
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
80+00
81+00
82+00
83+00
84+00
85+0086+00
87+00
TS
ST
A 80
+77.6
2
SC
ST
A 82
+63.6
2
CS
ST
A 84
+18.5
9
SC
ST
A 85
+73.5
9
80+00
81+00
82+00
83+00
84+00
85+0086+00
87+00
TS
ST
A 80
+77.6
2
SC
ST
A 82
+63.6
2
CS
ST
A 84
+18.5
9
SC
ST
A 85
+73.5
9
E
E
E
E
80+00
81+00
82+00
83+00
84+00
85+0086+00
87+00
TS
ST
A 80
+77.6
2
SC
ST
A 82
+63.6
2
CS
ST
A 84
+18.5
9
SC
ST
A 85
+73.5
9
E
E
E
L=150.62'
Ls=186
Ls=155
E
E
E
E
00
88+
TC 42.5'
TC 39.8'
TC 37.5'
TC 36.7'
TC 36.4'
TC 33.8'TC 29.0'
TC 23.7'
Eu = 2.480"
Ea = 2.000"
Lc = 284.87'
R = 1432.69'
CURVE 6/1-1B
Eu = 2.480"
Ea = 2.000"
Lc = 284.87'
R = 1432.69'
CURVE 6/1-1B
JR = 25.833
RUNOFF = 0.250"/31'
Ls = 186.00'
SPIRAL 1-1
Eu = 0.180"
Ea = 1.500"
Lc = 154.97'
R = 3819.83'
CURVE 6/1-1A
JR = 1.685
RUNOFF = 0.100"/31'
Ls = 155.00'
SPIRAL 1-2
NOTES:
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 1.
-0.0
4
-0.2
0
-0.1
7
0.0
3
-0.9
4
-3.7
0
-6.0
5
-6.5
6
-5.9
4
CUT BACK 225' OF STATION PLATFORM (MAX 3")
E
PO
T
ST
A 80
+25.0
0
M
AT
CH
EXIS
TIN
G
Lc = 904.84'
V = 40 MPH
CURVE SET-1
T-110
44
BDH
SJS
AS NOTED
TR
AC
K
NONE
5883431-s-rr-pln110
IMP
RO
VE
ME
NT
PL
AN & P
RO
FIL
E - T
RA
CK 1/6 (10 O
F 1
0)
13
TRACK 1/6 - PLANTO MEDIA/ELWYN TO 30TH STREET
MA
TC
H
LIN
E -
SE
E
DW
G
T-
109
N
30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'TRACK 1/6 - PROFILE
10 10
40
40
40
50
50
50
50
50
STAIRS
BUILDING
ED
GE
OF
BRID
GE
PLATFORM
WALL
WALL
WALL
CONDUIT
TUNNEL WALL
S
TUNNEL WALL
S
ED
GE
OF
BRID
GE
EDGE OF PLATFORMEDGE OF PLATFORMBOTTOM OF WALL
STAIRSINST HSE
TUNNEL PORTAL
ST
ATIO
N
CA
NO
PYWALK
AIR LINE
VAULT
20
30
40
50
60
7070
20
30
40
50
60
7070
380039004000410042004300440045004600
E P
VC
ST
A 39
+50.0
0
E
LE
V=
49.3
3
L
PVI STA 40+00.00
ELEV=47.98
VC=100.00'
e=0.02'
r=0.17
E P
VT
ST
A 40
+50.0
0
E
LE
V=
46.7
2
E
E
LE
V=
46.6
2
E
PIT
O
ST
A 40
+85.4
8
E
LE
V=
45.8
3
E
E
LE
V=
44.6
3
E
LLT
ST
A 41
+49.5
4
E
LE
V=
44.2
1
E
E
LE
V=
44.1
8
E P
VC
ST
A 41
+71.3
3
E
LE
V=
43.6
6
E
PIT
O
ST
A 41
+82.2
5
E
LE
V=
43.3
9
L
PVI STA 41+96.33
ELEV=43.03
VC=50.00'
e=0.04'
r=1.33
E P
VT
ST
A 42
+21.3
3
E
LE
V=
42.5
6
E
E
LE
V=
42.4
1
E
LLT
ST
A 42
+51.4
6
E
LE
V=
42.0
0
E P
VC
ST
A 43
+50.0
0
E
LE
V=
40.1
7
L
PVI STA 44+00.00
ELEV=39.24
VC=100.00'
e=-0.05'
r=-0.44
E P
VT
ST
A 44
+50.0
0
E
LE
V=
38.0
9
-2.696%
-2.523%
-1.860%
-2.296%
P
F
ST
A 42
+29.7
5
P
S
ST
A 41
+50.8
3
P
F
ST
A 41
+32.9
8
P
S
ST
A 40
+54.0
6
E
LE
V=
51.5
9
P
OT
ST
A 38
+66.3
9
E
ELE
V=
36.6
1
P
OC
ST
A 45
+14.5
2
E
50.65
49.33
47.98
46.70
45.41
44.10
43.00
41.97
41.09
40.10
39.13
38.08
36.95
35.86
50.6
8
49.3
3
48.0
1
46.7
2
45.4
6
44.2
0
42.9
9
42.0
3
41.1
0
40.1
7
39.1
9
38.0
9
36.9
5
PROPOSED TOR
SWITCH 13LH NO.10
SWITCH 15RH NO.10
M
AT
CH
EXIS
TIN
G
EXIST TOR
M
AT
CH
EXIS
TIN
G
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
E
39+0040+0041+00
42+00
43+00
44+00
45+00
PO
B
ST
A 38
+66.3
9
PC
ST
A 42
+38.0
5
CS
ST
A 44
+14.6
3
SC
ST
A 45+
07.6
3
PS
ST
A 40
+54.0
6
PF
ST
A 41
+32.9
8
LLT
ST
A 41
+49.5
4
PS
ST
A 41
+50.8
3
LLT
ST
A 42
+51.4
6
PIT
O
ST
A 40
+85.4
8
PIT
O
ST
A 41
+82.2
5
15
13
0.8
-0.20.4
0.5
MATC
H
EXIS
TIN
G
NOTES:
SEE T-116 FOR PLATFORM REMOVAL LIMITS. 3.
SEE T-504 FOR TRACKWORK DETAILS.2.
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 1.
TRACK 4
TRACK 3
TRACK 6
TRACK 5
TRACK 2
TRACK 1
L=219.09'
INTERLOCKING
TO K
TRACK 4WY
TRACK MY
TRACK
6
INTERLOCKING
TO K
E
E
E
E
E
E
llEEE
E
E
ll
E
E
Ls =
93.00'
PS MOVES 26.41'
SWITCH HEEL TO PC
1/4" Ea FROM
PF
ST
A 42
+29.7
5Ea
= 0.2
5"
JR = 6.240
RUNOFF = 0.500"/31'
Ls = 93.00'
SPIRAL 1-1
TC 25.5'
TC 16.8'
TC 1
4.6'
Ea
= 3.0
0"
Lc = 338.25'
V = 25 MPH
CURVE SET
POWELTON AVE YARD
IGH LINEH
CURVED SWITCH
RH NO. 10
SWITCH
CURVED
LH NO. 10
Eu = 2.355" MAX
Ea = 0.250" MIN
V = 25 MPH
Lc = 176.66'
CURVE 1
Eu = 1.406
Ea = 3.000"
V = 25 MPH
Lc = 66.67'
CURVE 2
PO
C STA 45+
74.3
0
l l l l
T-115
44
BDH
SJS
AS NOTED
TR
AC
K
1 2
NONE
5883431-s-rr-pln115
IMP
RO
VE
ME
NT
14
TO
MEDIA/ELW
YN
TO 30TH STREET
N
30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'"WEST" TRACK 6 - PROFILE
"WEST" TRACK 6 - PLAN
PL
AN & P
RO
FIL
E - "
WE
ST"
TK 6 (1 O
F 2)
40
40
40
50
50
50
50
50
STAIRS
BUILDING
ED
GE
OF
BRID
GE
PLATFORM
WALL
WALL
WALL
CONDUIT
TUNNEL WALL
S
TUNNEL WALL
S
ED
GE
OF
BRID
GE
EDGE OF PLATFORMEDGE OF PLATFORMBOTTOM OF WALL
STAIRSINST HSE
TUNNEL PORTAL
ST
ATIO
N
CA
NO
PYWALK
AIR LINE
VAULT
30
40
50
60
7070
30
40
50
60
7070
40+0041+0042+0043+0044+00
30
40
50
60
7070
30
40
50
60
7070
41+0042+0043+0044+0044+50
E P
VC
ST
A 41
+71.4
7
E
LE
V=
43.6
6
E
PIT
O
ST
A 41
+82.2
5
E
LE
V=
42.3
9
L
PVI STA 41+96.47
ELEV=43.03
VC=50.00'
e=0.04'
r=1.30
E P
VT
ST
A 42
+21.4
7
E
LE
V=
42.5
6
E
E
LE
V=
42.4
5
E
LLT
ST
A 42
+51.4
4
E
LE
V=
41.9
4
E P
VC
ST
A 42
+82.3
6
E
LE
V=
41.4
2
L
PVI STA 43+07.36
ELEV=40.95
VC=50.00'
e=0.12'
r=3.93
E P
VT
ST
A 43
+32.3
6
E
LE
V=
40.9
8
-2.523%
-1.871%+0.094%
P
F
ST
A 42
+29.7
5
E
LE
V=
44.1
8
E
P
S
ST
A 41
+50.8
3
P
OT
ST
A 43
+90.6
1
E
LE
V=
41.0
3
E
E
PIT
O
ST
A 40
+85.4
8
E
LE
V=
45.8
3
E
E
LE
V=
44.6
3
E
LLT
ST
A 41
+49.8
5
E
LE
V=
44.2
0
E P
VC
ST
A 42
+11.9
7
E
LE
V=
42.6
4
L
PVI STA 42+36.97
ELEV=42.00
VC=50.00'
e=0.13'
r=4.14
E P
VT
ST
A 42
+61.9
7
E
LE
V=
41.8
9
-2.523%
-0.454%
P
F
ST
A 41
+32.9
8
E
LE
V=
46.6
2
E
P
S
ST
A 40
+54.0
6
P
OT
ST
A 43
+20.1
1
E
LE
V=
41.6
3
E
43.02
42.02
41.41
40.96
42.9
9
42.0
2
41.1
5
40.9
9
45.40
44.08
42.69
41.90
41.72
45.4
6
44.2
0
42.9
4
41.9
7
41.7
2
PROPOSED TOR
SWITCH 13LH NO.10
SWITCH 15RH NO.10
M
AT
CH
EXIS
TIN
G
M
AT
CH
EXIS
TIN
G
PROPOSED TOR
EXIST TOR
EXIST TOR
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
41+00
42+00
43+00
PC
ST
A 41
+46.2
0
PT
ST
A 42
+06.8
6
PO
C
ST
A 43
+20.1
1
PS
ST
A 40
+54.0
6
PF
ST
A 41
+32.9
8
LLT
ST
A 41
+49.8
5
PIT
O
ST
A 40
+85.4
8
42+00
43+00
PC
ST
A 42
+41.2
6
PT
ST
A 42
+76.3
7
PC
ST
A 43
+12.1
2
PT
ST
A 43
+40.8
9
PO
C
ST
A 43
+90.6
1
PS
ST
A 41
+50.8
3
PF
ST
A 42
+29.7
5
LLT
ST
A 42
+51.4
4
PIT
O
ST
A 41
+82.2
5
STATION 40+74.06 (MIN 7")
FROM STATION 39+94.06 TO
PLATFORM REMOVAL LIMITS
LH NO. 10
RH NO. 10
13
15
MA
TC
H
EXIS
TIN
G
MA
TC
H
EXIS
TIN
G
NOTES:
SUPERELEVATE TURNOUT 13 FROM TRACK 6.3.
LINE THROUGH SWITCH PANEL OF TURNOUT NO. 9.2.
SEE T-504 FOR TRACKWORK DETAILS.1.
TRACK 4WY
TRACK MY
E
E
E
E
E
E
E
E
EEE
E
E
TRACK
6
PS
ST
A 42
+10.1
1S
WIT
CH
NO.1
1
PS
ST
A 42
+95.6
2
SWIT
CH
NO.
9
TRACK 4
TRACK 3
TRACK 6
TRACK 5
TRACK 2
TRACK 1
INTERLOCKING
TO K
INTERLOCKING
TO K
L=219.09'
Eu = 0.184"
Ea = 0.000"
V = 5 MPH
Lc = 35.11'
CURVE 1
Eu = 0.224"
Ea = 0.000"
V = 5 MPH
Lc = 28.84'
CURVE 2
Eu = 0.184"
Ea = 0.000"
V = 5 MPH
Lc = 60.71'
CURVE 1
POWELTON AVE YARD
-0.30.4
-0.2l l l l
T-116
44
BDH
SJS
AS NOTED
TR
AC
K
2 2
NONE
5883431-s-rr-pln115
IMP
RO
VE
ME
NT
15
TO 30TH STREET
N
30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'
"WEST" TRACK MY/4WY - PLAN
"WEST" TRACK MY - PROFILE"WEST" TRACK 4WY - PROFILE
PL
AN & P
RO
FIL
E - "
WE
ST"
TK M
Y/4
WY (2 O
F 2)
TO
MEDIA/ELW
YN
T
T
T
T
T
T
T
707070
7070
80 80 80
80
TRACK 1
TRACK 2
3' CONC WALL WITH 8' CHAIN LINK FENCE
8' CHAIN LINK FENCEBOTTOM OF BRIDGE ABUTMENT
ED
GE
OF
BRID
GE
ED
GE
OF
BRID
GE
BOTTOM OF BRIDGE ABUTMENT 8' CHAIN LINK FENCE
EDGE OF BRIDGE
EDGE OF BRIDGE
SOUTH 49TH STREET KIN
GSESSIN
G
AVE
NU
E
PIPES LAYING ON GROUND
DRAINAGE PIPE
BRIDGE SUPPORTS
BRIDGE SUPPORTS
INST HSE
TRACK 1
TRACK 2
EE
E
152+00153+00154+00155+00156+00
E
TC 13.1'TC 12.8'TC 12.7'TC 12.5'TC 12.4'TC 12.3'
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN
2.TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS
THIS SHEET.1.EXISTING ALIGNMENT SHOWN FOR REFERENCE ONLY; NO PROPOSED WORK
NOTES:
E
ST
ST
A 155
+44.1
3
PO
T
ST
A 156
+50.0
0
E
AN
GLE
POIN
T
PI
ST
A 153
+43.6
6
50
60
70
80
90
100100
50
60
70
80
90
100100
151+50152+00153+00154+00155+00156+00157+00158+00159+00159+50
68.71
69.42
70.12
70.74
71.31
71.83
72.35
72.86
73.37
73.89
74.46
75.04
75.64
76.20
76.73
EXI
ST
TO
R
PR
OP
TO
R
±1.12%
EXIST GROUND
EXIST TOR
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
T-121
44
BDH
SJS
AS NOTED
TR
AC
K
1
NONE
5883431-s-rr-pln121
IMP
RO
VE
ME
NT
16
PL
AN & P
RO
FIL
E - T
RA
CK 2/5 (1 O
F 1
0)
MA
TC
H
LIN
E -
SE
E
DW
G
T-
122
TO 30TH STREETTO MEDIA/ELWYN
N
TRACK 2/5 - PLAN
TRACK 2/5 - PROFILE30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'
10
70
70
70
70
70
7070
70
70
70
70
70
80
8080
80
80
5' CONC WALL WITH 6' IRON FENCE
8' CHAIN LINK FENCE
WITH BARBED WIRE
8' CHAIN LINK FENCE
CONCRETE FOOTER
ED
GE
OF
BRID
GE
ED
GE
OF
BRID
GE
BOTTOM OF BRIDGE ABUTMENT
BOTTOM OF BRIDGE ABUTMENT
BUILDING
8' CHAIN LINK FENCE
WO
OD
LA
ND
AVE
NU
E
CONCRETE WALL WITH 10' CHAIN LINK FENCE
PIPE INLET
HEADWALL
TRACK 1
TRACK 2
E
E
E
E
E
144+00
145+00
146+00147+00148+00
149+00
150+00
151+00
Ls=529
E
E
TC 15.0'
TC 14.8'
TC 14.5'TC 14.1'TC 13.8'
TC 13.6'
TC 13.5'
TC 13.3'
NOTES:
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN
2.TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS
THIS SHEET.1.EXISTING ALIGNMENT SHOWN FOR REFERENCE ONLY; NO PROPOSED WORK
E
E
ST
ST
A 155
+44.1
3
CS
ST
A 146
+15.1
8
Lc = 2138.08'
V = 50 MPH
CURVE SET-6
JR = 18.871
RUNOFF = 0.250"/31'
Ls = ±528'
SPIRAL 6-4
Eu = 0.560"
Ea = 4.250"
Lc = ±372.61'
R = 2084.95'
CURVE 5/2-6C
40
50
60
70
80
9090
40
50
60
70
80
9090
143+50144+00145+00146+00147+00148+00149+00150+00151+00151+50
62.62
62.69
62.74
62.84
62.98
63.11
63.29
63.55
63.87
64.27
64.77
65.31
65.90
66.55
67.26
67.97
EXI
ST
TO
R
PR
OP
TO
R
OHB 2.97
WOODLAND AVENUE
±0.01%
±1.12%
EXIST GROUND
EXIST TOR
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
T-122
44
BDH
SJS
AS NOTED
TR
AC
K
2
NONE
5883431-s-rr-pln122
IMP
RO
VE
ME
NT
17
PL
AN & P
RO
FIL
E - T
RA
CK 2/5 (2 O
F 1
0)
MA
TC
H
LIN
E -
SE
E
DW
G
T-
121
MATC
H
LIN
E -
SE
E
DW
G
T-
123
TO 30TH STREETTO MEDIA/ELWYN
N
TRACK 2/5 - PLAN
TRACK 2/5 - PROFILE30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'
10
T
T
T
60
606060
60
6060
6060
6060
70
70
70
70
70
70
70
80
80
80
80
80
BUILDING
8' CHAIN LINK FENCE
BOTTOM OF BRIDGE ABUTMENT
BOTTOM OF BRIDGE ABUTMENT
ED
GE
OF
BRID
GE
ED
GE
OF
BRID
GE
SO
UTH 47TH STREET
CONCRETE WALL WITH 10' CHAIN LINK FENCE
8' CHAIN LINK FENCE
BUILDING
8' CHAIN LINK FENCEWALL
8' CHAIN LINK FENCE
BUILDING
8' CHAIN LINK FENCE
WALL
PIPE INLET
PIPE INLET
CABINET
CABINET
TRACK 2
TRACK 1
TRACK 1
TRACK 2
EE
E
E
EE
E
136+00
137+00138+00
139+00
141+00
142+00
143+00
CS
ST
A 137
+20.8
8
CS
ST
A 141
+49.5
7
Ls=217
Ls=93
EE
E
E
00135+
BK 139
+37.8
8
AH
D 139
+37.9
4
TC 12.9'
TC 13.0'
TC 13.1'TC 13.1'TC 13.2'
TC 13.8'
TC 14.5'
TC 15.0'
Eu = -0.438"
Ea = 4.250"
Lc = 211.63'
R = 2630.75'
CURVE 5/2-6B
Eu = 1.677"
Ea = 3.500"
Lc = 435.88'
R = 1936.97'
CURVE 5/2-6A
NOTES:
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 1.
EE
E
0.0
8
0.0
4
-0.0
1
-0.0
3
Lc = 2138.08'
V = 50 MPH
CURVE SET-6
E
SC
ST
A 142
+42.5
7
SC
ST
A 139
+37.9
4
MA
TC
H
EXIS
TIN
G
Eu = 0.560"
Ea = 4.250"
Lc = ±372.61'
R = 2084.95'
CURVE 5/2-6C
JR = 1.864
RUNOFF = 0.000"/31'
Ls = ±93.00'
SPIRAL 6-3
JR = 2.052
RUNOFF = 0.107"/31'
Ls = 217.00'
SPIRAL 6-2
PROP TOR
40
50
60
70
80
9090
40
50
60
70
80
9090
135+00136+00137+00138+00139+00139+38141+00142+00143+00143+50
E P
VC
ST
A 135
+50.0
0
E
LE
V=
57.1
5
L
PVI STA 136+00.00
ELEV=57.69
LVC=100.00'
e=0.02'
r=0.14
E P
VT
ST
A 136
+50.0
0
E
LE
V=
58.3
0
E P
VC
ST
A 138
+49.9
4
E
LE
V=
60.7
4
L
PVI STA 140+00.00
ELEV=62.57
LVC=300.00'
e=-0.45'
r=-0.40
E E
LE
V=
62.5
9
1.079%
1.221%
0.013%
56.60
57.15
57.70
58.28
58.88
59.50
60.13
60.71
61.26
61.63
62.10
62.36
62.50
62.59
62.59
62.59
62.61
56.6
1
57.1
5
57.7
0
58.3
0
58.9
1
59.5
2
60.1
3
60.7
4
61.3
0
61.6
6
62.1
2
62.3
8
62.5
3
62.5
9
62.6
0
62.6
0
62.6
1
P
OT
ST
A 143
+00.0
0
E
LE
V=
62.6
1
E P
VT
ST
A 141
+50.0
0
M
AT
CH
EXIS
TIN
G
EXI
ST
TO
R
PR
OP
TO
R
OHB 2.89
SOUTH 47TH STREET
19.3
8'
19.1
8'
EXIST TOR EXIST GROUND
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
T-123
44
BDH
SJS
AS NOTED
TR
AC
K
3
NONE
5883431-s-rr-pln123
IMP
RO
VE
ME
NT
18
PL
AN & P
RO
FIL
E - T
RA
CK 2/5 (3 O
F 1
0)
MA
TC
H
LIN
E -
SE
E
DW
G
T-
122
MA
TC
H
LIN
E -
SE
E
DW
G
T-
124
TO 30TH STREETTO MEDIA/ELWYN
N
TRACK 2/5 - PLAN
TRACK 2/5 - PROFILE30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'
10
30
40
40
40
40
40
40
40
40
40
40
50
5050
50
50
50
50
54
54
54
54
6060
HEADWALL
8' CHAIN LINK FENCE
8' CHAIN LINK FENCE
8' CHAIN
LINK FENCE
CONCRETE WALL WITH
PIPE INLET
DITCH8' CHAIN LINK FENCE
MITERED
END SECTIO
N
6' CHAIN
LINK
FENCE
PIPE INLET
PIPE INLET
UNK. STRUCTURE
UNK. STRUCTURE
PILLAR
PILLAR
INST HSE
CABINET
CABINET
TRACK 1
TRACK 2
TRACK 2 (A
MTRAK)TRACK 3 (A
MTRAK)
TRACK 4 (A
MTRAK)TRACK 5 (A
MTRAK)
CSX
CSX
SE
WE
R
E
E
E
E
E
E
E
127+00128+00
129+00
130+00131+00
132+00133+00134+00
TS
ST
A 130
+06.0
1
SC
ST
A 132
+85.0
1
Ls=93
Ls=279
E
E
E
00
135+
ST
ST
A 126
+75.1
5
PS
ST
A 127
+16.9
5
NO. 15 RH
NO. 15 RH
AP
F
ST
A 128
+28.1
7
PIT
O
ST
A 127
+56.9
2
TC 13.0'
TC 13.0'
TC 13.0'
TC 13.0'
TC 12.9'
TC 12.6'TC 12.6'
TC 12.7'
LLT
ST
A 128
+76.2
2
Eu = 1.677"
Ea = 3.500"
Lc = 435.88'
R = 1936.97'
CURVE 5/2-6A
NOTES:
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 1.
E
E
0.2
6
0.1
1
-0.1
1
-0.1
6
-0.1
7
-0.2
2
-0.2
6
-0.2
3
-0.0
6
-0.0
1
Lc = 2138.08'
V = 50 MPH
CURVE SET-6
Lc = 975.34'
V = 45 MPH
CURVE SET-5
JR = 3.327
RUNOFF = 0.389"/31'
Ls = 279.00'
SPIRAL 6-1
JR = 2.396
RUNOFF = 0.500"/31'
Ls = 93.00'
SPIRAL 5-4
SW 1A
SW 1B
PROP TOR
30
40
50
60
70
8080
30
40
50
60
70
8080
126+50127+00128+00129+00130+00131+00132+00133+00134+00135+00
E
P
VT
ST
A 126
+50.0
0
E
LE
V=
47.3
3
E
E
LE
V=
48.0
0
E
E
LE
V=
48.4
0
E
E
LE
V=
49.5
9
E
E
LE
V=
50.3
5
E
E
LE
V=
50.7
5
E P
VC
ST
A 130
+10.0
0
E
LE
V=
50.9
3
L
PVI STA 130+60.00
ELEV=51.43
LVC=100.00'
e=0.03'
r=0.23
E P
VT
ST
A 131
+10.0
0
E
LE
V=
52.0
4
E P
VC
ST
A 133
+00.0
0
E
LE
V=
54.3
8
L
PVI STA 133+50.00
ELEV=54.99
LVC=100.00'
e=-0.02'
r=-0.15
E P
VT
ST
A 134
+00.0
0
E
LE
V=
55.5
3
0.999%
1.228%
1.079%
46.83
47.13
47.55
48.16
48.81
49.45
50.06
50.67
51.26
51.88
52.51
53.15
53.76
54.36
54.95
55.53
56.07
47.3
3
47.8
3
48.3
3
48.8
3
49.3
3
49.8
3
50.3
3
50.8
3
51.3
5
51.9
2
52.5
3
53.1
5
53.7
6
54.3
8
54.9
7
55.5
3
56.0
7
EXI
ST
TO
R
PR
OP
TO
R
P
S 1
B
ST
A 127
+16.9
5
PIT
O 1
B
ST
A 127
+56.9
2
LLT 1
B
ST
A 128
+76.2
2
PIT
O 1
A
ST
A 129
+51.7
1
T
RA
CK 1
P
S 1
A
ST
A 129
+91.6
9
T
RA
CK 1
RH NO. 15 CROSSOVER
EXIST TOR
EXIST GROUND
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
T-124
44
BDH
SJS
AS NOTED
TR
AC
K
4
NONE
5883431-s-rr-pln124
IMP
RO
VE
ME
NT
19
PL
AN & P
RO
FIL
E - T
RA
CK 2/5 (4 O
F 1
0)
MA
TC
H
LIN
E -
SE
E
DW
G
T-
123
MA
TC
H
LIN
E -
SE
E
DW
G
T-
125
TO 30TH STREETTO MEDIA/ELWYN
N
TRACK 2/5 - PLAN
TRACK 2/5 - PROFILE30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'
10
30
40
40
40
40
50
CONCRETE WALL
GATE
6' CHAIN LINK FENCE
6' CHAIN LINK FENCE
UNK. STRUCTURE
CABINET
TRACK 5
TRACK 2
TRACK 1
TRACK 5
TRACK 2
TRACK 1
TRACK 2 (AMTRAK)
TRACK 3 (AMTRAK)
CSX
CSX
TRACK 2 (AMTRAK)
TRACK 3 (AMTRAK)
CSX
CSX
TRACK 4
HOME SIGNAL
EXISITNG NB
E
E
E
E
E
E E
EE
E
EE
E
E
E
E
119+00
120+00121+00122+00
123+00
124+00
125+00
126+00
Ls=93
Ls=93
E
E
E
E
E
E
00
118+
SC
ST
A 118
+23.8
0
CS
ST
A 118
+60.1
4
SC
ST
A 119
+53.1
4
CS
ST
A 122
+82.9
8
SC
ST
A 123
+75.9
8
CS
ST
A 125
+82.1
5
Ls=93
Ls=124
TC 28.1'
TC 28.7'
TC 28.5'TC 29.3'TC 31.1'
TC 33.9'
TC 13.8'
TC 12.4'
TC 12.6'
TC 12.8'TC 13.0'TC 13.2'
TC 13.1'
TC 12.6'
TC 12.7'
Ea
= 3.5
"
Eu = 0.863"
Ea = 1.500"
Lc = 206.16'
R = 3437.87'
CURVE 5/2-5C
Eu = 0.951"
Ea = 2.000"
Lc = 329.84'
R = 2752.18'
CURVE 5/2-5B
Eu = 1.816"
Ea = 3.500"
Lc = 36.34'
R = 1528.16'
CURVE 5/2-5A
PO
S
ST
A 118
+92.3
3
TO
TR
AC
K 5
CLE
AR
AN
CE
POIN
T
NOTES:
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 1.
E
E
E
E
E
0.4
5
0.3
60.0
3
-0.0
9
-0.1
3
-0.2
0
-0.2
6
0.1
0
0.5
6
Lc = 975.34'
V = 45 MPH
CURVE SET-5
JR = 2.396
RUNOFF = 0.500"/31'
Ls = 93.00'
SPIRAL 5-4
JR = 23.311
RUNOFF = 0.167"/31'
Ls = 93.00'
SPIRAL 5-3
JR = 1.451
RUNOFF = 0.500"/31'
Ls = 124.00'
SPIRAL 5-1
JR = 2.391
RUNOFF = 0.500"/31'
Ls = 93.00'
SPIRAL 5-2
PROP TOR
30
40
50
60
70
8080
30
40
50
60
70
8080
118+00119+00120+00121+00122+00123+00124+00125+00126+00126+50
E
P
VC
ST
A 118
+00.0
0
E
LE
V=
42.6
5
L
PVI STA 118+50.00
ELEV=42.89
LVC=100.00'
e=-0.01'
r=-0.09
E P
VT
ST
A 119
+00.0
0
E
LE
V=
43.0
8
E P
VC
ST
A 121
+00.0
0
E
LE
V=
43.8
4
L
PVI STA 121+50.00
ELEV=44.03
LVC=100.00'
e=0.00'
r=0.03
E P
VT
ST
A 122
+00.0
0
E
LE
V=
44.2
4
E P
VC
ST
A 123
+25.0
0
E
LE
V=
44.7
5
L
PVI STA 123+75.00
ELEV=44.95
LVC=100.00'
e=0.05'
r=0.43
E P
VT
ST
A 124
+25.0
0
E
LE
V=
45.3
7
E P
VC
ST
A 125
+50.0
0
E
LE
V=
46.4
1
L
PVI STA 126+00.00
ELEV=46.83
LVC=100.00'
e=0.02'
r=0.16
E
P
VT
ST
A 126
+50.0
0
E
LE
V=
47.3
3
0.382%
0.407%
0.836%
42.63
42.87
43.09
43.26
43.46
43.65
43.85
44.01
44.21
44.40
44.63
44.86
45.16
45.48
45.83
46.17
46.53
42.6
5
42.8
8
43.0
8
43.2
7
43.4
6
43.6
5
43.8
4
44.0
4
44.2
4
44.4
4
44.6
4
44.8
6
45.1
7
45.5
8
46.0
0
46.4
1
46.8
5
EXI
ST
TO
R
PR
OP
TO
R
NB HOME SIGNAL
EXIST GROUNDEXIST TOR
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
T-125
44
BDH
SJS
AS NOTED
TR
AC
K
5
NONE
5883431-s-rr-pln125
IMP
RO
VE
ME
NT
20
PL
AN & P
RO
FIL
E - T
RA
CK 2/5 (5 O
F 1
0)
MA
TC
H
LIN
E -
SE
E
DW
G
T-
124
MA
TC
H
LIN
E -
SE
E
DW
G
T-
126
TO 30TH STREETTO MEDIA/ELWYN
N
TRACK 2/5 - PLAN
TRACK 2/5 - PROFILE30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'
10
40
40
CONCRETE WALL
WITH BARBED WIRE
9' CHAIN LINK FENCE
6' CHAIN LINK FENCE
UNK. STRUCTUREUNK. STRUCTURE
CABINET
CABINET
CABINETCABINETCABINETCABINET
HSEINST
INST HSE
TRACK 5
TRACK 4
TRACK 2
TRACK 1
CSX
CSX
TRACK 3 (AMTRAK)
TRACK 2 (AMTRAK)
INLET
BALLAST-SCREEN
EE
E
EE
EE
EEEEEEEE
E
EE
EE
E
EE l
l
EE
EE
E
E
EE
E
E
115+00
116+00
117+00
PC
ST
A 115
+62.3
6
110+00
111+00
113+00114+00
PT
ST
A 112
+36.7
5
PC
ST
A 112
+80.3
8
PC
C
ST
A 113
+82.5
5
Ls=124
EEE
E
EE
EE
E
E
TC 19.1'
TC 22.6'
TC 25.5'
TC 15.7'
TC 17.1'
TC 16.6'
TC 12.2'
TC 13.0'
TC 12.9'
TC 13.2'TC 13.9'
TC 9.3'TC 13.2'TC 16.2'
PIT
O
ST
A 110
+14.9
9
AP
F
ST
A 111
+09.9
9
LLT
ST
A 111
+76.5
1
PC/
LLT
ST
A 111
+96.4
8
LLT
ST
A 112
+57.2
0
AP
F
ST
A 112
+66.4
0
PT
ST
A 116
+62.8
0
TS
ST
A 116
+99.8
0
EE
EE
EEEEE
PS/
PC
ST
A 114
+22.3
7
LLT
ST
A 117
+50.0
3
PS
ST
A 109
+53.9
5
AP
F
ST
A 116
+78.4
0
PS/
PT
ST
A 115
+22.3
6
SEE T-501 & T-502 FOR TRACKWORK GEOMETRY
Ea
= 1.5
"
Ea
= 1.5
"
Ea
= 1.5
"
Ea
= 0"
Eu = -0.083"
Ea = 1.500"
V = 45 MPH
Lc = 100.44'
R = 5729.65'
CURVE 5/2-TO3
Eu = 1.808"
Ea = 1.500"
V = 45 MPH
Lc = 99.99'
R = 2455.76'
CURVE 5/2-4
Eu = 2.357"
Ea = 1.500"
V = 45 MPH
Lc = 102.17'
R = 2106.02'
CURVE 5/2-XO5A
Eu = 2.360"
Ea = 1.500"
V = 45 MPH
Lc = 40.27'
R = 2104.30'
CURVE 5/2-3
PO
C
ST
A 112
+84.8
4
TO
TR
AC
K 4
CLE
AR
AN
CE
POIN
T
NOTES:
EE EE
EE
-1.6
1
-3.9
3
-4.0
1
-1.5
3
0.0
0
0.0
80.1
6
-0.6
0
Lc = 975.34'
V = 45 MPH
CURVE SET-5
ALONG THE LOW-RAIL REQUIRED TO BRING THROUGH AND DIVERGING TRACKS INTO THE SAME PLANE.PROFILES THROUGH CURVED AND SUPERELEVATED TURNOUTS REPRESENT THE GRADES AND ELEVATIONS 5.
SET DIVERGING SIDE OF TURNOUT 7 OFF OF TRACK 2.4.
SET DIVERGING SIDE OF TURNOUT 3 OFF OF TRACK 2.3.
SET CROSSOVER PANEL SUPERELEVATION OFF OF TRACK 1.2.
CURVATURE OR DIFFERENCE IN SUPERELEVATION.TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS WITHOUT ADJUSTMENT FOR 1.
SEE T-503 FOR TRACKWORK GEOMETRYSPECIAL LH NO. 20 TURNOUT
JR = 1.451
RUNOFF = 0.500"/31'
Ls = 124.00'
SPIRAL 5-1
Ea
= 2.3
"
SEE T-501 FOR TRACKWORK GEOMETRY
TRANSITION 0" - 1.5" CROSSLEVEL
SW
HE
EL
ST
A 109
+92.9
6
SW 3SW 5A
SW 5B
SW 7
20
30
40
50
60
7070
115+00116+00117+00118+00
E
E
LE
V=
40.8
2
E P
VC
ST
A 114
+33.0
9
E
LE
V=
40.8
8
L
PVI STA 114+70.59
ELEV=41.11
LVC=75.00'
e=-0.01'
r=-0.18
E P
VT
ST
A 115
+08.0
9
E
LE
V=
41.2
8
E
E
LE
V=
41.3
5
E
E
LE
V=
42.0
8
E
E
LE
V=
42.4
2
E
P
VC
ST
A 118
+00.0
0
E
LE
V=
42.6
5
0.606%
0.469%
P
S 5
A
ST
A 114
+22.3
7
P
S 3
ST
A 115
+22.3
6
AP
F 3
ST
A 116
+78.4
0
LLT 3
ST
A 117
+50.0
3
40.70
40.97
41.31
41.57
41.87
42.11
42.37
40.9
8
41.2
5
41.4
8
41.7
2
41.9
5
42.1
8
42.4
2
EXI
ST
TO
R
PR
OP
TO
R
20
30
40
50
60
7070
109+50110+00111+00112+00
E
E
LE
V=
37.5
4
E P
VC
ST
A 109
+98.1
9
E
LE
V=
37.8
1
E
E
LE
V=
37.9
2
L
PVI STA 110+48.19
ELEV=38.12
LVC=100.00'
e=0.02'
r=0.14
E P
VT
ST
A 110
+98.1
9
E
LE
V=
38.5
0
E
E
LE
V=
38.5
9
E
E
LE
V=
39.0
9
E
E
LE
V=
39.2
4
L
PVI STA 111+98.65
ELEV=39.26
E
E
LE
V=
39.6
9
E
E
LE
V=
39.7
5
0.616%
0.758%0.730%
P
OT
ST
A 112
+77.4
4
E
LE
V=
39.8
3
E
37.56
37.94
38.26
38.59
38.95
39.31
39.65
37.5
1
37.8
2
38.1
5
38.5
1
38.8
9
39.2
7
39.6
3
P
S 7
ST
A 109
+53.9
5
PIT
O 7
ST
A 110
+14.9
9
AP
F 7
ST
A 111
+09.9
9
LLT 7
ST
A 111
+76.5
1
LLT 5
B
ST
A 112
+57.2
0
LLT 5
A
ST
A 111
+96.4
8
AP
F 5
A
ST
A 112
+66.4
0
STANDARD NO. 20 SWITCHFOR TRACKWORK GEOMETRY
SEE DWG T-501 & T-502
114+00 113+00
SPECIAL LH NO. 20 TURNOUT
40.6
7
40.3
4
40.0
0
39.92
40.19
40.45
EXIST TOR
EXIST GROUND
PROP TOR
BY TRACK XO PROFILE AND CROSSLEVEL
NON-LINEAR PROFILE CONTROLLED
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
T-126
44
BDH
SJS
AS NOTED
TR
AC
K
6
NONE
5883431-s-rr-pln126
IMP
RO
VE
ME
NT
21
PL
AN & P
RO
FIL
E - T
RA
CK 2/5 (6 O
F 1
0)
MA
TC
H
LIN
E -
SE
E
DW
G
T-
125
MA
TC
H
LIN
E -
SE
E
DW
G
T-
127
TO 30TH STREETTO MEDIA/ELWYN TRACK 2/5 - PLAN
N
TRACK 2/5 - PROFILE30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'
10
30
(S
R 3003)
SO
UTH
UNIV
ER
SIT
Y
AVE
NU
E
EDGE OF GIRDER
EDGE OF GIRDER
GUARD RAILSGUARD RAILS
EDGE OF GIRDERTRACK 2
TRACK 1
TRACK 2
TRACK 1
CSX
CSX
TRACK 3 (AMTRAK)
TRACK 2 (AMTRAK)
E
E
105+00106+00107+00108+00109+00
ST
ST
A 105
+97.5
7
Ls=186
L=598.90'
E
TC 12.9'TC 12.7'TC 12.8'
TC 12.9'TC 13.0'
CLEARANCE7.09' MIN
NOTES:
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 1.
0.0
4
0.0
8
0.0
3
0.0
00.0
1
-0.0
2
Lc = 1280.37'
V = 40 MPH
CURVE SET-2
JR = 3.554
RUNOFF = 0.167"/31'
Ls = 186.00'
SPIRAL 2-3
PROP TOR
20
30
40
50
60
7070
20
30
40
50
60
7070
104+50105+00106+00107+00108+00109+00109+50
E P
VT
ST
A 104
+79.6
0
E
LE
V=
34.3
5
E P
VC
ST
A 107
+00.0
0
E
LE
V=
35.9
2
L
PVI STA 107+50.00
ELEV=36.28
LVC=100.00'
e=-0.01'
r=-0.10
E P
VT
ST
A 108
+00.0
0
E
LE
V=
36.5
9
0.716%
0.616%
34.01
34.29
34.60
34.92
35.27
35.68
36.12
36.56
36.96
37.32
34.1
3
34.4
9
34.8
5
35.2
1
35.5
6
35.9
2
36.2
7
36.5
9
36.9
0
37.2
0
EXI
ST
TO
R
PR
OP
TO
R
UGB 2.25
S. UNIVERSITY AVENUE
GIRDER BRIDGE
THROUGH
EXIST TOR
EXIST GROUND
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
T-127
44
BDH
SJS
AS NOTED
TR
AC
K
7
NONE
5883431-s-rr-pln127
IMP
RO
VE
ME
NT
22
PL
AN & P
RO
FIL
E - T
RA
CK 2/5 (7 O
F 1
0)
MA
TC
H
LIN
E -
SE
E
DW
G
T-
126
MA
TC
H
LIN
E -
SE
E
DW
G
T-
128
N
TO 30TH STREETTO MEDIA/ELWYN TRACK 2/5 - PLAN
TRACK 2/5 - PROFILE30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'
10
T
T
30
30
30
30
30 30
3030
3030
30
30
8' CHAIN LINK FENCE
CONCRETE WALL WITH 8' CHAIN LINK FENCE
BUILDING
BUILDING FOOTERCONCRETE
CHANGE FROM 8' TO 4' FENCE
CABINET
HEALTH SCIENCES DR
TRACK 2
TRACK 1
TB TRACK
TRACK 2 (AMTRAK)
TRACK 3 (AMTRAK)
CSX
HOME SIGNAL
EXISITNG SB
E
E
E
EE
E
97+00
98+0099+00100+00
101+00
102+00
103+00
104+00
CS
ST
A 104
+11.5
7
E
Ls=186
TC 13.0'
TC 12.9'
TC 12.8'
TC 15.2'
TC 14.9'
TC 14.6'TC 14.2'TC 13.9'
TC 13.5'
TC 13.2'
TC 13.1'
TRACK 2 TRACK 5
Eu = 1.308"
Ea = 1.000"
Lc = 795.90'
R = 2780.00'
CURVE 5/2-2B Eu = 1
.308"
Ea = 1
.000"
Lc = 7
95.90'
R = 27
80.00'
CURVE 5/2-
2BNOTES:
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 1.
-1.6
1
-1.2
6
-0.9
6
-0.6
5
-0.3
8
-0.1
8
-0.0
2
0.0
5
Lc = 1280.37'
V = 40 MPH
CURVE SET-2
JR = 3.554
RUNOFF = 0.167"/31'
Ls = 186.00'
SPIRAL 2-3
PROP TOR
20
30
40
50
60
7070
20
30
40
50
60
7070
96+0097+0098+0099+00100+00101+00102+00103+00104+00104+50
E P
VC
ST
A 101
+79.6
0
E
LE
V=
32.1
3
L
PVI STA 103+29.60
ELEV=33.27
LVC=300.00'
e=-0.02'
r=-0.02
0.764%
27.67
28.03
28.39
28.77
29.11
29.44
29.79
30.15
30.61
31.03
31.44
31.86
32.25
32.65
33.04
33.38
33.69
27.7
0
28.0
8
28.4
6
28.8
4
29.2
2
29.6
1
29.9
9
30.3
7
30.7
5
31.1
3
31.5
2
31.9
0
32.2
8
32.6
6
33.0
3
33.4
0
33.7
7
EXI
ST
TO
R
PR
OP
TO
R
SB HOME SIGNAL
EXIST GROUND
EXIST TOR
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
T-128
44
BDH
SJS
AS NOTED
TR
AC
K
8
NONE
5883431-s-rr-pln128
IMP
RO
VE
ME
NT
23
PL
AN & P
RO
FIL
E - T
RA
CK 2/5 (8 O
F 1
0)
MA
TC
H
LIN
E -
SE
E
DW
G
T-
127
MA
TC
H
LIN
E -
SE
E
DW
G
T-
129
TO 30TH STREETTO MEDIA/ELWYN
N
TRACK 2/5 - PROFILE30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'
10
TRACK 2/5 - PLAN
20
20
20
20
CONCRETE WALL WITH 4' CHAIN LINK FENCE
CABINET
CABINET
TRACK 5
TRACK 6
TRACK 2 (AMTRAK)
TRACK 3 (AMTRAK)
TB TRACK
CSX HIGH L
INE
EEE
E
E
ll
E
E
E
EEE
E
88+0089+0090+0092+0093+0094+0095+00
96+00
SC
ST
A 94
+10.2
1
CS
ST
A 95
+53.6
8
Ls=213Ls=93
Ls=62
L=377.30' EEE
E
E
TC 6.3'
TC 12.6'TC 12.9'
TC 13.1'
PS
ST
A 91
+81.4
4
AP
F
ST
A 92
+85.0
1
LLT
ST
A 93
+17.2
1
PIT
O
ST
A 92
+37.5
1
PS
ST
A 92
+07.6
1
00
91+
TC 18.0'
TC 14.9'TC 14.5'TC 14.5'TC 14.5'TC 14.7'TC 15.6'
TC 16.0'
TC 15.7'
TC 0.0'
ST
ST
A 89
+39.9
2
MA
TC
H
EXIS
TIN
G
Eu = 1.308"
Ea = 1.000"
Lc = 795.90'
R = 2780.00'
CURVE 5/2-2B
Eu = 1.306"
Ea = 1.500"
Lc = 143.47'
R = 2287.19'
CURVE 5/2-2ALc = 722.59'
V = 40 MPH
CURVE SET-1
PO
S
ST
A 93
+91.5
3
TO
TU
RN
BA
CK
TR
AC
K
CLE
AR
AN
CE
POIN
T
NOTES:
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 1.
E
E
E
E
-0.0
0
0.0
0
-0.0
1
0.0
5
-1.0
8
-1.9
9
-2.0
7
Lc = 1280.37'
V = 40 MPH
CURVE SET-2
AP
F
ST
A 91
+04.0
5
LLT
ST
A 90
+71.8
4
PIT
O
ST
A 91
+51.5
5
JR = 611.842
RUNOFF = 0.250"/31'
Ls = 62.00'
SPIRAL 2-2
JR = 1.780
RUNOFF = 0.500"/31'
Ls = 93.00'
SPIRAL 2-1
JR = 2.596
RUNOFF = 0.364"/31'
Ls = ±213'
SPIRAL 1-2
SW 0
SW 1ASW 1B
l l
PROP TOR
LH NO. 10 TURNOUT LH NO. 10 CROSSOVER
0
10
20
30
40
50
0
10
20
30
40
50
88+0089+0090+0091+0092+0093+0094+0095+0096+00
E E
LE
V=
24.1
9
L
PVI STA 89+00.00
ELEV=24.42
LVC=100.00'
e=-0.01'
r=-0.11
E P
VT
ST
A 89
+50.0
0
E
LE
V=
24.5
9
E
E
LE
V=
24.6
9
E
E
LE
V=
24.7
9
E
E
LE
V=
25.0
2
E
E
LE
V=
25.3
0
E
ELE
V=
25.4
0E
E
LE
V=
25.4
9
E
E
LE
V=
25.6
0
E
E
LE
V=
25.8
8
E
P
VC
ST
A 93
+25.0
0
E
LE
V=
25.9
0
L
PVI STA 94+00.00
ELEV=26.17
LVC=150.00'
e=0.08'
r=0.28
E P
VT
ST
A 94
+75.0
0
E
LE
V=
26.7
4
0.461%
0.350%
0.764%
P
VC
ST
A 88
+50.0
0
M
AT
CH
EXIS
TIN
G
P
S 1
B
ST
A 89
+77.0
1
T
RA
CK 6
PIT
O 1
B
ST
A 90
+06.9
1
T
RA
CK 6
LLT 1
A
ST
A 90
+71.8
4
PIT
O 1
A
ST
A 91
+51.5
5
P
S 1
A
ST
A 91
+81.4
4
P
S
TB
ST
A 92
+07.6
1
PIT
O
TB
ST
A 92
+37.5
1
LLT
TB
ST
A 93
+17.2
1
23.94
24.19
24.42
24.58
24.65
24.73
24.79
24.93
25.11
25.32
25.56
25.85
26.16
26.53
26.92
27.29
23.9
5
24.1
9
24.4
0
24.5
9
24.7
7
24.9
4
25.1
2
25.2
9
25.4
7
25.6
4
25.8
2
26.0
0
26.2
4
26.5
6
26.9
3
27.3
1
EXI
ST
TO
R
PR
OP
TO
R
EXIST TOR
EXIST GROUND
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
T-129
44
BDH
SJS
AS NOTED
TR
AC
K
9
NONE
5883431-s-rr-pln129
IMP
RO
VE
ME
NT
24
PL
AN & P
RO
FIL
E - T
RA
CK 2/5 (9 O
F 1
0)
MA
TC
H
LIN
E -
SE
E
DW
G
T-
128
MA
TC
H
LIN
E -
SE
E
DW
G
T-
130
N
TO 30TH STREETTO MEDIA/ELWYN TRACK 2/5 - PLAN
TRACK 2/5 - PROFILE30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'
10
T
T
T
T
20
20
20
20
20
30
30
CONCRETE WALL WITH 4' CHAIN LINK FENCE
FOOTER
CONCRETE
FOOTER
CONCRETE
FOOTER
CONCRETE
FOOTER
CONCRETE
NO FOUNDATION
BLO
CK BLD
EDGE OF CANOPY
UNIVERSITY CITY STATION
EDGE OF CANOPY
TRACK 6
TRACK 5
TRACK 2 (AMTRAK)
TRACK 3 (AMTRAK)
CSX HIGH LINE
CONCOURSESTATION
VAULT
E
E
E
E
E
E
E
80+00
81+00
82+00
83+00
84+0085+00
86+00
87+00
Ls=235
L=307.33'
E
Ls=213
TC 42.1'
TC 39.4'
TC 37.2'
TC 36.7'
TC 36.2'
TC 33.3'TC 28.5'
TC 23.3'
Lc = 722.59'
V = 40 MPH
CURVE SET-1
NOTES:
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN
2.TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS
THIS SHEET.1.EXISTING ALIGNMENT SHOWN FOR REFERENCE ONLY; NO PROPOSED WORK
EE
TS
ST
A 82
+17.3
3
SC
ST
A 84
+52.4
3
CS
ST
A 87
+26.5
3
EE
JR = 2.596
RUNOFF = 0.364"/31'
Ls = ±213'
SPIRAL 1-2
JR = 2.853
RUNOFF = 0.329"/31'
Ls = ±235'
SPIRAL 1-1
Eu = 2.059"
Ea = 2.500"
Lc = 274.10'
R = ±1407.77'
CURVE 5/2-1
PROP TOR
0
10
20
30
40
50
0
10
20
30
40
50
80+0081+0082+0083+0084+0085+0086+0087+0088+00
0.461%
P
OT
ST
A 85
+50.0
0
E
LE
V=
22.8
0
E
17.30
17.80
18.27
18.72
19.20
19.68
20.20
20.76
21.42
22.02
22.50
22.80
23.03
23.25
23.46
23.68
22.8
0
23.0
3
23.2
6
23.4
9
23.7
2
EXI
ST
TO
R
PR
OP
TO
R
1.70
UNIVERSITY CITY STATION
STATION PLATFORM
CANOPY
EXIST TOR
EXIST GROUND
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
T-130
44
BDH
SJS
AS NOTED
TR
AC
K
NONE
5883431-s-rr-pln130
IMP
RO
VE
ME
NT
25
PL
AN & P
RO
FIL
E - T
RA
CK 2/5 (10 O
F 1
0)
MA
TC
H
LIN
E -
SE
E
DW
G
T-
129
TO 30TH STREETTO MEDIA/ELWYN
N
TRACK 2/5 - PROFILE30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'
10 10
TRACK 2/5 - PLAN
30
40
40
40
40
50
CONCRETE WALL
GATE
6' CHAIN LINK FENCE
6' CHAIN LINK FENCE
UNK. STRUCTURE
CABINET
TRACK 5
TRACK 2
TRACK 1
TRACK 5
TRACK 2
TRACK 1
TRACK 2 (AMTRAK)
TRACK 3 (AMTRAK)
CSX
CSX
TRACK 2 (AMTRAK)
TRACK 3 (AMTRAK)
CSX
CSX
TRACK 4
HOME SIGNAL
EXISITNG NB
EE
E
EE
E
E
E
E
E
E
E
E
E
E
E
119+00
120+00121+00122+00
123+00
EE
Ls=201
Eu = 1.560"
Ea = 2.250"
V = 45 MPH
Lc = 480.28'
R = 2131.91'
CURVE 4-2
118+00
JR = 2.863
RUNOFF = 0.347"/31'
Ls = ±201
SPIRAL 2-1
EE
Lc = 681.41'
V = 45 MPH
CURVE SET-2
NOTES:
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 2.
WORK THIS SHEET.EXISTING ALIGNMENT SHOWN FOR REFERENCE ONLY; NO PROPOSED 1.
SC
ST
A 118
+69.7
2
PO
C
ST
A 123
+50.0
0
TC 12.4'
TC 18.0'
TC 16.2'
TC 14.3'
TC 12.3'
TC 12.4'TC 13.0'
7.7
4'
30
40
50
60
70
8080
30
40
50
60
70
8080
118+00119+00120+00121+00122+00123+00124+00125+00126+00126+50
E E
LE
V=
41.9
6
-0.423%
42.20
42.13
42.00
41.84
41.61
41.41
41.18
40.90
40.54
40.16
39.71
42.2
2
42.1
7
42.0
4
41.8
3
41.6
2
P
OT
ST
A 120
+25.0
0
E
LE
V=
41.5
2
E
P
VT
ST
A 119
+20.0
0
M
AT
CH
EXIS
TIN
G
PROP TOR
EXI
ST
TO
R
PR
OP
TO
R
NB HOME SIGNAL
EXIST TOR
EXIST GROUND
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
T-145
44
BDH
SJS
AS NOTED
TR
AC
K
1 2
NONE
5883431-s-rr-pln145
IMP
RO
VE
ME
NT
26
PL
AN & P
RO
FIL
E - T
RA
CK 4 (1 O
F 2)
MA
TC
H
LIN
E -
SE
E
DW
G
T-
146
TO 30TH STREETTRACK 4 - PLAN
TRACK 4 - PROFILE
N
TO "PHIL"
30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'
40
40
CONCRETE WALL
WITH BARBED WIRE
9' CHAIN LINK FENCE
6' CHAIN LINK FENCE
UNK. STRUCTUREUNK. STRUCTURE
CABINET
CABINET
CABINETCABINETCABINETCABINET
HSEINST
INST HSE
TRACK 5
TRACK 4
TRACK 2
TRACK 1
CSX
CSX
TRACK 3 (AMTRAK)
TRACK 2 (AMTRAK)
INLET
BALLAST-SCREEN
L
EE
E
E
EE
E
E
E
EE
EE
E
EE
E
E
EE
EEEEEEEE
E
EE
110+00
111+00112+00113+00114+00
115+00
116+00
117+00
PS
ST
A 109
+53.9
5
AP
F
ST
A 110
+09.9
5
TS
ST
A 111
+75.7
1
SC
ST
A 114
+23.7
1
CS
ST
A 114
+60.0
0
ST
ST
A 116
+14.4
9
L=54.10'
EE
E
E
Ls=248
Ls=155
EE
EE
Ls=201
TC 21.1'
TC 16.3'TC 16.2'
TC 13.0'
TC 13.7'
TC 15.4'
BK 116
+15.0
0A
HD 116
+14.4
9
JR = 2.863
RUNOFF = 0.347"/31'
Ls = ±201'
SPIRAL 2-1
MA
TC
H
EXIS
TIN
G
JR = 1.307
RUNOFF = 0.300"/31'
Ls = 155.00'
SPIRAL 1-2
Eu = 2.634"
Ea = 1.500"
V = 45 MPH
Lc = 36.29'
R = 1964.64'
CURVE 4-1
JR = 1.333
RUNOFF = 0.000"/31'
Ls = 248.00'
SPIRAL 1-1
E
Ea
= 1.5
"
SEE SHEET T-501
E
Lc = 439.29'
V = 45 MPH
CURVE SET-1
Ea
= 0"
Lc = 681.41'
V = 45 MPH
CURVE SET-2
PO
S
ST
A 112
+84.6
6
PO
S
ST
A 111
+96.6
9
TO
TR
AC
K 2
CLE
AR
AN
CE
POIN
T
-0.0
2
-0.0
4
-0.0
0
0.2
4
0.5
8
0.2
2
-0.1
5
-0.0
1
NOTES:
SAME PLANE.REQUIRED TO BRING THROUGH AND DIVERGING TRACKS INTO THE REPRESENT THE GRADES AND ELEVATIONS ALONG THE LOW-RAIL PROFILES THROUGH CURVED AND SUPERELEVATED TURNOUTS 4.
SET DIVERGING SIDE OF TURNOUT 7 OFF OF TRACK 2.3.
SET CROSSOVER PANEL SUPERELEVATION OFF OF TRACK 1.2.
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 1.
TS
ST
A 116
+68.5
9
TC 18.0'
TC 19.6'
117+00
STANDARD GEOM TURNOUT 7 LH NO. 20
SW
HE
EL
ST
A 109
+92.9
6
PIT
O
ST
A 110
+14.9
9
8.5
6'
SW 5A
SW 5B
SW 7
SW 3
LLT
ST
A 111
+76.4
3
8.8
1'
8.6
9'
8.3'
8.4
7'
LL
L
30
40
50
60
70
8080
30
40
50
60
70
8080
109+50110+00111+00112+00113+00114+00115+00116+00116+14117+00118+00
E
E
LE
V=
38.5
1
L
PVI STA 111+32.42
ELEV=38.66
E
E
LE
V=
38.9
1
E P
VC
ST
A 112
+00.0
0
E
LE
V=
39.0
4
L
PVI STA 112+50.00
ELEV=39.32
LVC=100.00'
e=0.01'
r=0.11
E P
VT
ST
A 113
+00.0
0
E
LE
V=
39.6
6
E P
VC
ST
A 114
+00.0
0
E
LE
V=
40.3
4
L
PVI STA 114+50.00
ELEV=40.68
LVC=100.00'
e=-0.01'
r=-0.08
E P
VT
ST
A 115
+00.0
0
E
LE
V=
40.9
8
E P
VC
ST
A 116
+20.0
0
E
LE
V=
41.7
0
L
PVI STA 117+70.00
ELEV=42.59
LVC=300.00'
e=-0.38'
r=-0.34
0.628%
0.569%
0.680%
0.596%
E
E
LE
V=
38.4
5
P
OT
ST
A 110
+98.9
1
37.93
38.26
38.55
38.92
39.16
39.45
39.74
40.09
40.39
40.69
40.98
41.24
41.52
41.59
41.76
41.98
42.15
38.4
5
38.7
6
39.0
4
39.3
4
39.6
6
40.0
0
40.3
4
40.6
7
40.9
8
41.2
8
41.5
8
41.6
7
41.8
6
42.0
7
42.1
9
PROP TOR
EXI
ST
TO
R
PR
OP
TO
R
AP
F 7
ST
A 111
+09.9
5
LLT 7
ST
A 111
+76.4
3
E
P
S 7
ST
A 109
+53.9
5
E
LE
V=
37.5
4
E
BY TRACK 2 PROFILE AND CROSSLEVEL
NON-LINEAR PROFILE CONTROLLED
STANDARD LH NO. 20 TURNOUT
38.1
3
37.8
2
EXIST TOR
EXIST GROUND
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
T-146
44
BDH
SJS
AS NOTED
TR
AC
K
2 2
NONE
5883431-s-rr-pln146
IMP
RO
VE
ME
NT
27
PL
AN & P
RO
FIL
E - T
RA
CK 4 (2 O
F 2)
MA
TC
H
LIN
E -
SE
E
DW
G
T-
145
TO 30TH STREETTRACK 4 - PLAN
TRACK 4 - PROFILE
N
TO "PHIL"
30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'
30
40
40
40
40
40
40
40
40
40
40
50
5050
50
50
50
50
54
54
54
54
6060
HEADWALL
8' CHAIN LINK FENCE
8' CHAIN LINK FENCE
8' CHAIN
LINK FENCE
CONCRETE WALL WITH
PIPE INLET
DITCH8' CHAIN LINK FENCE
MITERED
END SECTIO
N
6' CHAIN
LINK
FENCE
PIPE INLET
PIPE INLET
UNK. STRUCTURE
UNK. STRUCTURE
PILLAR
PILLAR
INST HSE
CABINET
CABINET
TRACK 1
TRACK 2
TRACK 2 (A
MTRAK)TRACK 3 (A
MTRAK)
TRACK 4 (A
MTRAK)TRACK 5 (A
MTRAK)
CSX
CSX
SE
WE
R
E
E
E
E
E
E
E
127+00
128+00
EE
EU = -0.521"
Ea = 4.000"
Lc = 619.43'
R = 2334.28'
CURVE 5-1C
NOTES:
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 2.
WORK THIS SHEET.EXISTING ALIGNMENT SHOWN FOR REFERENCE ONLY; NO PROPOSED 1.
PO
C
ST
A 128
+50.0
0
Lc = 1067.09'
V = 45 MPH
CURVE SET - 1
TC 59.4'
TC 67.7'
TC 46.1'
SW 1B
SW 1A
PROP TOR
30
40
50
60
70
8080
30
40
50
60
70
8080
126+50127+00128+00129+00130+00131+00132+00133+00134+00135+00
L
PVI STA 126+50.00
ELEV=37.60
LVC=100.00'
e=0.05'
r=0.41
E E
LE
V=
37.4
2
-0.363%
37.61
37.42
37.23
37.06
37.6
5
37.4
2
37.2
4
37.0
6
P
OT
ST
A 128
+25.0
0
E
LE
V=
36.9
7
E
EXI
ST
TO
R
PR
OP
TO
R
M
AT
CH
EXIS
TIN
G
P
VT
ST
A 127
+00.0
0
EXIST TOR
EXIST GROUND
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
T-154
44
BDH
SJS
AS NOTED
TR
AC
K
1 3
NONE
5883431-s-rr-pln155
IMP
RO
VE
ME
NT
28
PL
AN & P
RO
FIL
E - T
RA
CK 5 (1 O
F 3)
MA
TC
H
LIN
E -
SE
E
DW
G
T-
155
TO 30TH STREETTRACK 5 - PLAN
TRACK 5 - PROFILE
N
TO "PHIL"
30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'
30
40
40
40
40
50
CONCRETE WALL
GATE
6' CHAIN LINK FENCE
6' CHAIN LINK FENCE
UNK. STRUCTURE
CABINET
TRACK 5
TRACK 2
TRACK 1
TRACK 5
TRACK 2
TRACK 1
TRACK 2 (AMTRAK)
TRACK 3 (AMTRAK)
CSX
CSX
TRACK 2 (AMTRAK)
TRACK 3 (AMTRAK)
CSX
CSX
TRACK 4
HOME SIGNAL
EXISITNG NB
E
EE
E
EE
E
E
E
EE
E
E
E
E
E
119+00
120+00121+00
122+00
123+00
124+00
125+00
126+00
PC
ST
A 117
+82.9
1
CS
ST
A 118
+74.5
8
SC
ST
A 119
+98.5
8
CS
ST
A 121
+68.5
7
SC
ST
A 122
+30.5
7
Ls=124
E
EE
E
E
E
EE
E
E
Ls=62
TC 10.0'
TC 12.4'
TC 14.1'
TC 16.3'TC 18.7'
TC 21.7'
TC 25.5'
TC 30.7'
TC 18.0'
TC 16.2'
TC 14.4'TC 13.1'
TC 12.4'
TC 12.3'
BK 125
+50.0
0A
HD 125
+50.0
0M
ATC
H
EXIS
TIN
G
Eu = 0.261"
Ea = 3.000"
Lc = 169.99'
R = 2490.69'
CURVE 5-1B
Eu = 1.857"
Ea = 2.000"
Lc = 91.67'
R = 2106.02'
CURVE 5-1A
TRACK 2
TRACK 1
EU = -0.521"
Ea = 4.000"
Lc = 619.43'
R = 2334.28'
CURVE 5-1C
JR = 1.727
RUNOFF = 0.250"/31'
Ls = 124.00'
SPIRAL 1-1JR = 1.763
RUNOFF = 0.500"/31"
Ls = 62.00'
SPIRAL 1-2
PO
S
ST
A 118
+91.6
0
TO
TR
AC
K 2
CLE
AR
AN
CE
POIN
T
-0.4
50.2
0
0.4
10.4
9
0.5
0
0.4
0
0.1
9
0.0
3
NOTES:
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 1.Lc = 1067.09'
V = 45 MPH
CURVE SET - 1
118+00
7.6
1'
TC 37.2' 8
.82'
9.3
4'
7.8
1'
PROP TOR
30
40
50
60
70
8080
30
40
50
60
70
8080
118+00119+00120+00121+00122+00123+00124+00125+00125+50126+00126+50
E
P
VC
ST
A 118
+00.0
0
E
LE
V=
42.1
5
L
PVI STA 119+00.00
ELEV=42.25
LVC=200.00'
e=-0.14'
r=-0.27
E P
VT
ST
A 120
+00.0
0
E
LE
V=
41.8
0
E P
VC
ST
A 121
+50.0
0
E
LE
V=
41.1
3
L
PVI STA 122+00.00
ELEV=40.90
LVC=100.00'
e=-0.03'
r=-0.25
E P
VT
ST
A 122
+50.0
0
E
LE
V=
40.5
5
E P
VC
ST
A 124
+00.0
0
E
LE
V=
39.5
0
L
PVI STA 124+50.00
ELEV=39.15
LVC=100.00'
e=-0.01'
r=-0.07
E P
VT
ST
A 125
+00.0
0
E
LE
V=
38.7
6
E P
VC
ST
A 126
+00.0
0
E
LE
V=
37.9
9
L
PVI STA 126+50.00
ELEV=37.60
LVC=100.00'
e=0.05'
r=0.41
-0.451%
-0.700%
-0.773%
42.16
42.00
41.91
41.80
41.69
41.53
41.29
41.01
40.77
40.52
40.18
39.84
39.49
39.09
38.68
38.25
38.25
37.87
42.1
5
42.1
7
42.1
2
41.9
9
41.8
0
41.5
8
41.3
5
41.1
3
40.8
7
40.5
5
40.2
0
39.8
5
39.5
0
39.1
4
38.7
6
38.3
838.3
8
37.9
9
EXI
ST
TO
R
PR
OP
TO
R
NB HOME SIGNAL
EXIST GROUNDEXIST TOR
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
T-155
44
BDH
SJS
AS NOTED
TR
AC
K
2 3
NONE
5883431-s-rr-pln155
IMP
RO
VE
ME
NT
29
PL
AN & P
RO
FIL
E - T
RA
CK 5 (2 O
F 3)
TRACK 5 - PLAN TO 30TH STREET
MA
TC
H
LIN
E -
SE
E
DW
G
T-
156
MA
TC
H
LIN
E -
SE
E
DW
G
T-
154
N
TO "PHIL"
TRACK 5 - PROFILE30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'
40
40
CONCRETE WALL
WITH BARBED WIRE
9' CHAIN LINK FENCE
6' CHAIN LINK FENCE
UNK. STRUCTUREUNK. STRUCTURE
CABINET
CABINET
CABINETCABINETCABINETCABINET
HSEINST
INST HSE
TRACK 5
TRACK 4
TRACK 2
TRACK 1
CSX
CSX
TRACK 3 (AMTRAK)
TRACK 2 (AMTRAK)
INLET
BALLAST-SCREEN
EE
E
E
EE
E
EE
E
l
EE
E
E
E
EE
E
E
EE
EEEEEEEE
E
EE
116+00
117+00
PC
ST
A 117
+82.9
1
EE
E
EL=118.56'
EE
E
E
TC 16.2'
TC 18.6'
TC 22.4'
TC 19.8'
TC 21.1'
TC 19.7'
Ea = 2.357"
V = 45 MPH
Lc = 102.17'
R = 2106.02"
CURVE 5-T03
LLT
ST
A 117
+49.9
3
Ea
=1.5
"S
TA 116
+98.1
6
Ea
=1.5
"AP
F
ST
A 116
+78.3
2
Ea
=1.5
"P
T
ST
A 116
+64.3
5
Ea
=1.5
"P
CC
ST
A 115
+62.1
8
Ea
=1.5
"P
S
ST
A 115
+22.3
6
SEE T-503 FOR TRACKWORK GEOMETRY
Ea
= 2.0
"
Ea
= 2.3
0"
FOLLOWS TRACK 2Ea TRANSITION
SWITCH GEOMETRYSTANDARD 39' CURVED
-3.9
4
-4.2
6
-3.0
5
NOTES:
SET DIVERGING SIDE OF TURNOUT 3 OFF OF TRACK 2.2.
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 1.
118+00
l
SW 3SW 5A
SW 5B
SW 7
30
40
50
60
70
8080
30
40
50
60
70
8080
109+50110+00111+00112+00113+00114+00115+00116+00117+00118+00
E
E
LE
V=
41.9
6
L
PVI STA 117+07.03
ELEV=42.06
E
E
LE
V=
42.1
0
E
P
VC
ST
A 118
+00.0
0
E
LE
V=
42.1
5
0.344%
0.099% P
OT
ST
A 116
+67.2
8
E
LE
V=
41.9
3
E
41.29
41.54
41.78
41.99
42.17
42.0
4
42.1
0
EXI
ST
TO
R
PR
OP
TO
R
LLT 3
ST
A 117
+49.9
3
P
S 3
ST
A 115
+22.3
6
E
LE
V=
41.3
5
AP
F 3
ST
A 116
+78.4
0
E
BY TRACK 2 PROFILE AND CROSSLEVEL
NON-LINEAR PROFILE CONTROLLED
SPECIAL LH NO. 20 TURNOUT
41.8
7
41.6
8
41.4
7
EXIST GROUND
EXIST TOR
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
T-156
44
BDH
SJS
AS NOTED
TR
AC
K
3 3
NONE
5883431-s-rr-pln156
IMP
RO
VE
ME
NT
30
PL
AN & P
RO
FIL
E - T
RA
CK 5 (3 O
F 3)
TRACK 5 - PLAN TO 30TH STREET
MA
TC
H
LIN
E -
SE
E
DW
G
T-
155
N
TO "PHIL"
TRACK 5 - PROFILE30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'
T
T
30
30
30
30
30 30
3030
3030
30
30
8' CHAIN LINK FENCE
CONCRETE WALL WITH 8' CHAIN LINK FENCE
BUILDING
BUILDING FOOTERCONCRETE
CHANGE FROM 8' TO 4' FENCE
CABINET
HEALTH SCIENCES DR
TRACK 2
TRACK 1
TB TRACK
TRACK 2 (AMTRAK)
TRACK 3 (AMTRAK)
CSX
HOME SIGNAL
EXISITNG SB
E E
E
E
E
E
97+00
98+0099+00
PC
C
ST
A 96
+23.8
7
E E
E
E
E
E
97+00
98+0099+00
PC
C
ST
A 96
+23.8
7
E E
E
E
E
E
97+00
98+0099+00
PC
C
ST
A 96
+23.8
7
E
E
TC 13.0'
TC 12.9'
TC 12.8'TC 12.8'
97+00
98+0099+00
PO
T
ST
A 99
+66.2
0
Eu = -
1.608"
Ea = 2
.000"
Lc = 2
05.93'
R = 22
99.93'
CURVE TB-1B
Eu = -1.677"
Ea = 2.000"
Lc = 342.34'
R = 2793.17'
CURVE TB-1C
NOTES:
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 1.
Lc = 647.63
V = 15 MPH
CURVE SET-1
TC 15.4'
TC 15.1'
TC 15.9'
TC 16.1'
TO SEPTA No. 2 EFFECTIVE CLEARANCE MIN 12.75'
CLEARANCE TO AMTRAKMIN 14' EFFECTIVE
PROP TOR
20
30
40
50
60
7070
20
30
40
50
60
7070
96+0097+0098+0099+00100+00101+00102+00103+00104+00
0.759%
P
OE
ST
A 99
+66.2
0
E
LE
V=
30.4
7
E
25.88
26.21
26.60
26.92
27.23
27.67
27.93
28.45
27.6
9
28.0
7
28.4
5
28.8
3
29.2
1
29.5
8
29.9
6
30.3
4
EXI
ST
TO
R
PR
OP
TO
R
NB HOME SIGNAL
EXIST GROUND
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
T-168
44
BDH
SJS
AS NOTED
TR
AC
K
1 2
NONE
5883431-s-rr-pln168
IMP
RO
VE
ME
NT
31
PL
AN & P
RO
FIL
E - T
B T
RA
CK (1 O
F 2)
TO 30TH STREET
MA
TC
H
LIN
E -
SE
E
DW
G
T-
169
TB TRACK - PLAN
TB TRACK - PROFILE
N
30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'
TO "ARSENAL"
20
20
20
20
CONCRETE WALL WITH 4' CHAIN LINK FENCE
CABINET
CABINET
TRACK 5
TRACK 6
TRACK 2 (AMTRAK)
TRACK 3 (AMTRAK)
TB TRACK
CSX HIGH L
INE
ElE
E
EEE
E
E
ll
E
E
93+0094+00
95+00
96+00
PC
ST
A 93
+18.5
7
PC
C
ST
A 94
+17.9
4
PC
C
ST
A 96
+23.8
7
ElE
E
EEE
E
E
ll
E
E
93+0094+00
95+00
96+00
PC
ST
A 93
+18.5
7
PC
C
ST
A 94
+17.9
4
PC
C
ST
A 96
+23.8
7
ElE
E
EEE
E
E
ll
E
E
93+0094+00
95+00
96+00
PC
C
ST
A 94
+17.9
4
PC
C
ST
A 96
+23.8
7
E
E
TC 12.6'
TC 12.9'
TC 13.1'
94+0095+00
96+00
LLT
ST
A 93
+17.6
1
PS/
PO
B
ST
A 92
+07.6
1
AP
F
ST
A 92
+85.0
1
PO
C
ST
A 94
+42.5
7
PIT
O
ST
A 92
+37.5
1
Ea
= 2"
Ea
= 0"
Eu = -1.608"
Ea = 2.000"
Lc = 205.93'
R = 2299.93'
CURVE TB-1B
= 1.103"MAX
Eu
Ea = VARIES
Lc = 99.36'
R = 819.02'
CURVE TB-1A
PO
C
ST
A 93
+91.9
0
TO
TR
AC
K 5
CLE
AR
AN
CE
POIN
T
NOTES:
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 1.
Lc = 647.63'
V = 15 MPH
CURVE SET-1
SW 0
SW 1ASW 1BLH NO. 10
LH NO. 10
LH NO. 10
l l l l
l
TC 16.1'
TC 16.4'TC 17.6'
TC 25.7' TC 32.3'
PROP TOR
10
20
30
40
50
6060
10
20
30
40
50
6060
88+0089+0090+0091+0092+0093+0094+0095+0096+00
E
E
LE
V=
25.6
0
E
E
LE
V=
25.8
8
E
P
VC
ST
A 93
+25.0
0
E
LE
V=
25.9
1
L
PVI STA 94+00.00
ELEV=26.17
LVC=150.00'
e=0.08'
r=0.27
E P
VT
ST
A 94
+75.0
0
E
LE
V=
26.7
4
0.351%
0.759%
E
LE
V=
25.4
9
E
P
S
TB
ST
A 92
+07.6
1
PIT
O
TB
ST
A 92
+37.5
1
LLT
TB
ST
A 93
+17.6
1
LH NO. 10 TURNOUT
24.61
24.21
24.33
24.54
24.81
25.04
25.35
25.6
4
25.8
2
26.0
0
26.2
5
26.5
6
26.9
3
27.3
1
EXI
ST
TO
R
PR
OP
TO
R
EXIST GROUND
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
T-169
44
BDH
SJS
AS NOTED
TR
AC
K
2 2
NONE
5883431-s-rr-pln169
IMP
RO
VE
ME
NT
32
PL
AN & P
RO
FIL
E - T
B T
RA
CK (2 O
F 2)
TO 30TH STREET
MA
TC
H
LIN
E -
SE
E
DW
G
T-
168
TB TRACK - PLAN
TB TRACK - PROFILE
N
30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'
TO "ARSENAL"
40
40
CONCRETE WALL
WITH BARBED WIRE
9' CHAIN LINK FENCE
6' CHAIN LINK FENCE
UNK. STRUCTUREUNK. STRUCTURE
CABINET
CABINET
CABINETCABINETCABINETCABINET
HSEINST
INST HSE
TRACK 5
TRACK 4
TRACK 2
TRACK 1
CSX
CSX
TRACK 3 (AMTRAK)
TRACK 2 (AMTRAK)
INLET
BALLAST-SCREEN
EE
E
EE
EE
EE
EE
E
E
EE
E
E
EE
E
EE
EE
EEEEEEEE
E
EE
EE
E
EE
EE
EE
EE
E
E
EE
E
E
112+00114+00
PC
C
ST
A 113
+82.5
5
Ls=62
EE
EEEEEEEE
E
EE
E
EE
EE
BK 112
+18.5
9
AH
D 112
+18.8
1
CS
ST
A 110
+80.5
4
SC
ST
A 111
+42.5
4
PT
ST
A 111
+82.7
2
LLT
ST
A 111
+95.9
4
LLT
ST
A 112
+56.9
7
113+00
AP
F
ST
A 111
+96.6
9
TC 4.9'
TC 14.9'TC 16.4'
TC 17.2'TC 16.4'
PS/
PT
ST
A 114
+22.3
7
AP
F
ST
A 112
+66.3
3
PS/
PC
ST
A 110
+40.7
2
PO
C
ST
A 111
+73.5
4
Ea
= 1.5
"
Ea
= 0"
SEE T-501 & T-502 FOR TRACKWORK GEOMETRY
Eu = 2.360"
Ea = 1.500"
V = 45 MPH
Lc = 27.25'
R = 2104.30'
CURVE XO-1
111+00
NOTES:
SAME PLANE.REQUIRED TO BRING THROUGH AND DIVERGING TRACKS INTO THE REPRESENT THE GRADES AND ELEVATIONS ALONG THE LOW-RAIL PROFILES THROUGH CURVED AND SUPERELEVATED TURNOUTS 3.
SET CROSSOVER PANEL SUPERELEVATION OFF OF TRACK 1.2.
SUPERELEVATION.WITHOUT ADJUSTMENT FOR CURVATURE OR DIFFERENCE IN TRACK CENTER DIMENSIONS (TC) SHOWN ARE ACTUAL TRACK CENTERS 1.
Ea = VARIES
V = 45 MPH
Ls = 62.00'
Lc = 40.18'
R = 2417.43'
CURVE XO-5B
Eu = -0.083"
Ea = 1.500"
V = 45 MPH
Lc = 100.44'
R = 5729.65'
CURVE XO-5A
SWITCH GEOMETRY
STANDARD 39' CURVED
TRANSITION 0"-1.5" CROSSLEVEL
SWITCH GEOMETRY
STANDARD 39' CURVED
PT
ST
A 112
+46.0
6
PC
ST
A 112
+81.9
3
FROGS
STANDARD NO. 20
SW 7
SW 5B
SW 5ASW 3
20
30
40
50
60
7070
20
30
40
50
60
7070
109+50110+00111+00112+00
112+19
114+00115+00116+00117+00118+00 113+00
E
E
LE
V=
39.4
4
E
E
LE
V=
39.4
5
L
PVI STA 112+13.81
ELEV=39.55
E
E
LE
V=
39.8
1
E
E
LE
V=
39.8
7
E
E
LE
V=
40.8
2
0.618%
0.606%
E
LE
V=
39.3
8
P
OT
ST
A 111
+85.6
5
E
AP
F 5
A
ST
A 112
+66.3
3
LLT 5
B
ST
A 112
+56.9
7
AP
F 5
B
ST
A 111
+96.6
9
LLT 5
A
ST
A 111
+95.9
4
P
S 5
A
ST
A 114
+22.3
7
40.46
40.70
40.97
41.31
41.57
41.87
42.11
42.37
39.4
7
39.5
8
40.0
7
40.3
8
40.6
8
EXI
ST
TO
R
PR
OP
TO
R
PROP TOR
P
S 5
B
ST
A 110
+40.7
2
E
LE
V=
38.4
1
E
SPECIAL NO. 20 CROSSOVER
BY TRACK 1 PROFILE AND CROSSLEVEL
NON-LINEAR PROFILE CONTROLLED
40.22
39.95
39.7
7
39.63
39.40
39.24
38.82
39.1
7
38.43
38.8
4
38.06
38.4
8
EXIST TOR
EXIST GROUND
SHEET NUMBER
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OF
OF
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CK'D
DA
TE
RE
VD
ES
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TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
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PHILADELPHIA, PA 19107
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1650 Arch Street
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PHIL
AD
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PHIA,
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RAIL
7/13/2015
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FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
T-176
44
BDH
SJS
AS NOTED
TR
AC
K
1 1
NONE
5883431-s-rr-pln155
IMP
RO
VE
ME
NT
33
PL
AN & P
RO
FIL
E - 5 C
RO
SS
OV
ER
TO 30TH STREET
N
5 CROSSOVER - PROFILE30030 15
HOR SCALE: 1"=30'
606 3
VERT SCALE: 1"=6'
TO MEDIA/ELWIN/"PHIL" 5 CROSSOVER - PLAN
T-301
44
BDH
SJS
AS NOTED
TR
AC
K
1 4
NONE
5883431-s-rr-pln301
IMP
RO
VE
ME
NT
34
KE
Y C
RO
SS S
EC
TIO
NS (1 O
F 4)
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
20
30
40
50
60
0 10 20 30 40 50 60-10-20-30-40-50-60-70-8020
30
40
50
60
20
30
40
50
60
0 10 20 30 40 50 60-10-20-30-40-50-60-70-8020
30
40
50
60
20
30
40
50
60
0 10 20 30 40 50 60-10-20-30-40-50-60-70-8020
30
40
50
60
79 XO
�
109+53 - 7 T/O PS
110+41 - 5B T/O PS
111+09 - 7 T/O PF
TRACK 3
�
TRACK 3
�
TRACK 3
�
TRACK 2
�TRACK 1
�
TRACK 2
�
TRACK 1
�
TRACK 4
� TRACK 2
�
TRACK 2
�
TRACK 1
�
TRACK 1
�
TRACK 4
�
TRACK 2
�
TRACK 4
�
TRACK 2
�
TRACK 1
�TRACK 1
�
5 XO
�
TRACK 4
�
T-302
44
BDH
SJS
AS NOTED
TR
AC
K
2 4
NONE
5883431-s-rr-pln302
IMP
RO
VE
ME
NT
35
KE
Y C
RO
SS S
EC
TIO
NS (2 O
F 4)
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
20
30
40
50
60
0 10 20 30 40 50 60-10-20-30-40-50-60-70-8020
30
40
50
60
20
30
40
50
60
0 10 20 30 40 50 60-10-20-30-40-50-60-70-8020
30
40
50
60
20
30
40
50
60
0 10 20 30 40 50 60-10-20-30-40-50-60-70-8020
30
40
50
60
79 XO
�
79 XO
�
79 XO
�
111+76 - 7 T/O LLT
111+97 - 5B T/O PF & 5A T/0 LLT
112+57 - 5B T/O LLT
TRACK 3
�
TRACK 3
�
TRACK 3
�
TRACK 4
�
TRACK 4
� TRACK 2
�
TRACK 2
�
TRACK 1
�
TRACK 1
�
5 XO
�
TRACK 4
�
TRACK 4
�
TRACK 2
�
TRACK 2
�
5 XO
�TRACK 1
�
TRACK 1
�
TRACK 4
�
TRACK 4
�
TRACK 2
�
TRACK 2
�
5 XO
� TRACK 1
�
TRACK 1
�
T-303
44
BDH
SJS
AS NOTED
TR
AC
K
3 4
NONE
5883431-s-rr-pln303
IMP
RO
VE
ME
NT
36
KE
Y C
RO
SS S
EC
TIO
NS (3 O
F 4)
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
20
30
40
50
60
0 10 20 30 40 50 60-10-20-30-40-50-60-70-8020
30
40
50
60
20
30
40
50
60
0 10 20 30 40 50 60-10-20-30-40-50-60-70-8020
30
40
50
60
20
30
40
50
60
0 10 20 30 40 50 60-10-20-30-40-50-60-70-8020
30
40
50
60
79 XO
�
112+66 - 5A T/O PF
114+23 - 5A T/O PS
115+23 - 3 T/O PS
TRACK 3
�
TRACK 3
�
TRACK 3
�
TRACK 4
�
TRACK 4
�
TRACK 1
�
TRACK 1
�
TRACK 2
�
TRACK 2
�
5 XO
�
TRACK 4
�
TRACK 4
�
TRACK 2
�
TRACK 2
�
TRACK 1
�
TRACK 1
�
TRACK 4
�
TRACK 4
�
TRACK 2
�
TRACK 2
�
TRACK 1
�
TRACK 1
�
T-304
44
BDH
SJS
AS NOTED
TR
AC
K
4 4
NONE
5883431-s-rr-pln304
IMP
RO
VE
ME
NT
37
KE
Y C
RO
SS S
EC
TIO
NS (4 O
F 4)
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
20
30
40
50
60
0 10 20 30 40 50 60-10-20-30-40-50-60-70-8020
30
40
50
60
20
30
40
50
60
0 10 20 30 40 50 60-10-20-30-40-50-60-70-8020
30
40
50
60
116+80 - 3 T/O PF
117+52 - 3 T/O LLT
TRACK 3
�
TRACK 3
�
TRACK 4
�
TRACK 4
�
TRACK 2
�
TRACK 2
�
TRACK 5
�
TRACK 5
�
TRACK 1
�
TRACK 1
�
TRACK 4
�
TRACK 4
�
TRACK 5
�
TRACK 5
�
TRACK 2
�
TRACK 2
�
TRACK 1
�
TRACK 1
�
T-501
44
BDH
SJS
AS NOTED
TR
AC
K
1
NONE
5883431-s-rr-dtl501
IMP
RO
VE
ME
NT
38
4
TR
AC
KW
OR
K D
ET
AIL
S (1 O
F 4) - 5
B T/O
MA
TC
H
LIN
E
B -
SE
E
T-
502
MA
TC
H
LIN
E
A -
SE
E
T-
502
SHEET NUMBER
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OF
OF
SHT. NO.:
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TRANSPORTATION
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SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
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1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
LIMIT OF 22' LONG TIMBERS
±61'
2.9309'
2'-11 3/16 "2.0625'
2'-0 3/4 "
9.8184'
9'-9 13/16 "
HEEL
19'-10"
TOE
11'-0 1/2 "
2.9309'
2'-11 3/16 "
.4309'
5 3/16 "
HEEL
19'-10"
TOE
11'-0 1/2 "
4.5625'
4'-6 3/4 "
STD NO. 20 RBM FROG
30'-10 1/2 "20.273
66'-6 1/8 " TO 1/2" PF
20.273
66'-6 1/8 " TO LLT
SWITCH TIES (TYP)
APPROX LIMITS OF
L
l
LE E
E
EE
E
E
E
E
E
PI
PI
PI
PIL
LLT
LLT
PT
1+251+501+752+002+25
SC
PT
PC
PC/
LLT
PC
PC
PC
PT
PT
SW 5
A
1/
2"
PF
SW 5
A
1/
2"
PF
SW 5
B
1/
2"
PF
LAYOUT BASELINE
TRACKWORK
NOTES:
ARSENAL TRACKWORK SINGLE-LINE LAYOUT - PART 1 OF 5SCALE: 1"=5'
Ec = 0.0441'
Tc = 13.62826'
Lc = 27.2536' (ARC)
R = 2104.2594'
PI CROSSOVER
Ec = 0.0835'
Tc = 20.09114'
Lc = 40.1785' (ARC)
R = 2417.3381'
PI CROSSOVER
Ec = 0.0153'
Tc = 16.67982'
Lc = 33.3594' (ARC)
R = 9113.2636'
PI
℄ TR
℄ TR℄ TR
Ec = 0.0964'
Tc = 20.13911'
Lc = 40.2732' (ARC)
R = 2104.2594'
PI DIVERGE (TRACK 2)
℄ TR
R 2104.2
6'
R 2104.2
6'
R 2106.1
1'
Ea
=1.1
79"
Ea
=1.2
53"
Ea
=1.3
26"
Ea
=1.4
00"
Ea
=1.4
74"
Ea
=1.5
00"
R 2417.3
4'
R 2417.3
4'R 2104.2
6'
R 2104.2
6'
R 5729.6
5'
R 9113.2
6'
R 9113.2
6'
Ea
=1.1
29"
Ea
=1.2
91"
Ea
=1.4
52"
Ea
=1.5
00"
R 2951.0
0'
LE
FT
STD NO. 20 RBM FROG
30'-10 1/2 "
18.9394'
18'-11 1/4 "
HEEL
19'-10"
TOE
11'-0 1/2 "
2.931'
2'-11 3/16 "
℄ CROSSOVER
SHOWN - INTERMEDIATE DIMENSIONS SHOWN FOR REFERENCE ONLY.
FABRICATE TRACKWORK TO STATION AND OFFSET DIMENSIONS 8.
LACE TIES BETWEEN TURNOUTS 3 AND 5A AS REQUIRED.7.
SURVEY OF EXISTING LLT LOCATION.
LLT LOCATIONS FOR TURNOUT 3 AND CROSSING PANEL BASED ON 6.
BEGINNING OF TRANSITION.
TRANSITIONS AT 10' INTERVALS ALONG CENTERLINE, STARTING AT
INSTANTANEOUS SUPERELEVATION AND RADIUS SHOWN THROUGH 5.
SUPERELEVATION)
SWITCH PANELS FOR SWITCH 3 AND 5B TO BE INSTALLED LEVEL (NO 4.
OFF OF TRACK 1.
SET 5B DIVERGING ROUTE AND CROSSING PANEL SUPERELEVATION 3.
STANDARD.
FROG LEG LENGTHS AND STOCK-RAIL LENGTHS PER SEPTA 2.
PLANS EXCEPT WHERE NOTED.
SWITCH AND FROG GEOMETRY PER AREMA AND SEPTA STANDARD 1.
LH SPECIAL NO.20
TURNOUT 5B
RH SPECIAL NO.20
TURNOUT 5ARH SPECIAL NO.20
TURNOUT 5A
SUPERELEVATE AS SHOWN
STD GEO LH NO. 20 TURNOUT
SUPERELEVATE AS SHOWN
TURNOUT 7 STD GEO LH NO. 20 TURNOUT
SUPERELEVATE AS SHOWN
TURNOUT 7 STD GEO LH NO. 20 TURNOUT
T-502
44
BDH
SJS
AS NOTED
TR
AC
K
2 4
NONE
5883431-s-rr-pln502
IMP
RO
VE
ME
NT
39
TR
AC
KW
OR
K D
ET
AIL
S (2 O
F 4) - 5
A T/O
MA
TC
H
LIN
E
B -
SE
E
T-
501
MA
TC
H
LIN
E
A -
SE
E
T-
501
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
STD CRV SW
39'-0"
7.6924'
7'-8 5/16 "
TOE
11'-0 1/2 "
HEEL
19'-10"
20.273
66'-6 1/8 " TO 1/2" PF
20.273
66'-6 1/8 " TO LLT
AT HEEL OF SWITCH
Ea=0"
SWITCH TIES (TYP)
APPROX LIMITS OF
L lEE
E
L
SPI
1/
2"
PF
CS
SC
0+000+250+500+751+00
TS
SPI L
PIT
O
SW 7
PS
SW 5
B
LAYOUT BASELINE
TRACKWORK
Ls = 62.0000'
SPI
Ls = 62.0000'
SPI CROSSOVER
℄ TR℄ TR
℄ TR
℄ TR
Ea
=0.1
47"
Ea
=0.2
21"
Ea
=0.2
95"
Ea
=0.3
68"
Ea
=0.4
42"
Ea
=0.5
16"
Ea
=0.5
90"
Ea
=0.6
63"
Ea
=0.7
37"
Ea
=0.8
11"
Ea
=0.8
84"
Ea
=0.9
58"
Ea
=1.0
32"
Ea
=1.1
05"
R 2417.3
4'
R 3339'
R 3111'
R 2912'
R 2737'
R 2582'
R 2443'
Ea
=0.0
00"
Ea
=1.0
00"
R0'
R 56502'
R 28251'
R 18834'
R 14126'
R 11300'
Ea
=0.0
00"
Ea
=0.0
00"
Ea
=0.0
00"
Ea
=0.1
61"
Ea
=0.3
23"
Ea
=0.4
84"
Ea
=0.6
45"
Ea
=0.8
07"
Ea
=0.9
68"
R 3603.3
5'
LH SPECIAL NO.20
TURNOUT 5B
LH SPECIAL NO.20
TURNOUT 5B
SUPERELEVATE AS SHOWN
STD GEO LH NO. 20 TURNOUT
SUPERELEVATE AS SHOWN
TURNOUT 7 STD GEO LH NO. 20 TURNOUT
SUPERELEVATE AS SHOWN
TURNOUT 7 STD GEO LH NO. 20 TURNOUT
1.0008'
1'-0"
STD CRV SW
39'-0"
SWITCH TIES (TYP)
APPROX LIMITS OF
l
l
E
EE
E
L
PI
PI
2+502+753+003+253+503+753+85
PC
C
PT
PS
SW 5
A/
PC
LAYOUT BASELINE
TRACKWORK
NOTES:
SEE DRAWING T-501 FOR NOTES.1.ARSENAL TRACKWORK SINGLE-LINE LAYOUT - PART 3 OF 5
ARSENAL TRACKWORK SINGLE-LINE LAYOUT - PART 2 OF 5
SCALE: 1"=5'
SCALE: 1"=5'
Ec = 0.6198'
Tc = 51.10073'
Lc = 102.1718' (ARC)
R = 2106.1144'
PI DIVERGE
Ec = 0.2201'
Tc = 50.22004'
Lc = 100.4362' (ARC)
R = 5729.6507'
PI
℄ TR
R 5729.6
5'
R 3603.3
5'
R 2106.1
1'
R 2455.7
3'
LE
FT
℄ CROSSOVER
RH SPECIAL NO.20
TURNOUT 5ARH SPECIAL NO.20
TURNOUT 5A
MA
TC
H
LIN
E -
SE
E
BE
LO
W
MA
TC
H
LIN
E -
T-
502
MA
TC
H
LIN
E -
SE
E
TO
P
T-503
44
BDH
SJS
AS NOTED
TR
AC
K
3
NONE
5883431-s-rr-dtl503
IMP
RO
VE
ME
NT
40
4
TR
AC
KW
OR
K D
ET
AIL
S (3 O
F 4) - 3 T/O
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
50.22'
50'-2 5/8 "
50.22'
50'-2 5/8 "
1.0008'
1'-0"
STD CRV SW
39'-0"50.22'
50'-2 5/8 "
1.5
077'*
1'-
6 1/
16 "*
E EEE
E = 0.5091'
T = 50.00691'
Lc = 99.9931' (ARC)
R = 2455.7319'
L
L
PC
PC
C
PT
PS
SW 3
PI
PI
90.908'*
TO PS 90'-10 7/8 "*
Ec = 0.6198'
Tc = 51.10073'
Lc(ARC) = 102.1718'
R = 2106.1144'
PI DIVERGE
Ec = 0.2201'
Tc = 50.22004'
Lc = 100.4362' (ARC)
R = 5729.6507'
PI
R 3603.3
5'
R 2106.1
1'
R 5729.6
5'
Ea
=1.5
00"
Ea
=1.5
00"
R 2455.7
3'
LE
FT
SWITCH TIES (TYP)
APPROX LIMITS OF
LH SPECIAL N0.20
TURNOUT 3
TANGENT AT SWITCH
PROJECTION OF
FROM AND ALONG *
LH SPEICAL NO.20
TURNOUT 3
4.5625'
4'-6 3/4 "
TOE
11'-0 1/2 "
HEEL
19'-10"
1.5625'
1'-6 3/4 "
50.22'
50'-2 5/8 "
50.22'
50'-2 5/8 "
2.9309'
2'-11 3/16 "
TOE
11'-0 1/2 "
HEEL
19'-10"
71.6086'
71'-7 5/16 "
2.5
201'*
2'-
6 1/
4 "*
1.5
288'*
1'-
6 3/
8 "*
EE
E
LLT
1/
2"
PF
1/
2"
PF
LLT
ARSENAL TRACKWORK SINGLE-LINE LAYOUT - PART 4 OF 5SCALE: 1"=5'
SCALE: 1"=5'
ARSENAL TRACKWORK SINGLE-LINE LAYOUT - PART 5 OF 5
TS PT
PT
NOTES:
SEE DRAWING T-501 FOR NOTES.1.
Rc = 1528.1602'
Ls = 124.0000'
227.6496'*
TO PS 227'-7 13/16 "*
TANGENT AT SWITCH
PROJECTION OF
FROM AND ALONG * 177.4274'*
TO PS 177'-5 1/8 "*
SWITCH TANGENT
PROJECTION FROM
R 2106.1
1'
R 5729.6
5'
R0'
R 18949'
R 9475'
R 6316'
R 4737'
R 3790'
Ea
=1.5
00"
Ea
=1.5
00"
Ea
=1.5
00"
Ea
=1.6
63"
Ea
=1.8
26"
Ea
=1.9
89"
Ea
=2.1
52"
Ea
=2.3
15"
SWITCH TIES (TYP)
APPROX LIMITS OF
LH SPECIAL N0.20
TURNOUT 3LH SPEICAL NO.20
TURNOUT 3
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
COMPUTER FILE NO.:
T-504
44
BDH
SJS
AS NOTED
TR
AC
K
4
NONE
5883431-s-rr-dtl504
IMP
RO
VE
ME
NT
41
4
TR
AC
KW
OR
K D
ET
AIL
S (4 O
F 4) - 15 T/O & 1
3 T/O
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
1/2" PF
1/2" PF PS SW. NO. 15
PC
PC
PC
LLT
E
E
E
"WEST" TRACKWORK SINGLE-LINE LAYOUT - TRACK 6
NOTES:
LLT
SCALE: 1"=10'
1/2" PF
L LLLL
PS SW. NO. 13
LACE TIES ON 'MY' AND '4WY' TRACKS AS REQUIRED.6.
LOCATION.
LLT FOR TURNOUT 13 BASED ON SURVEY OF EXISTING LLT 5.
SHOULD BE INSTALLED LEVEL).
WITH THE 1/4" RISER OF THE SWITCH (THE SWITCH PANEL
DIVERGING SIDE. RUN OFF THE ELEVATION AT THE SWITCH PANEL
INSTALL TURNOUT 13 WITH 1/4" SUPERELEVATION ON THE 4.
INSTALL TURNOUT 15 LEVEL (NO SUPERELEVATION).3.
STANDARD.
FROG LEG LENGTHS AND STOCK-RAIL LENGTHS PER SEPTA 2.
NOTED.
TURNOUT GEOMETRY PER AREMA PLAN 920 EXCEPT WHERE 1.
℄ TRAC
SW. NO. 13 TIE '0'
SW. NO. 15 LLT
PS
SWITCH TIES
APPROX. LIMITS OF
PS TO LLT
95'-5 11/16 "
1'-3 1/2 "
CRV. SW.
19'-6"R 546.4384'
546.4384'R
962.6701'R
8'-3 5/8 "
11'-6 3/16 "
6'-6 7/8 " AT PS
13'-2 11/16 "
CRV. SW.
19'-6"
17'-10 3/16 "
LH NO. 10 W/ CURVED SWITCH
78'-11"
RH NO. 10 W/ CURVED SWITCH
78'-11"
ALONG BISECTOR
±69'-1 7/16 "℄ TR
℄ TR
T-701
44
BDH
SJS
AS NOTED
TR
AC
K
1 3
NONE
5883431-s-rr-pln702
IMP
RO
VE
ME
NT
42
TR
AC
K T
YPIC
AL S
EC
TIO
NS (1 O
F 3)
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
SCALE IN FEET
0 5 10
SCALE IN FEET
0 5 10
SCALE IN FEET
0 5 10
SCALE IN FEET
0 5 10
TYPICAL SECTION - UNIVERSITY CITY STATION
TYPICAL SECTION - CIVIC TRACK THROWS
TYPICAL SECTION - "CIVIC" INTERLOCKING
STA 79+00 - STA 80+50
STA 80+50 - STA 89+50
STA 89+50 - STA 93+00
STA 93+00 - STA 106+50
℄ NO.5 ℄ NO.6
℄ AMTRAK℄ AMTRAK
℄ AMTRAK℄ AMTRAK
℄ NO.6 ℄ NO.5
℄ NO.5
℄ NO.6
℄ NO.5 ℄ NO.6
℄ NO.6
℄ NO.6 ℄ NO.5
℄ NO.6 ℄ NO.5
14.5'
TYP
9.98'
MIN EFFECTIVE
PROPOSED NO. 10
1 CROSSOVER
14.45' - 41.15'
VARIES
12.43'
MIN EFFECTIVE
EXISTING FENCE
CANOPY
EXISTING STATION
EXISTING GROUND
STRUCTURE (TYP)
EXISTING OCS
EXISTING GROUND
STRUCTURE (TYP)
EXISTING OCS
EXISTING GROUND
STATION PLATFORM
UNIVERSITY CITY
EXISTING GROUND
STRUCTURE (TYP)
EXISTING OCS
(STA 93+00 - 99+65)
℄ TB
2:1
2:1
2:1
2:1
2:1
2:1
(TYP)
12"
(TYP)
12"
(TYP)
12"
BENEATH TIE
MIN 12" BALLAST
BENEATH TIE
MIN 12" BALLAST
BENEATH TIE
MIN 12" BALLAST
BENEATH TIE
MIN 12" BALLAST
MIN 6" SUBBALLAST DEPTH
DEPTH
MIN 6" SUBBALLAST
MIN 6" SUBBALLAST DEPTH MIN 6" SUBBALLAST DEPTH
PROPOSED DRAINAGE PIPE
6.60'
MAX
14'
MIN EFFECTIVE
0' - 12.12'
VARIES
12.64' - 15.63'
VARIES
7.19'
MIN EFF
2.07'
MAX
TYPICAL SECTION - TURNBACK TRACK/"ARSENAL" SBHS
1/4":1' SLOPE1/4":1' SLOPE
1/4":1' SLOPE1/4":1' SLOPE
1/4":1' SLOPE
MIN. 5.51'
VARIES
ALONG TOR PLANE
5.58' + 1"/Dc
UP TO 3"
REMOVE PLATFORM EDGE
0" TO 1.5"
Ea VARIES
T-702
44
BDH
SJS
AS NOTED
TR
AC
K
2 3
NONE
5883431-s-rr-pln703
IMP
RO
VE
ME
NT
43
TR
AC
K T
YPIC
AL S
EC
TIO
NS (2 O
F 3)
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
SCALE IN FEET
0 5 10
SCALE IN FEET
0 5 10
SCALE IN FEET
0 5 10
TYPICAL SECTION - UNIVERSITY AVE UGB
TYPICAL SECTION - "ARSENAL" CROSSOVER
TYPICAL SECTION - "ARSENAL" INTERLOCKING
STA 109+50 - STA 115+50
STA 118+50 - STA 121+00
℄ NO.1 ℄ NO.2
℄ AMTRAK
℄ AMTRAK℄ AMTRAK
℄ NO.2
℄ NO.2 ℄ NO.1
℄ NO.1 ℄ NO.4
℄ NO.4 ℄ NO.5
℄
℄ NO.1
℄ NO.1
℄ NO.1 ℄ NO.2
℄ NO.2
℄ NO.2
℄ NO.4
℄
℄ NO.4 ℄ NO.5
PROPOSED NO. 20
5 CROSSOVER
23.74'
MIN EFFECTIVE
12.01' - 12.50'
VARIES
10.74' - 15.85'
VARIES
12.40' - 16.44'
VARIES
STA 106+50 - STA 107+50
STRUCTURE (TYP)
EXISTING OCS
EXISTING GROUND
STRUCTURE (TYP)
EXISTING OCS
GROUND
EXISTING OCS
WALL
EXISTING MASONRY
TYPICAL SECTION - "ARSENAL" INTERLOCKING
STA 115+50 - STA 118+50
SCALE IN FEET
0 5 10
℄ AMTRAK℄ AMTRAK
℄ NO.4
℄ NO.4
℄ NO.5
℄ NO.2 ℄ NO.1
℄ NO.5
℄ NO.2 ℄ NO.1
12.33' - 16.93'
VARIES
21.02'
MIN EFFECTIVE
STRUCTURE (TYP)
EXISTING OCS
EXISTING GROUND
8.76'
MIN EFFECTIVE
7.54'
MIN EFF
7.09'
MIN
12.74' - 12.83'
VARIES
7.22'
MIN
7.01'
MIN EFF
10.44'
MIN EFFECTIVE
7.72'
MIN EFF
2:1
2:1
2:1
2:1
2:1
(TYP)
12"
(TYP)
12"
(TYP)
12"
(TYP)
12"
BENEATH TIE
MIN 12" BALLAST
BENEATH TIE
MIN 12" BALLAST
MIN 6" SUBBALLAST DEPTH
DEPTH
MIN 6" SUBBALLAST
PIPE
PROPOSED DRAINAGE
0' - 20.58'
VARIES
12.49' - 16.10'
VARIES
10.11'
MIN EFFECTIVE
7"
MAX
16.50' - 20.47'
VARIES
0' - 10.74'
VARIES
4.10'
MAX
6"
MAX
1/4":1' SLOPE
1/4":1' SLOPE 1/4":1' SLOPE
CROWN LOCATION VARIES
T-703
44
BDH
SJS
AS NOTED
TR
AC
K
3 3
NONE
5883431-s-rr-pln703
IMP
RO
VE
ME
NT
44
TR
AC
K T
YPIC
AL S
EC
TIO
NS (3 O
F 3)
SHEET NUMBER
DWG. NO.:
OF
OF
SHT. NO.:
REV. NO.:
AUTHORITY
TRANSPORTATION
PENNSYLVANIA
SOUTHEASTERN
CK'D
DA
TE
RE
VD
ES
CRIP
TIO
NB
YA
P'D
SCALE:
DRAWN BY:DATE:
WORK ORDER NO.:
SCALE FACTOR:
CHECKED BY:
ARCHIVE NO.:
PHILADELPHIA, PA 19107
1234 MARKET ST, 13TH FL,
EM&C DIVISION
COMPUTER FILE NO.:
0
DATE P
RIN
TE
D:7/13/2015
215-568-6500
Philadelphia, PA 19103
Suite 1700
1650 Arch Street
HNTB Corporation
PHIL
AD
EL
PHIA,
PA
RR
L
RAIL
7/13/2015
GEC 12-H-31
FOR CONSTRUCTION
CONCEPTUAL DESIGN NOT
30
% S
UB
MIS
SIO
N
SCALE IN FEET
0 5 10
SCALE IN FEET
0 5 10
SCALE IN FEET
0 5 10
TYPICAL SECTION - "ARSENAL" INTERLOCKING
TYPICAL SECTION - "ARSENAL" NO. 15 XOVER
STA 121+00 - STA 126+50
STA 126+50 - STA 130+50
STA 130+50 - STA 151+00
TYPICAL SECTION - 50 MPH COMPOUND CURVE
℄ AMTRAK
℄ NO.2
℄ NO.2
℄ NO.2 ℄ NO.1
℄ NO.1
℄ NO.1
℄ NO.4 ℄ NO.5
℄ NO.1
℄ NO.1 ℄ NO.2
℄ NO.2
℄ NO.5
12.28' - 12.91'
VARIES
PROPOSED NO. 15
1 CROSSOVER
WALL
EXISTING MASONRY
STRUCTURE (TYP)
EXISTING OCS
EXISTING GROUND
STRUCTURE (TYP)
EXISTING OCS
EXISTING GROUND
EXISTING FENCE
13'
TYP
9.05'
MIN EFF
6.7'
MIN EFF
2:1
2:1 2:1
(TYP)
12"
(TYP)
12"
DEPTH
MIN 6" SUBBALLAST
11.34' - 12.45'
VARIES
6"
MAX
3"
MAX
9.40'
MIN EFFECTIVE
12.07' - 14.61'
VARIES
8.21'
MIN EFFECTIVE
1/4":1' SLOPE 1/4":1' SLOPE
BENEATH TIE (TYP)
MIN 12" BALLAST
