ENGINEERING, MAINTENANCE, AND CONSTRUCTION UPPER … 3... · engineering, maintenance, and...

Transportation Authority

Southeastern Pennsylvania

LOCATION

ENGINEERING, MAINTENANCE, AND CONSTRUCTION

SEPTA PROJECT NO.: GEC12-H-22

NOTIFICATION LIST

T-000

35

0

BDH

SJS

TR

AC

K

CO

VE

R S

HE

ET

1 1

1

NONE NONE

5883422-s-rr-cov000

35

34

33

32

31

30

29

28

27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

T-311

T-310

T-309

T-308

T-307

T-306

T-305

T-304

T-303

T-302

T-301

T-167

T-166

T-157

T-156

T-142

T-135

T-134

T-133

T-132

T-125

T-124

T-123

T-122

T-112

T-111

T-102

T-101

T-803

T-802

T-801

T-003

T-002

T-001

T-000

LIST OF DRAWINGS - TRACK

FINAL SUBMITTAL

RE

PL

AC

EM

EN

T

TRACK CROSS SECTIONS











PLAN & PROFILE - BYWOOD EASTBOUND TRACK

PLAN & PROFILE - BYWOOD EASTBOUND TRACK

PLAN & PROFILE - BYWOOD WESTBOUND TRACK

PLAN & PROFILE - BYWOOD WESTBOUND TRACK

PLAN & PROFILE - SIDING TRACK

PLAN & PROFILE - TRUNK LINE EASTBOUND TRACK



PLAN & PROFILE - SHARON HILL EASTBOUND TRACK

PLAN & PROFILE - TRUNK LINE WESTBOUND TRACK



PLAN & PROFILE - SHARON HILL WESTBOUND TRACK

PLAN & PROFILE - MEDIA EASTBOUND TRACK

PLAN & PROFILE - MEDIA EASTBOUND TRACK

PLAN & PROFILE - MEDIA WESTBOUND TRACK

PLAN & PROFILE - MEDIA WESTBOUND TRACK

ALIGNMENT AND CURVE DATA



DETAILS

GENERAL NOTES

KEY PLAN

COVER SHEET

UPPER DARBY, PA - MEDIA-SHARON HILL LINE

MSHL INTERLOCKINGS

03/25/2015

5883422-s-rr-cov000

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.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500

Philadelphia, PA 19103

Suite 1700

1650 Arch Street

HNTB Corporation

CHIEF ENGINEER - EM&C

CHIEF ENGINEERING OFFICER - B&B

CHIEF RAIL TRANSIT OFFICER

SYSTEM SAFETY

DIRECTOR OF ENGINEERING - B&B

MANAGER - ARCH / ENGINEERING

PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

MH

MH

MH

MH

BU

RM

ON

T R

OA

D

Mc COY ST.

CO

MH

MH

MB

TU

RN

ER

S

MHBERRY AVE.

AVE.

MH

MH

MH

W/

meter

MH

S.R. 2019 SEC. 321

FO

SS A

VE.

ROSEMONT AVE.

MH

HILLC

REST A

VE.

MH

S

S

MH

MH

MH MH

MH

S

S

S

S

PE

NN A

VE.

HILLCREST RD.

SH

AD

EL

AN

D A

VE.

MH

MH

GARRETT ROAD

LA

NS

DO

WN

E

AVE

NU

E

S.R. 2005 S

EC. 361

WIN

DIN

G W

AY

MH

MH

CB

MH

MH

MH

MH

MH

MH

201.37

6713

WIN

DE

RM

ER

E

GARRETT ROAD

CB

CBCB

CBCB

GARRETT ROAD

FAIR

FA

XR

OA

D

231.09

6723

MH

MH

GARRETT ROAD

HILLCREST ROAD

MH

FP

MHMH

MH

MHMH

MH

IRVIN

GT

ON

RO

AD

MH

MH

MH MH

AVE.

MA

SO

N A

VE.

BONSALL AVE.

AVE

NU

E

MH MH

MH

MH

MH

SCHOOL LANE

ED

MO

ND

S

Chain

Lin

k Fence

SOMMERS AVE.

MH

MH MH

MH

ED

MO

ND

S

JONES ST.

MILL ST.

Chain Link Fence

2

Sty.

Bric

k

&

Sto

ne

2

Sty.

Bric

k

Conc. Sidewalk

MH

MH

CO

CO

MH

MH

MH

S.R. 2

007 S

EC. 3

34

MH

MH MH

MHMH

MH

MH

Tel.

AVE

NU

E

GARRETT ROAD

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

S

S S

MH

MH

MH

MH

MH

MHMH

MH

MHMH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

S

MH

MH

MH

MH

AVE

NU

E

M.P.

HUEY

HA

RP

ER A

VE.

FO

RE

ST A

VE.

LO

MB

AR

DY R

OA

D.

HILLCREST RD.

WA

YN

E A

VE.

CO

NG

RE

SS A

VE.

CL

EA

RB

RO

OK A

VE.

NA

YLO

RS

RUN

NA

YL

ORS R

UN

BEVERLY BLVD.

GARRETT ROAD

GARRETT ROAD

BYWOOD AVE.

BR

OA

DVIE

W R

OA

D

MID

VA

LE R

OA

D

HIL

TO

P R

OA

D

LL

AN

FAIR R

OA

D

BYWOOD AVE.

GARRETT

ROAD

HA

ZE

L A

VE.

MA

RG

ATE R

OA

D

SP

RIN

GT

ON R

OA

D

BA

YA

RD R

OA

DP

EN

NS

YL

VA

NIA A

VE.

PE

NA

RT

H A

VE.

WE

VE

RL

Y R

OA

D

AVO

N R

OA

D

WA

YN

E A

VE.

HU

NTL

EY R

OA

D

SE

LL

ERS A

VE.

WA

LN

UT S

T.

EL

M A

VE.

SP

RU

CE A

VE.

WIN

FIE

LD A

VE.

GARRETT ROAD GARRETT ROAD

SA

NS

OM S

T.

CH

ES

TN

UT S

T.

1

TU

RN

ER

AVE.

(FM

R.)

PR

R

NE

WT

OW

N S

QU

AR

E

BR

AN

CH

PE

CO 130-

42 LIN

E

PE

CO 6629 LIN

E

ST

ST

ST

ST

WALNUT OUTBOUND PLATFORM

WALNUT INBOUND PLATFORMBYWOOD INBOUND PLATFORM

BYWOOD OUTBOUND PLATFORM

HILLCREST RD.

AV

ON R

OA

D

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

T-001

35

0

BDH

SJS

T-101

T-111

T-112

T-102

T-142

T-132

T-122 T-123

T-133

T-124

T-134

T-125

T-135

T-166 T-167

T-157T-156

"BYWOOD" INTERLOCKING

INTERLOCKING

"HILL" INTERLOCKING

"DREXEL"

TO SH

AR

ON

HIL

L

TO

ME

DIA

TO 69TH STREET TERMINAL

SH

AD

EL

AN

D

AV

E

IRVIN

GT

ON

RD

FAIR

FA

X

RD

AV

ON

RD

WA

LN

UT

ST

GARRETT RD

BYWOOD AVE

GARRETT RD

HILLCREST RDROSEMONT AVE TRUNK LINE WESTBOUND TRACK

TRUNK LINE EASTBOUND TRACK

ME

DIA

LIN

E

EAS

TB

OU

ND

TR

AC

KM

EDIA

LIN

E

WES

TB

OU

ND

TR

AC

K

EASTB

OU

ND TR

ACK

SH

ARO

N HILL

LINE WESTB

OU

ND TR

ACK

SH

ARO

N HILL

LINE

TR

AC

K

KE

Y P

LA

N

1 1

2

NONE

5883422-s-rr-key001

TU

RN

ER

AV

E

N

RE

PL

AC

EM

EN

T

AS NOTED

5883422-s-rr-key001

T-002

35

0

BDH

SJS

TR

AC

K

GE

NE

RA

L N

OT

ES

1 1

3

NONE NONE

5883422-s-rr-gnt002

1.00 GENERAL

2.00 TRACK

ABBREVIATIONS

SYMBOLS DESCRIPTION

RIGHT-OF-WAY

ï»¿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

COMPENSATED

ACTUAL

DIMENSIONHORIZONTAL CLEARANCE

SURVEY CONTROL POINT

LENGTHL

INSULATEDINS

CUBIC INCHESIN3

SQUARE INCHESIN2

INCHESIN

FOR EXAMPLEIE

INSIDE DIAMETERID

HEIGHTHT

HORIZONTALHORZ

SQUARE FEETFT2

FEETFT

FOUNDATIONFDR

EXISTING EXIST

UNBALANCED SUPERELEVATION Eu

TOTAL SUPERELEVATIONEe

ESTIMATE, ESTIMATEDEST

ELEVATIONEL.

END EXCESS (CAR-BODY OUT-SWING)EE

CIRCULAR CURVE TO PIC

EXTERNAL DISTANCE FROM MIDPOINT OFEc

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

CONTRACTORC

AVENUEAVE

MATERIALS

AMERICAN SOCIETY FOR TESTING AND ASTM

ASSEMBLYASS'Y

ACTUAL 1/2" POINT OF FROGAPF

ALIGNMENTALIGN

AHEADAHD

ADJACENTADJ

AS REQUIREDA/R

STANDARDSTD

STATION, STATIONINGSTA

SPIRAL TO TANGENTST

SQUARESQ

SPECIFICATIONSPEC

SUPERELEVATIONSE

SPIRAL TO CIRCULAR CURVESC

RAILROADRR

RIGHT-OF-WAYROW

RIGHT-HANDRH

REQUIREDREQ'D

REINFORCED, REINFORCINGREINF

REFERENCEREF

% PER 100 FOOT STATION

RATE OF CHANGE OF VERTICAL CURVE, r

RADIUSR

QUANTITYQTY

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

NOT TO SCALENTS

NOMINALNOM

NUMBERNO

NOT APPLICABLEN/A

NORTH, NORTHINGN

MILES PER HOURMPH

MILEPOSTMP

MODIFIEDMOD

MILLIMETERMM

MINIMUMMIN

MAXIMUMMAX

LENGTH OF SPIRALLs

LEFT-HANDLH

LONGLG

LENGTH OF CURVELc

POUNDSLBS

OUTGOING GRADEG2

INCOMING GRADEG1

VELOCITYV

AT TS OR ST AND INTERSECT AT PI

TO CS OR SC MAIN TANGENT LINES TANGENT

PERPENDICULAR OFFSET FROM MAIN TANGENTY

ST TO PERPENDICULAR OFFSET OF SC OR CS

DISTANCE ALONG MAIN TANGENT FROM TS ORX

ST TO PERPENDICULAR OFFSET OF PC

DISTANCE ALONG MAIN TANGENT FROM TS ORXo

TO PI IN A SIMPLE CURVE

SPIRALED CURVE, TANGENT FROM PC OR PT

DISTANCE FROM SC OR CS TO PIC INTc

SHORT TANGENT OF SPIRALSt

AND LINE TANGENT AT SC OR CS

POINT OF INTERSECTION OF MAIN TANGENTPIS

AT SC AND CS

POINT OF INTERSECTION OF LINES TANGENTPIC

POINT OF COMPOUND CURVEPCC

OFFSET FROM PC OR PT TO MAIN TANGENTo

LONG TANGENT OF SPIRALLt

OF MAIN TANGENTS AT PI

ANGLE OF INTERSECTION, I

CENTER OF CIRCLECC

AT@

AND&

CUBIC YARDYD3

SQUARE YARDYD2

YARDYD

WITHOUTW/O

WITHW/

VERTICALVERT

VERTICAL CURVE (LENGTH)VC

UNLESS OTHERWISE NOTEDUON

UNDER GRADEU/G

TYPICALTYP

TOWNSHIPTWP

TANGENT TO SPIRALTS

TRACKTRK

TOP OF RAILTOR

TOP OF FOOTING OR FOUNDATIONTOF

THROUGHTHRU

THICKTHK

TRACK FEETTF

TEMPORARYTEMP

TO BE REMOVEDTBR

TURNOUTT/O

STRUCTURESTR

3.00 SIGNALS AND COMMUNICATIONS

4.00 UTILITIES

27

MPMILEPOST

1014

GENERAL NOTES

IN FEETTRACK THROW

SIGNAL

0.5

0

APPLICABLE UTILITY COMPANY AND COMPLY WITH THEIR CLEARANCE REQUIREMENTS.

SYSTEM" (ONE CALL #1-800-242-1776). IDENTIFY ALL OVERHEAD LINES, NOTIFY THE

THREE DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION WORK CONTACT THE PA "ONE CALL 4.01

CROSSINGS WILL BE DESIGNED BY OTHERS.

ALL COMMUNICATIONS AND SIGNAL EQUIPMENT REQUIRED FOR INTERLOCKINGS AND GRADE 3.01

VERTICAL DATUM IS NAVD88.1.04

HORIZONTAL DATUM IS PENNSYLVANIA STATE PLANE COORDINATE SYSTEM (NAD 83).1.03

TRACK ALIGNMENT DESIGN IS BASED ON FIELD SURVEY COLLECTED SUMMER 2014.

BASE MAPPING SHOWN FROM SEPTA-PROVIDED FLYMAP DATA AND PROJECT FIELD SURVEY. 1.02

SEPTA TO COORDINATE WORK BETWEEN FORCE ACCOUNTS AND CONTRACTORS.1.01

RE

PL

AC

EM

EN

T

THE JUNCTION TO A LINE SPEED OF 50 MPH.

DESIGN SPEED IS 30 MPH, BASED ON ESTIMATE OF VEHICLE ACCELERATION FROM 15 MPH AT

DESIGN SPEED WITHIN THE JUNCTION IS 15 MPH. BETWEEN THE JUNCTION AND TURNER ROAD, 2.02

SPECIAL TRACKWORK DESIGN PROVIDED BY SEPTA.2.01

5883422-s-rr-gnt002

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

T-003

35

0

BDH

SJS

TR

AC

K

DE

TAIL

S

1 1

4

NONE

ï»¿E ï»¿W

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

11.25' TO 11.50'

62.5" GAUGE (TYP)

ON TIMBER TIES

100 ARA-B RAIL

6" MIN

EXISTING GROUND

(TYP)

PROPOSED BALLAST

LIMITS OF EXCAVATION

1" = 5'

TYPICAL TRACK STRUCTURE

RE

PL

AC

EM

EN

T

NONE

5883422-s-rr-dtl003

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

T-801

35

0

BDH

SJS

TR

AC

K

1 3

5

NONE NONE

5883422-s-rr-tab801

RE

PL

AC

EM

EN

T

ALIG

NM

EN

T A

ND C

UR

VE D

AT

A

5883422-s-rr-tab801

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

T-802

35

0

BDH

SJS

NOTES:

TR

AC

K

2 3

6

NONE NONE

5883422-s-rr-tab802

POINT-ON-CURVE (POC).

CURVE, FROM THE TANGENT-TO-SPIRAL (TS) POINT TO THE TIE-IN

CURVE DATA SHOWN DEFINES A PORTION OF A LARGER EXISTING1. RE

PL

AC

EM

EN

T

ALIG

NM

EN

T A

ND C

UR

VE D

AT

A

5883422-s-rr-tab802

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

T-803

35

0

BDH

SJS

NOTES:

TR

AC

K

3 3

7

NONE NONE

5883422-s-rr-tab803

POINT-ON-CURVE (POC).

CURVE, FROM THE TANGENT-TO-SPIRAL (TS) POINT TO THE TIE-IN

CURVE DATA SHOWN DEFINES A PORTION OF A LARGER EXISTING1. RE

PL

AC

EM

EN

T

ALIG

NM

EN

T A

ND C

UR

VE D

AT

A

5883422-s-rr-tab803

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

235235

235

235

235

235

240

240

240

240

240

P

TSC

TSC

234

236

236

236

236

236

237

237

237

237

237

237

237

237

237

238 238

238

238

239

239

239

242

S

MH

MHHILLCREST AVE.

MH

TUR

NE

R A

VE.

E

E

EE

E

E

E

E

E

E

E

115+00

116+00117+00

PO

C

ST

A 117

+14.0

0

MA

TC

H

EXIS

TIN

GS

C

ST

A 115

+10.6

7

CS

ST

A 114

+70.6

7

VA

RIE

S

11.2

9' -

11.5

5'

Eu = 2.241"

Ea = 1.500"

Lc = 203.33'

T = 101.99'

R = 1103.04'

MEDIA WEST - 3

Eu = 0.625"

Ea = 0.750"

Lc = 90.88'

T = 45.45'

R = 3000.00'

MEDIA WEST - 2L = 532.44'

V = 15 MPH(1) V = 30 MPH(2) V = 30 MPH(3)

CURVE SET 1

RUNOFF = 0.581"/31'

Ls = 40.00'

SPIRAL 3

INTERLOCKING LIMIT

S

-0.7

2

-1.4

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

TURNER AVE

230

240

250

260260

230

240

250

260260

114+04115+00116+00117+00118+00

MEDIA WESTBOUND

E P

VC

ST

A 114

+75.0

0

E

LE

V=

237.9

9

L

PVI STA 115+00.00

ELEV=237.62

VC=50.00'

e=0.08'

r=2.45

E E

LE

V=

237.5

5

E

E

LE

V=

237.4

3

E P

OT

ST

A 115

+84.2

2

E

LE

V=

237.3

8

E

E

LE

V=

237.1

4

-1.506%

-0.281% P

VT

ST

A 115

+25.0

0

M

AT

CH

EXIS

TIN

G

PROP TOR

238.80

238.21

237.70

237.47

237.30

236.75

236.73

236.72

239.0

7

238.3

7

237.7

0

237.4

7

EXI

ST

TO

R

PR

OP

TO

R

S

TA 115

+65.3

8

S

TA 116

+15.8

8

EXI

ST

GR

ND

238.55

237.73

EXIST GROUND

EXIST TOR

SIDING

MEDIA WB

MEDIA EB

T-101

35

0

BDH

SJS

AS NOTED

N

20020 10

SCALE: 1"=20'-0"

TR

AC

K

1 2

8

NONE

5883422-s-rr-pln101

MA

TC

H

LIN

E -

SE

E

DW

G

T-

102

RE

PL

AC

EM

EN

T

PL

AN & P

RO

FIL

E - M

EDIA W

ES

TB

OU

ND T

RA

CK

5883422-s-rr-pln101

235

235

235

240

240

240

240

240245 245

245

245

245

245

245

PTSC

232

233

234

236

236

237

237

237

237

237

237

238

238

238

238

238

239

239

239

241

241

241

241

242

242

242

242

243

243

243

243

244

244

244

244

246247

247

MH

AVE.

S

S

MH

MH

S

S

S

S

HILLCREST RD.

SH

AD

EL

AN

D A

VE.

TU

RN

ER

11.2

5'

EL

L

E

E

E

E

LLLLE E

E

E

E

E

E

E

EL

E

E

E

E

E

112+00

113+00

+00

114

SC

ST

A 113+

79.7

9

CS

ST

A 113+

59.7

9

SC

ST

A 112

+11.5

6

TS

ST

A 111

+81.5

6

PIT

O

ST

A

111

+26.5

6

PS

ST

A

111

+04.4

8

Eu = 0.876"

Ea = 0.500"

Lc = 148.23'

T = 74.41'

R = 750.00'

MEDIA WEST - 1

L = 532.44'

V = 15 MPH(1) V = 30 MPH(2) V = 30 MPH(3)

CURVE SET 1

INTERLOCKING LIMITS

RUNOFF = 0.388"/31'

Ls = 20.00'

SPIRAL 2

RUNOFF = 0.517"/31'

Ls = 30.00'

SPIRAL 1

@

CL

CR

OS

SIN

G

11.2

6'

11.2

5'

-0.7

2

-1.4

1

-2.3

3

-3.3

8

-4.6

3

-5.6

1

-6.4

7

-7.1

4

-7.6

6

-8.0

2

-8.1

7

-8.1

7

-8.0

7

-8.0

8

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

SIDING

TRUNK LINE WB

MEDIA WB

WB

SHARON HILL

TRUNK LINE EB

MEDIA EB

SHARON HILL EB

PROP TOR

NO. 6 RH T/O

PIT

O

TP

F

B

A - SWITCH PANEL TANGENT

B - TURNOUT FROG TANGENT

LLT

230

240

250

260260

230

240

250

260260

110+90111+00112+00113+00114+00

114+04

MEDIA WESTBOUND

E

P

S

ST

A 111

+04.4

8

E

LE

V=

244.3

1

E

L

PVI STA 111+35.77

ELEV=243.83

VC=25.00'

e=-0.01'

r=-1.08

EE

L

PVI STA 111+79.79

ELEV=243.04

VC=20.00'

e=-0.01'

r=-1.10

E

E P

VC

ST

A 112

+75.0

0

E

LE

V=

241.1

3

L

PVI STA 113+00.00

ELEV=240.63

VC=50.00'

e=0.03'

r=1.01

E P

VT

ST

A 113

+25.0

0

E

LE

V=

240.2

5

-1.520%

-1.789%

-2.009%

-1.506%

A

24

4.32

243.40

24

2.41

24

1.41

24

0.50

239.64

238.86

243.5

8

242.6

4

241.6

3

240.6

6

239.8

7

239.1

2

EXI

ST

TO

R

PR

OP

TO

R

EXI

ST

GR

ND

242.04

24

1.11

240.29

239.42

EXIST TOR

EXIST GROUND

T-102

35

0

BDH

SJS

AS NOTED

N

20020 10

SCALE: 1"=20'-0"

TR

AC

K

2 2

9

NONE

5883422-s-rr-pln102

MATC

H

LIN

E - SEE

DW

G

T-

101

RE

PL

AC

EM

EN

T

PL

AN & P

RO

FIL

E - M

EDIA W

ES

TB

OU

ND T

RA

CK

5883422-s-rr-pln102

235235

235

235

235

235

240

240

240

240

240

P

TSC

TSC

234

236

236

236

236

236

237

237

237

237

237

237

237

237

237

238 238

238

238

239

239

239

242

S

MH

MHHILLCREST AVE.

MH

TUR

NE

R A

VE.

TRACK

SHIFT EXISTING

E

E

E

E

E

E

E

E

EE

E

L = 172.45'

V = 30 MPH

CURVE SET 2

115+00

116+00117+00

ST

ST

A 114

+46.1

9

PO

C

ST

A 117

+20.0

0

CS

ST

A 114

+16.1

9

MA

TC

H

EXIS

TIN

GS

C

ST

A 115

+72.5

5

TS

ST

A 115

+47.5

5

VA

RIE

S

11.2

9' -

11.5

5'

Ea

= 1.5

"

Ea

= 1"

Eu = 2.112"

Ea = 1.500"

Lc = 147.45'

T = 73.85'

R = 1142.34'

MEDIA EAST - 2

RUNOFF = 0.620"/31'

Ls = 25.00'

SPIRAL 1

RUNOFF = 0.153"/31'

TANGENTRUNOFF = 0.000"/31'

Ls = 30.00'

SPIRAL 2

Ea

= 0.5

"

THROUGHOUT TANGENTRAMP 1/2" - 1" C

ROSSLEVEL

INTERLOCKING LIMIT

S

Ea

= 0.5

"

-0.8

2

-1.5

3

-2.5

9

-3.8

5

-5.2

6

-7.0

0

-8.7

8

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

SIDING

MEDIA WB

MEDIA EB

TURNER AVE

PROP TOR

NOTE 1

230

240

250

260260

230

240

250

260260

114+13115+00116+00117+00118+00

MEDIA EASTBOUND

L

ELEV=238.81

VC=50.00'

e=0.03'

r=0.85

E E

LE

V=

238.5

5

E P

OT

ST

A 115

+40.6

2

E

LE

V=

237.6

1

E

E

LE

V=

237.4

5

E

E

LE

V=

237.2

3

-1.035%

239.06

238.55

238.03

237.53

237.32

237.06

236.95

236.83

238.9

9

238.5

5

238.0

3

EXI

ST

TO

R

PR

OP

TO

R

P

VT

ST

A 114

+50.0

0

M

AT

CH

EXIS

TIN

G

S

TA 115

+66.3

8

S

TA 116

+17.5

0

114+25.00

PVI STA

EXIST TOR

EXIST GROUND

EXI

ST

GR

ND

237.96

237.93

T-111

35

0

BDH

SJS

AS NOTED

N

20020 10

SCALE: 1"=20'-0"

TR

AC

K

1 2

NONE

5883422-s-rr-pln111

MA

TC

H

LIN

E -

SE

E

DW

G

T-

112

10

NOTES:

DESIGN PROFILE.

PREPARED TRACKBED AT

SHIFT EXISTING TRACK TO 1.

RE

PL

AC

EM

EN

T

PL

AN & P

RO

FIL

E - M

EDIA E

AS

TB

OU

ND T

RA

CK

5883422-s-rr-pln111

235

235

235

240

240

240

240

240245 245

245

245

245

245

245

PTSC

232

233

234

236

236

237

237

237

237

237

237

238

238

238

238

238

239

239

239

241

241

241

241

242

242

242

242

243

243

243

243

244

244

244

244

246247

247

MH

AVE.

S

S

MH

MH

S

S

S

S

HILLCREST RD.

SH

AD

EL

AN

D A

VE.

TU

RN

ER

11.2

5'

TRACK

SHIFT EXISTIN

G

E

LLLLE E

E

E

E

E

E

E

E

E

E

E

E

EL

L

E

E

E

E

Lc = 198.69'

V = 15 MPH

CURVE SET 1

11.2

5'

112+00

113+00

114+00

115+00

PS

ST

A

111

+05.4

2

ST S

TA 114+

46.1

9

CS S

TA 114+

16.1

9

CL

ST

A 111

+95.4

7

SC

ST

A 112

+77.5

0

TS

ST

A 112

+47.5

0

PIT

O

ST

A

111

+27.5

0

Eu = 1.506"

Ea = 0.500"

Lc = 138.69'

T = 69.88'

R = 515.00'

MEDIA EAST - 1

RU

NOFF

= 0.000"/

31'

Ls = 30.00'

SPIR

AL 2

Ea = 0.5

"

INTERLOCKING LIMITS

RUNOFF = 0.517"/31'

Ls = 30.00'

SPIRAL 1

@

CL

CR

OS

SIN

G

11.2

6'

@

PS

11.6

2'

Ea

= 0.5

"

-8.7

8

-10.1

8

-11.2

7

-12.0

3

-12.4

3

-12.4

6

-12.1

0

-11.4

2

-10.4

6

-9.4

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

SIDING

TRUNK LINE WB

MEDIA WB

WB

SHARON HILL

TRUNK LINE EB

MEDIA EB

SHARON HILL EB

PROP TOR

A

NO. 6 RH T/O

PIT

O

TP

F

ï»¿â„„

CRO

TP

F

B

SHIFT EXISTING TRACK TO PREPARED

TRACKBED AT DESIGN PROFILE

230

240

250

260260

230

240

250

260260

110+90111+00112+00113+00114+00

114+13

MEDIA EASTBOUND

E

P

S

ST

A 111

+05.4

2

E

LE

V=

244.2

9

E

L

PVI STA 111+35.66

ELEV=243.83

VC=25.00'

e=-0.01'

r=-1.08

EE

L

PVI STA 111+79.70

ELEV=243.04

VC=20.00'

e=-0.01'

r=-1.10

E

E P

VC

ST

A 112

+75.0

0

E

LE

V=

241.1

3

L

PVI STA 113+00.00

ELEV=240.63

VC=50.00'

e=0.03'

r=1.10

E P

VT

ST

A 113

+25.0

0

E

LE

V=

240.2

6

E P

VC

ST

A 114

+00.0

0

E

LE

V=

239.1

7 -1.520%

-1.789%

-2.009%

-1.458%

244.51

244.37

243.58

242.63

241.68

240.88

240.08

239.27

243.5

8

242.6

4

241.6

3

240.6

6

239.9

0

239.1

7

EXI

ST

TO

R

PR

OP

TO

R

TP

F

NO. 6 DIAMOND CROSSING

LLT


B - END FROG & TURNOUT

FROG TANGENT

EXI

ST

GR

ND

240.53

239.86

239.27

237.93

EXIST TOR

EXIST GROUND

T-112

35

0

BDH

SJS

AS NOTED

N

20020 10

SCALE: 1"=20'-0"

TR

AC

K

2 2

NONE

5883422-s-rr-pln112

MATC

H

LIN

E - SEE

DW

G

T-

111

11

RE

PL

AC

EM

EN

T

PL

AN & P

RO

FIL

E - M

EDIA E

AS

TB

OU

ND T

RA

CK

5883422-s-rr-pln112

235

235

235

240

240

240

240

240245 245

245

245

245

245

245

PTSC

232

233

234

236

236

237

237

237

237

237

237

238

238

238

238

238

239

239

239

241

241

241

241

242

242

242

242

243

243

243

243

244

244

244

244

246247

247

MH

AVE.

S

S

MH

MH

S

S

S

S

HILLCREST RD.

SH

AD

EL

AN

D A

VE.

TU

RN

ER

PIT

O

ST

A

112

+86.5

5

L = 100.00'

SHARON HILL LINE TRUNK LINE

LE E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

LLLLLE

11.2

5'

111+00

112+00113+00

114+00115+00

CL

ST

A 111

+94.5

3

PO

T

ST

A

115

+40.0

0

MA

TC

H

EXIS

TIN

G

PS

ST

A

112

+64.4

7

PS

ST

A

111

+04.4

8

PIT

O

ST

A

111

+26.5

6

11.2

5'

L = 101.04'

ST

A

114

+38.9

6

0°

15'

03"

AN

GLE

POIN

T

ST

A

113

+38.9

6

0°

11'

02"

AN

GLE

POIN

T

@

PI

11.5

8'

@

PI

8.7'

@

PS

11.6

2'

@

CL

CR

OS

SIN

G

11.2

6'

@

PI

11.2

5'

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

SIDING

TRUNK LINE WB

MEDIA WB

WB

SHARON HILL

TRUNK LINE EB

MEDIA EB

SHARON HILL EB

PROP TOR

SHADELAND AVE

NO. 6 RH T/ONO. 6 DIAMOND CROSSING

ABC

TP

F

ï»¿â„„

CRO

TP

F

PIT

O

LLT

225

230

240

250

255

225

230

240

250

255

110+36111+00112+00113+00114+00115+00116+00

SHARON HILL WESTBOUND

E

E

LE

V=

244.9

4

L

ELEV=244.98

VC=60.00'

e=-0.13'

r=-2.78

E

E

LE

V=

244.5

6

E

P

VT

ST

A 110

+90.0

0

E

LE

V=

244.5

3

E

P

S

ST

A 111

+04.4

8

E

LE

V=

244.3

1

E

L

PVI STA 111+35.00

ELEV=243.84

VC=25.00'

e=-0.01'

r=-1.18

EE

L

PVI STA 111+79.00

ELEV=243.04

VC=20.00'

e=-0.01'

r=-1.12

E

E

L

ELEV=241.66

VC=25.00'

e=-0.03'

r=-3.55

E

E

P

S

ST

A 112

+64.4

7

E

LE

V=

241.1

5

E

E

LE

V=

240.5

0

E

LLT

ST

A 113

+34.4

3

E

LE

V=

239.1

0

E P

OT

ST

A 114

+25.0

0

E

LE

V=

236.4

5

E

E

LE

V=

233.2

7

-1.520%

-1.814%

-2.038%

-2.924%

244.91

244.92

244.35

243.54

242.58

241.36

239.99

238.65

237.18

235.72

234.34

233.04

244.9

4

244.9

1

244.3

7

243.5

7

242.6

2

241.5

5

240.1

1

238.6

5

237.1

8

235.7

3

234.3

4

EXI

ST

TO

R

PR

OP

TO

R

TP

F

112+47.00

PVI STA



FROG TANGENT

C - CENTER FROGS TANGENT

PIT

O

ST

A 112

+86.5

5NO. 6 RH T/O TO SIDING TRACK

TPF-LLT PITO-TPF PS-PITO

S

TA 115

+38.8

9

E

LE

V=

238.6

5

E

S

TA 113

+50.0

0

M

AT

CH

EXIS

TIN

G

S

TA 110

+87.5

6

110+60.00

PVI STA

S

TA 110

+40.8

7

EXIST TOR

EXIST GROUND

TURNER AVE

T-122

35

0

BDH

SJS

AS NOTED

20020 10

SCALE: 1"=20'-0"

N

TR

AC

K

1 4

NONE

5883422-s-rr-pln122

MA

TC

H

LIN

E -

SE

E

DW

G

T-

123

12

RE

PL

AC

EM

EN

T

PL

AN & P

RO

FIL

E - S

HA

RO

N HIL

L W

ES

TB

OU

ND T

RA

CK

5883422-s-rr-pln122

240

245

245

TS

C

TSC

237

238238

239

239 239

239

239

241

242

242

242

242

243

243

243

244

244

244

244

246246

MH

MH M

H

x

x

PE

NN A

VE.

SH

AD

EL

AN

D A

VE.

x

x

FO

RE

ST A

VE.

HILLCREST RD.

DREXEL JUNCTION PLATFORM


L = 167.61'L = 604.71'

LL E

LL

NO. 8 CROSSOVER

EXISTING HAND-THROWN

NO. 8 CROSSOVER


107+00108+00109+00110+00

S

TA

107

+34.2

5

0º

04'

18"

AN

GLE

POIN

T

105+00106+00107+00108+00

ST

A

105

+66.6

4

0º 05'

07"

AN

GLE

POIN

T

@

PI

11.2

5'

@

PI

11.5'

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

TRUNK LINE WB

TRUNK LINE EB

PROP TOR

NO. 8 LH CROSSOVER

0 - 3.75" ABOVE TOP OF RAIL

DREXEL HILL JUNCTION PLATFORM

230

240

250

260260

230

240

250

260260

104+70105+00106+00107+00108+00109+00110+00110+36

E

LLT

ST

A 105

+12.1

3

E

LE

V=

238.1

7

E

E

LE

V=

238.9

2

E P

VC

ST

A 106

+50.0

0

E

LE

V=

240.2

7

L

PVI STA 107+00.00

ELEV=241.03

VC=100.00'

e=-0.00'

r=-0.01E P

VT

ST

A 107

+50.0

0

E

LE

V=

241.7

9

E P

VC

ST

A 109

+12.5

0

E

LE

V=

244.2

5

L

PVI STA 109+50.00

ELEV=244.82

VC=75.00'

e=-0.13'

r=-1.82

E P

VT

ST

A 109

+87.5

0

E

LE

V=

244.8

8

E P

VC

ST

A 110

+30.0

0

E

LE

V=

244.9

4

1.523%

1.514%

0.148%

237.49

237.88

238.59

239.34

240.11

241.00

241.79

242.45

243.27

243.98

244.59

244.90

237.5

4

237.9

9

238.7

5

239.5

1

240.2

7

241.0

3

241.7

9

242.5

5

243.3

1

244.0

6

244.6

9

244.8

9

EXI

ST

TO

R

PR

OP

TO

R

P

S

ST

A 105

+61.2

5

E

AS

TB

OU

ND

TR

AC

K

EXIST TOR

EXIST GROUND

TRUNK LINE WESTBOUND

T-123

3513

0

BDH

SJS

AS NOTED

N

20020 10

SCALE: 1"=20'-0"

TR

AC

K

2 4

NONE

5883422-s-rr-pln123

MA

TC

H

LIN

E -

SE

E

DW

G

T-

122

MA

TC

H

LIN

E -

SE

E

DW

G

T-

124

RE

PL

AC

EM

EN

T

PL

AN & P

RO

FIL

E - T

RU

NK LIN

E W

ES

TB

OU

ND T

RA

CK

5883422-s-rr-pln123

230

230

235

229

229

229

231

232

232

233

234

234

236

237

237

LO

MB

AR

DY R

OA

D.

HILLCREST RD.

IRVINGTON INBOUND PLATFORM

L = 103.95'L = 478.61'

11.5'

LL

E

E

E LLLL

ST

A

100

+88.0

3

0°

07'

35"

AN

GLE

POIN

T

S

TA

99

+84.0

8

0°

07'

11"

AN

GLE

POIN

T

MA

TC

H

EXIS

TIN

G

PS

ST

A

104

+02.3

3

PIT

O

ST

A

104

+35.9

7

00

99+

100+00101+00102+00103+00104+00

L = 124.08'

@

PI

11.5'

@

PI

11.2

7'

PIT

O

ST

A

102

+18.6

9

PS

ST

A

102

+52.3

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

TRUNK LINE WB

TRUNK LINE EB

PROP TOR

NO. 8 LH CROSSOVER

NO. 8 RH CROSSOVER

220

230

240

250250

220

230

240

250250

99+05100+00101+00102+00103+00104+00104+70

E E

LE

V=

229.5

4

L

PVI STA 100+00.00

ELEV=230.13

VC=100.00'

e=0.05'

r=0.41E P

VT

ST

A 100

+50.0

0

E

LE

V=

230.9

3

E

E

LE

V=

231.6

2

E

LLT

ST

A 101

+42.5

4

E

LE

V=

232.4

1

E

E

LE

V=

233.6

2

E

P

S

ST

A 102

+52.3

3

E

LE

V=

234.1

6

E P

VC

ST

A 102

+75.0

0

E

LE

V=

234.5

2

L

PVI STA 103+25.00

ELEV=235.32

VC=100.00'

e=-0.01'

r=-0.08E P

VT

ST

A 103

+75.0

0

E

LE

V=

236.0

9

1.185%

1.599%

1.523%

229.00

229.54

230.09

230.78

231.43

232.28

233.13

233.98

234.78

235.60

236.44

237.23

229.0

0

229.5

4

230.1

8

230.9

3

231.7

3

232.5

3

233.3

3

234.1

3

234.9

2

235.7

0

236.4

7

237.2

3

EXI

ST

TO

R

PR

OP

TO

R

P

VC

ST

A 99

+50.0

0

M

AT

CH

EXIS

TIN

G

PIT

O

ST

A 102

+18.6

9

P

S

ST

A 100

+93.4

1

E

AS

TB

OU

ND

TR

AC

K

P

S

ST

A 104

+02.3

3

E

LE

V=

236.5

0

E

PIT

O

ST

A 104

+35.9

7

E

LE

V=

237.0

1

E

EXIST TOR

EXIST GROUND


T-124

3514

0

BDH

SJS

AS NOTED

N

20020 10

SCALE: 1"=20'-0"

TR

AC

K

3 4

NONE

5883422-s-rr-pln124

MA

TC

H

LIN

E -

SE

E

DW

G

T-

123

MA

TC

H

LIN

E -

SE

E

DW

G

T-

125

RE

PL

AC

EM

EN

T

PL

AN & P

RO

FIL

E - T

RU

NK LIN

E W

ES

TB

OU

ND T

RA

CK

5883422-s-rr-pln124

227

228

228

228

228

228

228

228

229

229

229

xxxxxxx

MH

MH

MH

IRVIN

GT

ON

IRVINGTON OUTBOUND PLATFORM


RO

AD

E

PO

T

ST

A

98

+60.0

0

00

99+

E

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

WB

TRUNK LINE

EB

TRUNK LINE

IRVINGTON AVE

220

230

240

250250

220

230

240

250250

97+5098+0099+0099+05

E

P0

T

ST

A 98

+89.0

0

E

LE

V=

228.8

1

1.185%

228.17

228.51

228.94

228.9

4

EXI

ST

TO

R

PR

OP

TO

R

EXIST TOR

EXIST GROUND


20020 10

SCALE: 1"=20'-0"

N

T-125

3515

0

BDH

SJS

AS NOTED

TR

AC

K

4 4

NONE

5883422-s-rr-pln125

MA

TC

H

LIN

E -

SE

E

DW

G

T-

124

RE

PL

AC

EM

EN

T

PL

AN & P

RO

FIL

E - T

RU

NK LIN

E W

ES

TB

OU

ND T

RA

CK

5883422-s-rr-pln125

235

235

235

240

240

240

240

240245 245

245

245

245

245

245

PTSC

232

233

234

236

236

237

237

237

237

237

237

238

238

238

238

238

239

239

239

241

241

241

241

242

242

242

242

243

243

243

243

244

244

244

244

246247

247

MH

AVE.

S

S

MH

MH

S

S

S

S

HILLCREST RD.

SH

AD

EL

AN

D A

VE.

TU

RN

ER

L = 665.76'

SHARON HILL LINE TRUNK LINE

LLLLE

E

E

E

E

E

E

L

E

E

E

E

E

E

E

E

E

LE

11.2

5'

11.2

5'

E

111+00

112+00113+00

PO

T

ST

A

114

+00.0

0

EXISTING EB ALIGNMENTJUNCTION TRACKWORK ON

PIT

O

ST

A

111

+27.5

0

@

PI

11.5

8'

@

PI

11.2

5'

PS

ST

A

111

+05.4

2

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

SIDING

TRUNK LINE WB

MEDIA WB

WB

SHARON HILL

TRUNK LINE EB

MEDIA EB

SHARON HILL EB

PROP TOR

SHADELAND AVE

PIT

O

TP

F

B

225

230

240

250

255

225

230

240

250

255

110+36111+00112+00113+00114+00115+00

SHARON HILL EASTBOUND

E

E

LE

V=

244.9

3

L

ELEV=244.98

VC=60.00'

e=-0.13'

r=-2.87

E

E

LE

V=

244.5

6

E

P

VT

ST

A 110

+90.0

0

E

LE

V=

244.5

3

E

P

S

ST

A 111

+05.4

2

E

LE

V=

244.2

9

E

L

PVI STA 111+35.00

ELEV=243.84

VC=25.00'

e=-0.01'

r=-1.18

E

E

L

PVI STA 112+10.00

ELEV=242.48

VC=50.00'

e=-0.07'

r=-2.12

E E

LE

V=

241.7

6

L

-1.520%

-1.814%

-2.874%

244.93

244.88

244.37

243.51

242.57

241.32

239.90

238.46

237.02

235.61

244.9

3

244.9

0

244.3

7

243.5

7

242.6

4

241.3

2

239.9

0

238.4

6

237.0

2

P

VT

ST

A 112

+35.0

0

M

AT

CH

EXIS

TIN

G

NO. 6 RH T/O

LLT

A

S

TA 110

+87.5

6

S

TA 110

+40.9

4

110+60.00

PVI STA

EXI

ST

TO

R

PR

OP

TO

R

E P

OT

ST

A 114

+00.0

0

E

LE

V=

237.0

2

EXIST TOR

EXIST GROUND



FROG TANGENT

T-132

3516

0

BDH

SJS

AS NOTED

20020 10

SCALE: 1"=20'-0"

N

TR

AC

K

1 4

NONE

5883422-s-rr-pln132

MA

TC

H

LIN

E -

SE

E

DW

G

T-

133

RE

PL

AC

EM

EN

T

PL

AN & P

RO

FIL

E - S

HA

RO

N HIL

L E

AS

TB

OU

ND T

RA

CK

5883422-s-rr-pln132

240

245

245

TS

C

TSC

237

237238238

239

239 239

239

239

241

242

242

242

242

243

243

243

244

244

244

244

246246

MH

MH M

H

x

x

PE

NN A

VE.

SH

AD

EL

AN

D A

VE.

x

x

FO

RE

ST A

VE.

HILLCREST RD.



L = 750.17'L = 665.76'

LL

LL E

105+00

106+00107+00108+00109+00110+00

EXISTING EB ALIGNMENT

NO. 8 CROSSOVER


NO. 8 CROSSOVER


ST

A

107

+34.2

4

0°

00'

49"

AN

GLE

POIN

T

@

PI

11.2

5'

@

PI

11.5'

PIT

O

ST

A

105

+27.6

1

MA

TC

H

EXIS

TIN

G

PS

ST

A

105

+61.2

5

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

TRUNK LINE WB

TRUNK LINE EB

PROP TOR

0 - 6.25" ABOVE TOR

DREXEL HILL JUNCTION PLATFORM

NO. 8 LH CROSSOVER

230

240

250

260260

230

240

250

260260

104+70105+00106+00107+00108+00109+00110+00110+36

E

E

LE

V=

238.4

1

E

P

S

ST

A 105

+61.2

5

E

LE

V=

238.9

2

E P

VC

ST

A 106

+50.0

0

E

LE

V=

240.2

7

L

PVI STA 107+00.00

ELEV=241.04

VC=100.00'

e=-0.00'

r=-0.03E P

VT

ST

A 107

+50.0

0

E

LE

V=

241.7

8

E P

VC

ST

A 109

+12.5

0

E

LE

V=

244.2

0

L

PVI STA 109+50.00

ELEV=244.76

VC=75.00'

e=-0.12'

r=-1.72

E P

VT

ST

A 109

+87.5

0

E

LE

V=

244.8

4

E P

VC

ST

A 110

+30.0

0

E

LE

V=

244.9

2

1.523%

1.490%

0.202%

237.38

237.86

238.63

239.35

240.13

240.85

241.59

242.43

243.24

243.90

244.52

244.87

237.5

4

237.9

9

238.7

5

239.5

1

240.2

7

241.0

3

241.7

8

242.5

3

243.2

7

244.0

2

244.6

4

244.8

6

PIT

O

ST

A 105

+27.6

1

EXI

ST

TO

R

PR

OP

TO

R

EXIST TOR

EXIST GROUND

TRUNK LINE EASTBOUND

T-133

3517

0

BDH

SJS

AS NOTED

N

20020 10

SCALE: 1"=20'-0"

TR

AC

K

2 4

NONE

5883422-s-rr-pln133

MA

TC

H

LIN

E -

SE

E

DW

G

T-

132

MA

TC

H

LIN

E -

SE

E

DW

G

T-

134

RE

PL

AC

EM

EN

T

PL

AN & P

RO

FIL

E - T

RU

NK LIN

E E

AS

TB

OU

ND T

RA

CK

5883422-s-rr-pln133

230

230

235

229

229

229

231

232

232

233

234

234

236

237

237

LO

MB

AR

DY R

OA

D.

HILLCREST RD.


L = 750.17' L = 124.07'

11.5'

11.5'

LLLL

LL E

100+00101+00

102+00

103+00104+00 00

99+

ST

A

99

+84.0

7

0º

03'

13"

AN

GLE

POIN

T

E E

@

PI

11.5'

@

PI

11.2

7'

PS

ST

A

100

+93.4

1

PIT

O

ST

A

101

+27.0

5

MA

TC

H

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

TRUNK LINE WB

TRUNK LINE EB

PROP TOR

NO. 8 RH CROSSOVER

NO. 8 LH CROSSOVER

220

230

240

250250

220

230

240

250250

99+05100+00101+00102+00103+00104+00104+70

E P

OT

ST

A 99

+13.4

3

E

LE

V=

229.0

5

E E

LE

V=

229.6

5

L

PVI STA 99+88.81

ELEV=229.95

VC=50.00'

e=0.03'

r=0.80

E P

VT

ST

A 100

+13.8

1

E

LE

V=

230.3

5

E

P

S

ST

A 100

+93.4

1

E

LE

V=

231.6

2

E

E

LE

V=

232.1

6

E

LLT

ST

A 102

+03.2

1

E

LE

V=

233.3

8

E

E

LE

V=

234.1

6

E P

VC

ST

A 102

+75.0

0

E

LE

V=

234.5

3

L

PVI STA 103+25.00

ELEV=235.32

VC=100.00'

e=-0.01'

r=-0.08E P

VT

ST

A 103

+75.0

0

E

LE

V=

236.0

9

1.199%

1.599%

1.523%

228.95

229.48

230.13

230.82

231.49

232.31

233.03

233.85

234.64

235.47

236.29

237.06

228.9

5

229.4

8

230.1

4

230.9

3

231.7

3

232.5

3

233.3

3

234.1

3

234.9

2

235.7

0

236.4

7

237.2

3

PIT

O

ST

A 101

+27.0

5

P

S

ST

A 102

+52.3

3

W

ES

TB

OU

ND

TR

AC

K

P

VC

ST

A 99

+63.8

1

M

AT

CH

EXIS

TIN

G

EXI

ST

TO

R

PR

OP

TO

R

P

S

ST

A 104

+02.3

3

W

ES

TB

OU

ND

TR

AC

K

E

LE

V=

236.5

0

E

LLT

ST

A 104

+51.4

6

E

LE

V=

237.2

5

E

EXIST TOR

EXIST GROUND


T-134

3518

0

BDH

SJS

AS NOTED

N

20020 10

SCALE: 1"=20'-0"

TR

AC

K

3 4

NONE

5883422-s-rr-pln134

MA

TC

H

LIN

E -

SE

E

DW

G

T-

133

MA

TC

H

LIN

E -

SE

E

DW

G

T-

135

RE

PL

AC

EM

EN

T

PL

AN & P

RO

FIL

E - T

RU

NK LIN

E E

AS

TB

OU

ND T

RA

CK

5883422-s-rr-pln134

227

228

228

228

228

228

228

228

229

229

229

xxxxxxx

MH

MH

MH

IRVIN

GT

ON

IRVINGTON OUTBOUND PLATFORM


RO

AD

E

E

PO

T

ST

A

98

+60.0

0

00

99+

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

WB

TRUNK LINE

EB

TRUNK LINE

220

230

240

250250

220

230

240

250250

97+5098+0099+0099+05

228.35

228.54

228.90

EXI

ST

TO

R

PR

OP

TO

R

EXIST TOR

EXIST GROUND

IRVINGTON AVE


T-135

3519

0

BDH

SJS

AS NOTED

20020 10

SCALE: 1"=20'-0"

N

TR

AC

K

4 4

NONE

5883422-s-rr-pln135

MA

TC

H

LIN

E -

SE

E

DW

G

T-

134

RE

PL

AC

EM

EN

T

PL

AN & P

RO

FIL

E - T

RU

NK LIN

E E

AS

TB

OU

ND T

RA

CK

5883422-s-rr-pln135

235

235

240

240

240

240

240245 245

245

245

245

245

245

233

234

236

236

237

237

237

237

237

237

238

238

238

238

238

239

239

239

241

241

241

241

242

242

242

242

243

243

243

243

244

244

244

244

246247

247

AVE.

S

S

MH

MH

S

S

S

S

HILLCREST RD.

SH

AD

EL

AN

D A

VE.

TU

RN

ER

EL

E

E

E

E

E

LLLLE

LE

E

E

E

E

E

E

E

E

L

E

E

E

113+00

114+00

115+00

PS

ST

A

112

+64.4

7

PC

ST

A 113

+35.1

0

PT

ST

A 113+

79.1

5

PC

ST

A 114+

44.1

5

PT

ST

A 114

+89.0

8

PO

T

ST

A 115

+39.0

0

PIT

O

ST

A

112

+86.5

5

L = 49.92'

L = 65.00'

Eu = 0.153"

Ea = 0.000"

Lc = 44.93'

T = 22.49'

R =750.00'

V = 5 MPH

SIDING - 2

Eu = 0.572"

Ea = 0.000"

Lc = 44.05'

T = 22.35'

R =200.00'

V = 5 MPH

SIDING - 1

CLEAR POINT

CAPACITY FROM

185' STORAGE

12'

@

PS

11.6

2'

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

SIDING

SIDING

TRUNK LINE WB

MEDIA WB

WB

SHARON HILL

TRUNK LINE EB

MEDIA EB

SHARON HILL EB

230

240

250

260260

230

240

250

260260

112+50113+00114+00115+00116+00

SIDING TRACK

TPF-LLT PITO-TPF PS-PITO

NO. 6 RH T/O FROM SHARON HILL

239.42

237.76

238.20

237.86

E P

OT

ST

A 115

+39.0

0

E

LE

V=

236.6

8

EXIST GROUNDPROP TOR

PR

OP

TO

R

EXI

ST

GR

ND

E

E

VT

ST

A 112

+64.4

7

E

LE

V=

241.1

5

E

EV

T

ST

A 112

+86.5

5

E

LE

V=

240.5

0

E

LLT

ST

A 113

+35.1

0

E

LE

V=

239.0

8

E

P

VC

ST

A 113

+35.5

0

E

LE

V=

239.0

7

L

PVI STA 113+63.00

ELEV=238.27

VC=55.00'

e=0.17'

r=4.59

E P

VT

ST

A 113

+90.5

0

E

LE

V=

238.1

6

E P

VC

ST

A 114

+30.0

0

E

LE

V=

238.0

0

L

PVI STA 114+55.00

ELEV=237.90

VC=50.00'

e=-0.07'

r=-2.11

E E

LE

V=

237.5

4

-2.92%

-0.40%

-1.45%

240.1

1

238.7

0

238.1

2

237.8

8

237.2

5

237.25

P

VT

ST

A 114

+80.0

0

M

AT

CH

EXIS

TIN

G

EXISTING TOR EXISTING GRND

EXIST TOR

T-142

3520

0

BDH

SJS

AS NOTED

N

20020 10

SCALE: 1"=20'-0"

TR

AC

K

1 1

NONE

5883422-s-rr-pln142

RE

PL

AC

EM

EN

T

PL

AN & P

RO

FIL

E - SIDIN

G T

RA

CK

5883422-s-rr-pln142

131

131

132

133

134

135

136

137

136

138

137

139

140

141

141

140

142

141

140

139

138

131

131

132

133

134

135

136

137

136

138

137

139

140

141

141

140

142

141

140

139

138

TSC

MH

MH

BYWOOD INBOUND PLATFORM


AV

ON R

OA

D

MH

GARRETT ROAD

AVE.BYWOOD

AVE.

SE

LL

ERS

RO

AD

HU

NTL

EY

PS

ST

A

29

+15.5

7

L = 100.00'L = 165.41'

33+00 32+00 30+00 29+0033+00 32+00 31+00 30+00 29+00

L = 100.00'L = 165.41'

PO

T

ST

A

33

+60.0

0

EL

E L E L

PS

ST

A

28

+75.5

7

PIT

O

ST

A

29

+49.2

1

LLE

ST

A

31

+94.5

9

00°

02'

02"

AN

GLE

POIN

T

ST

A

30

+94.5

9

00°

08'

15"

AN

GLE

POIN

T

L = 382.44'

@

PI

11.2

2'

@

PI

11.2

6'

@

PI

11.5'

MA

TC

H

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

BYWOOD WB

BYWOOD EB

PROP TOR

AVON ROAD

120

130

140

150150

120

130

140

150150

28+89

29+0030+0031+0032+0033+0034+00

BYWOOD WESTBOUND

E

E

LE

V=

141.0

4

E

P

VC

ST

A 29

+47.9

6

E

LE

V=

140.5

6

E

PIT

O

ST

A 29

+49.2

1

E

LE

V=

140.5

4

L

PVI STA 29+60.46

ELEV=140.37

VC=25.00'

e=-0.02'

r=-2.21

E P

VT

ST

A 29

+72.9

6

E

LE

V=

140.1

1

E

TP

F

ST

A 29

+90.8

8

E

LE

V=

139.7

4

E

LLT

ST

A 30

+25.3

7

E

LE

V=

139.0

4

E

E

LE

V=

138.0

3

E P

VC

ST

A 30

+90.0

0

E

LE

V=

137.7

1

L

PVI STA 31+15.00

ELEV=137.19

VC=50.00'

e=0.01'

r=0.39

E P

VT

ST

A 31

+40.0

0

E

LE

V=

136.7

3

E P

VC

ST

A 32

+00.0

0

E

LE

V=

135.6

1

L

PVI STA 32+25.00

ELEV=135.15

VC=50.00'

e=-0.03'

r=-0.94

E E

LE

V=

134.5

7

E

E

LE

V=

133.2

7

E

E

LE

V=

132.1

6

-1.503%

-2.055%

-1.858%

-2.331%

P

S

ST

A 30

+74.4

9

E

AS

TB

OU

ND

TR

AC

K

P

S

ST

A 29

+15.5

7

NO. 8 LH CROSSOVER

E P

OT

ST

A 33

+60.0

0

E

LE

V=

132.0

0

ST

A 33

+53.3

5

S

TA 33

+05.7

4

P

VT

ST

A 32

+50.0

0

M

AT

CH

EXIS

TIN

G

141.21

141.06

140.31

139.35

138.45

137.44

136.45

135.61

134.57

133.39

132.24

141.4

5

141.2

8

140.5

3

139.5

6

138.5

3

137.5

0

136.5

4

135.6

1

134.5

7

133.3

9

132.2

4

PR

OP

TO

R

EXI

ST

TO

R

EXIST TOR

EXIST GROUND

T-156

3521

0

BDH

SJS

AS NOTED

N

20020 10

SCALE: 1"=20'-0"

TR

AC

K

1 2

NONE

5883422-s-rr-pln156

MA

TC

H

LIN

E -

SE

E

DW

G

T-

157

RE

PL

AC

EM

EN

T

PL

AN & P

RO

FIL

E - B

YW

OO

D W

ES

TB

OU

ND T

RA

CK

5883422-s-rr-pln156

143145

144

145

144

143

144

144

144

144

144

143

144

143

142

143145

144

145

144

143

144

144

144

144

144

143

144

143

142

S

S S

MH

MH M

H

MH

MH

MH

MH

WA

LN

UT

ST.

GARRETT ROAD


WALNUT INBOUND PLATFORM

MH

MH

AVE.BYWOOD

EL

M A

VE.

AVE.

LA

RC

HW

OO

D

SP

RU

CE A

VE.

RO

AD

KIN

GS

TO

N

28+00 27+00 26+00

L = 112.15'

28+00 27+00 26+00

L = 100.00' L = 112.15'

PO

T

ST

A

25

+00.0

0

L E E

LE

PS

ST

A

28

+75.5

7

L E

PIT

O

ST

A

28

+41.9

3

L

ST

A

27

+12.1

5

00°

12'

36"

AN

GLE

POIN

T

ST

A 26

+12.1

5

00°

10'

02"

AN

GLE

POIN

T

L = 382.44'

@

PI

11.5'

@

PI

11.1

3'

MA

TC

H

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

BYWOOD WB

BYWOOD EB

NO. 8 RH CROSSOVER

WALNUT ST

0 - 3" ABOVE TOR

WESTBOUND WALNUT STATION

130

140

150

160160

130

140

150

160160

24+5025+0026+0027+0028+0028+89

BYWOOD WESTBOUND

E

E

LE

V=

144.2

2

E

P

VC

ST

A 25

+37.5

0

E

LE

V=

144.2

0

L

PVI STA 25+50.00

ELEV=144.18

VC=25.00'

e=-0.01'

r=-1.58

E

E

LE

V=

144.1

2

E P

VC

ST

A 26

+80.0

0

E

LE

V=

143.5

1

L

PVI STA 27+05.00

ELEV=143.38

VC=50.00'

e=-0.02'

r=-0.66

E

E

LE

V=

143.2

8

E P

VT

ST

A 27

+30.0

0

E

LE

V=

143.1

7

E

LLT

ST

A 27

+65.7

8

E

LE

V=

142.8

7

E

TP

F

ST

A 28

+00.2

7

E

LE

V=

142.5

8

E P

VC

ST

A 28

+18.1

9

E

LE

V=

142.4

3

L

PVI STA 28+30.69

ELEV=142.32

VC=25.00'

e=-0.02'

r=-2.63

E

PIT

O

ST

A 28

+41.9

3

E

LE

V=

142.1

5E

P

VT

ST

A 28

+43.1

9

E

LE

V=

142.1

3

-0.122%

-0.516%

-0.844%

-1.503%

E

LE

V=

141.6

5

E

P

S

ST

A 28

+75.5

7

P

S

ST

A 27

+16.6

5

E

AS

TB

OU

ND

TR

AC

K

P

VT

ST

A 25

+62.5

0

M

AT

CH

EXIS

TIN

G

PROP TOR

E P

OT

ST

A 25

+00.0

0

E

LE

V=

144.2

4

144.11

144.24

144.17

143.92

143.55

143.15

142.72

142.25

141.71

144.2

4

144.1

7

143.9

2

143.6

6

143.3

9

143.0

0

142.5

8

142.0

3

PR

OP

TO

R

EXI

ST

TO

R

S

TA 25

+15.5

2

EXIST TOR

EXIST GROUND

T-157

3522

0

BDH

SJS

AS NOTED

N

20020 10

SCALE: 1"=20'-0"

TR

AC

K

2 2

NONE

5883422-s-rr-pln157

MA

TC

H

LIN

E -

SE

E

DW

G

T-

156

RE

PL

AC

EM

EN

T

PL

AN & P

RO

FIL

E - B

YW

OO

D W

ES

TB

OU

ND T

RA

CK

5883422-s-rr-pln157

131

131

132

133

134

135

136

137

136

138

137

139

140

141

141

140

142

141

140

139

138

131

131

132

133

134

135

136

137

136

138

137

139

140

141

141

140

142

141

140

139

138

TSC

MH

MH

BYWOOD INBOUND PLATFORM


AV

ON R

OA

D

MH

GARRETT ROAD

AVE.BYWOOD

AVE.

SE

LL

ERS

RO

AD

HU

NTL

EY

PIT

O

ST

A

30

+40.8

5

L = 145.80'

LE

E L L L

E L

E

MA

TC

H

EXIS

TIN

G

PO

T

ST

A

33

+60.0

0

29+00

30+00

31+0032+0033+00

PS

ST

A

30

+74.4

9

ST

A

32

+14.2

0

00º

02'

41"

AN

GLE

POIN

T

L = 714.20'

@

PI

11.2

2'

@

PI

11.2

6'

@

PI

11.5'

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

BYWOOD WB

BYWOOD EB

PROP TOR

AVON ROAD

0 - 3.25" ABOVE TOR

EASTBOUND AVON STATION

120

130

140

150150

120

130

140

150150

28+89

29+0030+0031+0032+0033+0034+00

BYWOOD EASTBOUND

E

E

LE

V=

141.0

4

E P

VC

ST

A 29

+47.9

6

E

LE

V=

140.5

6

L

PVI STA 29+60.46

ELEV=140.37

VC=25.00'

e=-0.02'

r=-2.21

E

LLT

ST

A 29

+64.7

0

E

LE

V=

140.2

8

E P

VT

ST

A 29

+72.9

6

E

LE

V=

140.1

1

E

PIT

O

ST

A 30

+40.8

5

E

LE

V=

138.7

2

E

E

LE

V=

138.0

3

E P

VC

ST

A 31

+75.0

0

E

LE

V=

135.9

6

L

PVI STA 32+00.00

ELEV=135.45

VC=50.00'

e=-0.01'

r=-0.28

E E

LE

V=

134.9

0

E P

OT

ST

A 32

+73.7

5

E

LE

V=

133.8

3

E

E

LE

V=

133.2

4

E

E

LE

V=

132.3

0

-1.503%

-2.055%

-2.196%

NO. 8 LH CROSSOVER

P

S

ST

A 29

+15.5

7

W

ES

TB

OU

ND

TR

AC

K

P

S

ST

A 30

+74.4

9

P

VT

ST

A 32

+25.0

0

M

AT

CH

EXIS

TIN

G

141.43

141.28

140.48

139.49

138.46

137.37

136.40

135.44

134.35

133.34

132.37

EXI

ST

TO

R

141.4

5

141.2

8

140.5

3

139.5

6

138.5

3

137.5

0

136.4

7

135.4

4

134.3

5

PR

OP

TO

R

S

TA 33

+53.5

2

S

TA 33

+06.1

3

EXIST TOR

EXIST GROUND

T-166

3523

0

BDH

SJS

AS NOTED

N

20020 10

SCALE: 1"=20'-0"

TR

AC

K

1 2

NONE

5883422-s-rr-pln166

MA

TC

H

LIN

E -

SE

E

DW

G

T-

167

RE

PL

AC

EM

EN

T

PL

AN & P

RO

FIL

E - B

YW

OO

D E

AS

TB

OU

ND T

RA

CK

5883422-s-rr-pln166

143145

144

145

144

143

144

144

144

144

144

143

144

143

142

143145

144

145

144

143

144

144

144

144

144

143

144

143

142

S

S S

MH

MH M

H

MH

MH

MH

MH

WA

LN

UT

ST.

GARRETT ROAD


WALNUT INBOUND PLATFORM

MH

MH

AVE.BYWOOD

EL

M A

VE.

AVE.

LA

RC

HW

OO

D

SP

RU

CE A

VE.

RO

AD

KIN

GS

TO

N

PS

ST

A

27

+16.6

5

L = 714.20'

L L L E

L E E

E

PO

T

ST

A

25

+00.0

0

26+0027+0028+00

PIT

O

ST

A

27

+50.2

9

@

PI

11.5'

@

PI

11.1

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

BYWOOD WB

BYWOOD EB

PROP TOR

WALNUT ST

NO. 8 RH CROSSOVER

130

140

150

160160

130

140

150

160160

24+5025+0026+0027+0028+0028+89

BYWOOD EASTBOUND

E

E

LE

V=

144.2

1

E E

LE

V=

144.0

9

L

PVI STA 26+25.00

ELEV=144.06

VC=50.00'

e=-0.04'

r=-1.40

E P

VT

ST

A 26

+50.0

0

E

LE

V=

143.8

4

E

E

LE

V=

143.2

8

E

PIT

O

ST

A 27

+50.2

9

E

LE

V=

143.0

0

E P

VC

ST

A 28

+18.1

9

E

LE

V=

142.4

3

E

LLT

ST

A 28

+26.4

5

E

LE

V=

142.3

5

L

PVI STA 28+30.69

ELEV=142.32

VC=25.00'

e=-0.02'

r=-2.64

E P

VT

ST

A 28

+43.1

9

E

LE

V=

142.1

3

-0.144%

-0.844%

-1.503%

P

S

ST

A 27

+16.6

5

P

VC

ST

A 26

+00.0

0

M

AT

CH

EXIS

TIN

G

E

P

S

ST

A 28

+75.5

7

W

ES

TB

OU

ND

TR

AC

K

E

LE

V=

141.6

5

E P

OT

ST

A 25

+00.0

0

E

LE

V=

144.2

0

144.15

144.20

144.16

143.94

143.57

143.18

142.75

142.39

141.90

144.2

0

144.1

6

144.0

9

143.8

4

143.4

2

143.0

0

142.5

8

142.0

3

EXI

ST

TO

R

PR

OP

TO

R

S

TA 25

+15.5

8

EXIST TOR

EXIST GROUND

T-167

3524

0

BDH

SJS

AS NOTED

N

20020 10

SCALE: 1"=20'-0"

TR

AC

K

2 2

NONE

5883422-s-rr-pln167

MA

TC

H

LIN

E -

SE

E

DW

G

T-

166

RE

PL

AC

EM

EN

T

PL

AN & P

RO

FIL

E - B

YW

OO

D E

AS

TB

OU

ND T

RA

CK

5883422-s-rr-pln167

T-301

3525

11

0

BDH

SJS

AS NOTED

TR

AC

K

1

NONE

5883422-s-rr-xsc301

10010 5

SCALE: 1"=10'-0"

RE

PL

AC

EM

EN

T

TR

AC

K C

RO

SS S

EC

TIO

NS

5883422-s-rr-xsc301

120

130

140

150

160

0 10 20 30 40 50-10-20-30-40-50120

130

140

150

160

120

130

140

150

160

0 10 20 30 40 50-10-20-30-40-50120

130

140

150

160

120

130

140

150

160

0 10 20 30 40 50-10-20-30-40-50120

130

140

150

160

120

130

140

150

160

0 10 20 30 40 50-10-20-30-40-50120

130

140

150

160

120

130

140

150

160

0 10 20 30 40 50-10-20-30-40-50

27+00

120

130

140

150

160

120

130

140

150

160

0 10 20 30 40 50-10-20-30-40-50

27+50

120

130

140

150

160

TRACK

�TRACK

�

TRACK

�TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�TRACK

�

TRACK

�TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

EAST

BYWOOD

WEST

BYWOOD

EAST

BYWOOD

WEST

BYWOOD

EAST

BYWOOD

WEST

BYWOOD

EAST

BYWOOD

WEST

BYWOOD

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

TRACK

�

BYWOOD

EASTTRACK

�

BYWOOD

WEST

TRACK

�

BYWOOD

WESTTRACK

�

BYWOOD

EAST

El 142.92 El 142.91

El 142.25 El 142.23

El 141.72 El 141.70

El 141.30 El 141.30 (EXCAVATION ELEVATION)

EXISTING PLATFORMPROPOSED OCS (TYP)

EXISTING OCS (TYP)

EXISTING PLATFORM

EXISTING PLATFORM

(GROUND ELEVATION)

WESTBOUND WALNUT ST. STATION

26+00


25+50


26+50

WALNUT STREET GRADE CROSSING

25+00

PA

VE

ME

NT

ED

GE

OF

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

T-302

3526

11

0

BDH

SJS

AS NOTED

10010 5

SCALE: 1"=10'-0"

TR

AC

K

2

NONE

5883422-s-rr-xsc302

RE

PL

AC

EM

EN

T

TR

AC

K C

RO

SS S

EC

TIO

NS

5883422-s-rr-xsc302

120

130

140

150

160

0 10 20 30 40 50-10-20-30-40-50

28+00

120

130

140

150

160

120

130

140

150

160

0 10 20 30 40 50-10-20-30-40-50

28+50

120

130

140

150

160

120

130

140

150

160

0 10 20 30 40 50-10-20-30-40-50

29+00

120

130

140

150

160

120

130

140

150

160

0 10 20 30 40 50-10-20-30-40-50

29+50

120

130

140

150

160

120

130

140

150

160

0 10 20 30 40 50-10-20-30-40-50

30+00

120

130

140

150

160

120

130

140

150

160

0 10 20 30 40 50-10-20-30-40-50

30+50

120

130

140

150

160

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

EAST

BYWOOD

WEST

BYWOOD

EAST

BYWOOD

WEST

BYWOOD

EAST

BYWOOD

WEST

BYWOOD

EAST

BYWOOD

WEST

BYWOOD

EAST

BYWOOD

WEST

BYWOOD

EAST

BYWOOD

WEST

BYWOOD

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

El 142.00 El 142.00

El 141.33 El 141.20

El 140.80 El 140.84

El 140.00 El 140.00

El 139.00 El 138.95

El 138.00 El 137.93

El 140.88 El 140.88

El 140.33 El 140.33

El 139.58 El 139.58

El 138.83 El 138.83

El 137.86 El 137.86

El 136.83 El 136.83

(EXCAVATION ELEVATION)

EXIST OCS (TYP)

PROPOSED OCS (TYP)

(GROUND ELEVATION)

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

T-303

3527

11

0

BDH

SJS

AS NOTED

10010 5

SCALE: 1"=10'-0"

TR

AC

K

3

NONE

5883422-s-rr-xsc303

RE

PL

AC

EM

EN

T

TR

AC

K C

RO

SS S

EC

TIO

NS

5883422-s-rr-xsc303

120

130

140

150

160

0 10 20 30 40 50-10-20-30-40-50

31+00

120

130

140

150

160

120

130

140

150

160

0 10 20 30 40 50-10-20-30-40-50120

130

140

150

160

120

130

140

150

160

0 10 20 30 40 50-10-20-30-40-50120

130

140

150

160

120

130

140

150

160

0 10 20 30 40 50-10-20-30-40-50120

130

140

150

160

120

130

140

150

160

0 10 20 30 40 50-10-20-30-40-50120

130

140

150

160

120

130

140

150

160

0 10 20 30 40 50-10-20-30-40-50120

130

140

150

160

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

EAST

BYWOOD

WEST

BYWOOD

EAST

BYWOOD

WEST

BYWOOD

EAST

BYWOODWEST

BYWOOD

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

PA

VE

ME

NT

ED

GE

OF

TRACK

�

BYWOOD

EAST

TRACK

�

BYWOOD

EAST

TRACK

�

BYWOOD

EAST

BYWOOD

WESTTRACK

�

BYWOOD

WESTTRACK

�

BYWOOD

WESTTRACK

�

El 136.99 El 136.96

El 135.80 El 135.81(EXCAVATION ELEVATION)

EXIST OCS (TYP)

EXISTING PLATFORM

EXISTING PLATFORM

EXISTING PLATFORM

(GROUND ELEVATION)

EASTBOUND AVON ROAD STATION

32+00


31+50


32+50

AVON ROAD GRADE CROSSING

33+50

EXISTING PLATFORM


33+00

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

T-304

3528

11

0

BDH

SJS

AS NOTED

10010 5

SCALE: 1"=10'-0"

TR

AC

K

4

NONE

5883422-s-rr-xsc304

RE

PL

AC

EM

EN

T

TR

AC

K C

RO

SS S

EC

TIO

NS

5883422-s-rr-xsc304

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50

100+00

220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50

100+50

220

230

240

250

260

220

230

240

250

0 10 20 30 40 50-10-20-30-40-50

101+00

220

230

240

250

260

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

EAST

TRUNK

WEST

TRUNK

EAST

TRUNK

WEST

TRUNK

EAST

TRUNK

WEST

TRUNK

TRUNK

EASTTRACK

�

TRUNK

WESTTRACK

�

TRUNK

EASTTRACK

�

TRUNK

WESTTRACK

�

TRUNK

WESTTRACK

�

TRUNK

EASTTRACK

�

El 229.54 El 229.58

El 230.31 El 230.28

El 231.02 El 230.99

El 228.44 El 228.48

El 229.23 El 229.23

El 230.03 El 230.03 (EXCAVATION ELEVATION)

EXISTING PLATFORM

EXISTING PLATFORM

EXISTING PLATFORM

EXIST OCS (TYP)

PROPOSED OCS (TYP)

EASTBOUND IRVINGTON STATION

99+50


99+00


98+60

(GROUND ELEVATION)

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

T-305

3529

11

0

BDH

SJS

AS NOTED

10010 5

SCALE: 1"=10'-0"

TR

AC

K

5

NONE

5883422-s-rr-xsc305

RE

PL

AC

EM

EN

T

TR

AC

K C

RO

SS S

EC

TIO

NS

5883422-s-rr-xsc305

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50

101+50

220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50

102+00

220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50

102+50

220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50

103+00

220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50

103+50

220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50

104+00

220

230

240

250

260

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

EAST

TRUNK

WEST

TRUNK

EAST

TRUNK

WEST

TRUNK

EAST

TRUNK

WEST

TRUNK EAST

TRUNK

WEST

TRUNK

EAST

TRUNK

WEST

TRUNK

EAST

TRUNK

WEST

TRUNK

El 231.76 El 231.76

El 232.51 El 232.61

El 233.28 El 233.45

El 234.08 El 234.27

El 234.93 El 235.09

El 235.89 El 235.99

El 230.83 El 230.83

El 231.63 El 231.63

El 232.43 El 232.43

El 233.22 El 233.22

El 234.00 El 234.00

El 234.77 El 234.77


EXIST OCS (TYP)

PROPOSED OCS (TYP)

(GROUND ELEVATION)

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

T-306

3530

11

0

BDH

SJS

AS NOTED

10010 5

SCALE: 1"=10'-0"

TR

AC

K

6

NONE

5883422-s-rr-xsc306

RE

PL

AC

EM

EN

T

TR

AC

K C

RO

SS S

EC

TIO

NS

5883422-s-rr-xsc306

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50

104+50

220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50

105+00

220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50

105+50

220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50

106+00

220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50

106+50

220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50

107+00

220

230

240

250

260

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

EAST

TRUNK

WEST

TRUNK

EAST

TRUNK

WEST

TRUNK

EAST

TRUNK

WEST

TRUNK EAST

TRUNK

WEST

TRUNK

EAST

TRUNK

WEST

TRUNK

EAST

TRUNK

WEST

TRUNK

El 236.54 El 236.70

El 237.35 El 237.34

El 238.14 El 237.90

El 238.79 El 238.84

El 239.57 El 239.57

El 240.21 El 240.46

El 235.53 El 235.53

El 236.29 El 236.29

El 237.05 El 237.05

El 237.81 El 237.81

El 238.58 El 238.57

El 239.33 El 239.33


EXIST OCS (TYP)

PROPOSED OCS (TYP)

(GROUND ELEVATION)

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

T-307

3531

11

0

BDH

SJS

AS NOTED

10010 5

SCALE: 1"=10'-0"

TR

AC

K

7

NONE

5883422-s-rr-xsc307

RE

PL

AC

EM

EN

T

TR

AC

K C

RO

SS S

EC

TIO

NS

5883422-s-rr-xsc307

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50

107+50

220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50

108+00

220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50

108+50

220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50

109+00

220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50220

230

240

250

260

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

EAST

TRUNK

WEST

TRUNK

EAST

TRUNK

WEST

TRUNK

EAST

TRUNK

WEST

TRUNK WEST

TRUNK

EAST

TRUNK

EAST

TRUNK

WEST

TRUNK

EAST

TRUNK

WEST

TRUNK

DREXEL HILL JUNCTION STATION

109+50

DREXEL HILL JUNCTION STATION

110+00

El 241.04 El 241.26

El 241.89 El 241.93

El 242.66 El 242.73

El 243.31 El 243.46

El 240.08 El 240.09

El 240.83 El 240.85

El 241.57 El 241.61

El 242.32 El 242.36


EXISTING PLATFORM (TYP)

EXISTING PLATFORM (TYP)

EXIST OCS (TYP)

(GROUND ELEVATION)

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

T-308

3532

11

0

BDH

SJS

AS NOTED

10010 5

SCALE: 1"=10'-0"

TR

AC

K

8

NONE

5883422-s-rr-xsc308

RE

PL

AC

EM

EN

T

TR

AC

K C

RO

SS S

EC

TIO

NS

5883422-s-rr-xsc308

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50

111+00

220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50

111+50

220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50-10-20-30-40-50

112+00

220

230

240

250

260

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

WEST

SHARON

EAST

SHARON

EAST

SHARON

WEST

SHARON

WEST

MEDIA

EAST

SHARON WEST

SHARON

EAST

MEDIA

EAST

SHARON

WEST

SHARON

EAST

MEDIAWEST

MEDIA

SHADELAND AVE GRADE CROSSING

110+50

El 243.78 El 243.79

El 242.68

TRACK EXCAVATION ELEVATION

SHARON HILL EAST

SHARON HILL WEST

MEDIA EAST

MEDIA WEST

SIDING TRACK

N/A

N/A

N/A N/A

242.92'

243.06'

243.03'

243.05'

241.96'

241.96'



SHARON HILL EAST

SHARON HILL WEST

MEDIA EAST

MEDIA WEST

SIDING TRACK

N/A

N/A N/A

241.94'

241.95'

242.03'

240.94'

241.01'

241.97'

240.97'

El 242.68

EXIST OCS (TYP)

PROPOSED OCS (TYP)

GROUND ELEVATION

GROUND ELEVATION

(GROUND ELEVATION)

NOTES:

TO THE BASELINE TRACK.

ELEVATIONS SHOWN ARE ALONG THE CUT LINE WHICH IS PERPENDICULAR1.

ï»¿ELEVATIONS AT TRAC


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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

T-309

3533

11

0

BDH

SJS

AS NOTED

10010 5

SCALE: 1"=10'-0"

TR

AC

K

9

NONE

5883422-s-rr-xsc309

RE

PL

AC

EM

EN

T

TR

AC

K C

RO

SS S

EC

TIO

NS

5883422-s-rr-xsc309

220

230

240

250

260

0 10 20 30 40 50 60 70 80-10-20-30-40

112+50

220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50 60 70 80-10-20-30-40

113+00

220

230

240

250

260

220

230

240

250

260

0 10 20 30 40 50 60 70 80-10-20-30-40

113+50

220

230

240

250

260

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

MEDIA EAST MEDIA WEST



SHARON EAST

SIDING

SIDINGSHARON EAST

WEST

SHARON

EAST

SHARONWEST

SHARON

WEST

SHARON


SHARON HILL EAST

SHARON HILL WEST

MEDIA EAST

MEDIA WEST

SIDING TRACK

237.87'

238.02'

239.12'

239.18'

236.76'

236.98'


SHARON HILL EAST

SHARON HILL WEST

MEDIA EAST

MEDIA WEST

SIDING TRACK N/A

239.32'

239.36'

239.78'

240.23'

238.20'

238.50'


SHARON HILL EAST

SHARON HILL WEST

MEDIA EAST

MEDIA WEST

SIDING TRACK N/A N/A

240.75'

240.76'

240.54'

241.10'

239.63'

239.94'

237.75' 236.90'

238.24'

238.05'

239.43'

239.02'

238.87'

239.98'

239.97'

(TYP)

EXIST OCS

PROPOSED OCS (TYP)

GROUND ELEVATION

GROUND ELEVATION

GROUND ELEVATION

NOTES:






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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

T-310

3534

1110

0

BDH

SJS

AS NOTED

10010 5

SCALE: 1"=10'-0"

TR

AC

K

NONE

5883422-s-rr-xsc310

RE

PL

AC

EM

EN

T

TR

AC

K C

RO

SS S

EC

TIO

NS

5883422-s-rr-xsc310

220

230

240

250

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180-10-20-30-40

114+00

220

230

240

250

220

230

240

250

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180-10-20-30-40

114+50

220

230

240

250

220

230

240

250

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180-10-20-30-40

115+00

220

230

240

250

220

230

240

250

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180-10-20-30-40220

230

240

250

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�TRACK

�

TRACK

�

TRACK

�

MEDIA EASTTRACK

�

MEDIA WEST


TRACK

�


TRACK

�

TRACK

�

SIDING

TRACK

�

SIDING

SIDING

TRACK

�

TRACK

�

TRACK

�

TRACK

�

WEST

SHARON

SHARON

EAST

SHARON

EAST

SHARON

EAST

SHARON

EAST

TURNER AVE GRADE CROSSING

115+40

SHARON

WESTTRACK

�

SHARON

WESTTRACK

�

SHARON

WESTTRACK

�

MEDIA

EASTTRACK

�

MEDIA

WESTTRACK

�

El 236.55El 237.80El 238.09 El 238.24

El 237.96 El 237.52El 237.74

El 236.93 El 237.40 El 237.06

El 235.49

El 237.45 El 237.25

El 236.69 El 236.42

El 236.09 El 235.82

El 236.40

El 236.10

El 235.39


EXIST OCS (TYP)

PROPOSED OCS (TYP)

(GROUND ELEVATION)

NOTES:



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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

T-311

3535

1111

0

BDH

SJS

AS NOTED

10010 5

SCALE: 1"=10'-0"

TR

AC

K

NONE

5883422-s-rr-xsc311

RE

PL

AC

EM

EN

T

TR

AC

K C

RO

SS S

EC

TIO

NS

5883422-s-rr-xsc311

220

230

240

250

0 10 20 30 40 50 60-10-20-30220

230

240

250

220

230

240

250

0 10 20 30 40 50 60-10-20-30

116+50

220

230

240

250

220

230

240

250

0 10 20 30 40 50 60-10-20-30

117+00

220

230

240

250

220

230

240

250

0 10 20 30 40 50 60-10-20-30

117+20

220

230

240

250

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

TRACK

�

MEDIA

WEST

MEDIA

EAST

MEDIA

EASTMEDIA

WEST

MEDIA

EASTMEDIA

WEST

MEDIA

EASTMEDIA

WEST

EXIST OCS (TYP)

TURNER AVE GRADE CROSSING

116+00

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.:



EM&C DIVISION

COMPUTER FILE NO.:

DATE P

RIN

TE

D:3/24/2015

215-568-6500


Suite 1700

1650 Arch Street

HNTB Corporation




SYSTEM SAFETY



PROJECT MANAGER

GEC12-H-22

UP

PE

R D

AR

BY,

PA

101/1

02

RAIL

3/25/2015

ENGINEERING, MAINTENANCE, AND CONSTRUCTION UPPER … 3... · engineering, maintenance, and...

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Transcript of ENGINEERING, MAINTENANCE, AND CONSTRUCTION UPPER … 3... · engineering, maintenance, and...