1-2 PROJECT PLANS.pdf

PDF 12 MB Posted Oct 4, 2026

Attached to: Centerpoint South Commerce and Trade Park - L&S Railroad Spur Construction Project
Solicitation number: Not on record
Issued by: Luzerne County, Pennsylvania

About this file

Written by GovTribe AI · Oct 5, 2026

This document is a project plans file for the Centerpoint South Commerce and Trade Park L&S Railway Spur Construction Project in Jenkins Township, Luzerne County, Pennsylvania, involving MERICLE RIVER ROAD, LLC and VIA RAIL ENGINEERING INC. The project consists of the construction of a new approximately 0.5-mile rail spur with a mainline turnout connecting to the existing L&S Railway. The scope includes construction of Track "A" spanning approximately 23,000 linear feet with detailed plan and profile sheets, typical construction details, and cross-sections at multiple stations. The project incorporates three horizontal curves (C1, C2, C3), three grade crossings with precast concrete panels at MP 4.21 River Road (DOT #361564E), multiple utility crossings including proposed storm and sanitary drainage systems, and various existing utility relocations. The plans are issued for construction as of September 29, 2026, and include comprehensive specifications for track materials, construction methods, and operating procedures. A pre-bid conference is scheduled for October 20, 2026, at 11:00 AM, with sealed bids due November 10, 2026, at 2:00 PM via the PennBid Program.

The project requires bidders to be PennDOT Prequalified with applicable capacity ratings, and bids shall be submitted on a unit price basis. Bid security is required in accordance with the Instructions to Bidders, and the successful bidder must provide a Performance Bond equal to 100% of the contract amount. Pennsylvania Prevailing Wage Rates are applicable to this contract. The project construction specifications comply with American Railway Engineering and Maintenance Association (AREMA) Manual for Railway Engineering and Norfolk Southern Railway Company specifications for privately owned industry tracks. Materials specified include new 115# rail sections minimum 31 feet in length, new 7"x9" AREMA Grade 4 timber crossties spaced 20 inches on center, new track spikes, and AREMA-standard turnout materials. Required submittals include material certifications for rail, crossties, ballast rock, subballast, and proof-rolling inspection reports. All work within 25 feet of the mainline track requires flagman monitoring, and 72-hour advance notice to the operating railroad is mandatory for any contractor work on railroad right-of-way.

View the file

Other files

File	Type	Posted
8-9 2366 Rec SD Plans (062724) jms.pdf	PDF	Oct 4, 2026
3-4 CPS Rail Minor Amend Appr Ltr (050626) tjf.pdf	PDF	Oct 4, 2026
6-7 2366 CPS PCSM 2nd Sub Set 030326.pdf	PDF	Oct 4, 2026
2-3 NPDES Permit PAG-02.pdf	PDF	Oct 4, 2026
7-8 CPS Rec LD Plan (121624) tjf.pdf	PDF	Oct 4, 2026
5-6 2366 CPS ESC 2nd Sub Set 030326.pdf	PDF	Oct 4, 2026
9-1.PROJECT MANUAL 10-4-26 (stamped).pdf	PDF	Oct 4, 2026
4-5 ES REPORT (012326).pdf	PDF	Oct 4, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

P ro je ct s\

E R

Je n k in s T o w n sh ip

P A

D es ig n

P la n P ro d u ct io n

M E

L E

G en er al

S h ee ts

.d g n

P M

B M cf ar la n d

SHEET #

SHEET

R E

W O

N L

U E

D F

O R

LEGEND:

PROPERTY BOUNDARY (OTHER)

MAPPED RIGHT OF WAY

REMOVE TRACK

FUTURE TRACK

PROPOSED INDUSTRY TRACK

PROPOSED RAILROAD TRACK

EXISTING INDUSTRY TRACK

EXISTING MAINLINE TRACK

P-01

P -0

SEPTEMBER 29, 2026

JENKINS TWP, LUZERNE COUNTY, PA

MP 4.21 - WB 2ND BRANCH

MERICLE COMMERCIAL REAL ESTATE

100% PLAN SET - ISSUED FOR CONSTRUCTION

M E

L E

C R

J E

N K

T W

P A

GENUINE BENEDETTO GUIDO NORTH ARROW G

ENUINE BENEDETTO GUIDO NORTH ARROW G

ENUINE BENEDETTO GUIDO NORTH ARROW

S C A L E I N F E E T

1600800 800

DRAWN BY:

CHECKED BY:

DATE:

DATE DESCRIPTIONBYREV. #

SCALE:

09/29/2026

CDS

BHM

AS SHOWN

VIA RAIL ENGINEERING INC. - PA

COVER SHEET

JENKINS TWP, LUZERNE COUNTY, PA

MERICLE COMMERCIAL REAL ESTATE

MP 4.21 - WB2ND BRANCH

G-01

E R R

20262443837

State of Pennsylvania

FROM FRA GRADE CROSSING DATABASE.

MAINLINE STATIONING AND MILEPOST ESTABLISHED 2.

RR R/W LINE PER CLIENT PROVIDED SURVEY.1.

-PROJECT NOTES-

RR MAKES UP TRAIN AND CONTINUES NORTHBOUND.4.

EMPTIES FROM TRK "A".

RR LOCAL ARRIVES NORTHBOUND AND PULLS UP TO 83.

DAY 2

CONTINUES SOUTHBOUND.

RR LOCAL RETURNS TO MAINLINE, MAKES UP TRAIN, AND 2.

8 LOADS ONTO TRK "A".

RR LOCAL ARRIVES SOUTHBOUND AND SHOVES UP TO1.

DAY ONE

-OPERATING PLAN- 2 DOW MANIFEST SERVICE:

LUZERNE COUTY, PA

PROJECT LOCATION

AND YIELD SIGNS

W/ FLASHING LIGHTS, CROSSBUCKS,

170' PRECAST CONCRETE PANEL CROSSING

MP 4.21 - RIVER RD - DOT# 361564E

PROP. TRK "A"

LUZERNE & SUSQUEHANNA MAINLINE - WB2ND BRANCH

To P

T S O

P O

R T

B O

W K

APPROVED13-Jul-2613-Jul-26#8 MAINLINE TURNOUT IN LIEU OF #10 MAINLINE TURNOUT: CONSTRAINED SITE

APPROVED9-Mar-2619-Feb-26

DIFFERENCE FROM MAINLINE TO CAR STORAGE AREA.

VERTICAL CURVES IN HORIZONTAL CURVES: CONSTRAINED SITE AND ELEVATION

APPROVED9-Mar-2619-Feb-26CURVES IN EXCESS OF 10°00': CONSTRAINED SITE

APPROVED

9-Mar-2619-Feb-26

MAINLINE TURNOUT LESS THAN 100' FROM AT GRADE CROSSING: CONSTRAINED SITE.

STATUS

CURRENT

DATE

APPROVED

DATE

REQUEST

VARIANCE

P ro je ct s\

E R

Je n k in s T o w n sh ip

P A

D es ig n

P la n P ro d u ct io n

M E

L E

G en er al

S h ee ts

.d g n

M /1

B M cf ar la n d

SHEET #

SHEET

R E

W O

N L

U E

D F

O R

DRAWN BY:

CHECKED BY:

DATE DESCRIPTIONBYREV. #

SCALE:

CDS

BHM

AS SHOWN

VIA RAIL ENGINEERING INC. - PA

CONSTRUCTION NOTES

GENERAL & TRACK

JENKINS TWP, LUZERNE COUNTY, PA

MERICLE COMMERCIAL REAL ESTATE

MP 4.21 - WB2ND BRANCH

G-02

RBM FROG, INCLUDE ADJUSTABLE BRACES, AND MACHINED PLATING (NO HOOK PLATES).

ALL TURNOUT MATERIAL SHALL BE NEW AREMA HEAVY INDUSTRIAL WITH 16+'-6" SWITCH POINTS, NEW STOCK RAILS, NEW 6.

ALL RAIL SECTIONS SHALL BE 115 NEW OR AREMA NO. 1 QUALITY RELAY, MINUMUM LENGTH OF 31' RAIL SECTIONS.5.

RAIL ANCHORS SHALL BE NEW, DRIVE-ON TYPE AND APPLIED PER NS PLAN 7-4.4.

TIE PLATES SHALL BE NEW OR RELAY DOUBLE SHOULDER, AREMA PLAN 8, AND COMPATIBLE WITH THE RAIL SECTION.3.

TRACK WORK CONSTRUCTION, SECTION 300 CROSS TIES.

TRACK SPIKES SHALL BE NEW 5/8"x6" CUT SPIKES AND APPLIED PER PennDOT BRFPW SUPPLEMENTAL CONDITIONS: 2.

REQUIRED FOR ALL INDUSTRY OWNED TRACK. IG TIES WILL NOT BE ALLOWED.

NEW 7"x9" AREMA GRADE 4 OR BETTER TIMBER CROSSTIES WITH SELECTIVE END PLATING (PLACED 20" O.C.) WILL BE 1.

TRACK CONSTRUCTION MATERIALS

PENNSYLVANIA 811 AT (800) 242-1776 OR ONLINE AT WWW.PA1CALL.ORG

FOR CURRENT LIST OF PERTINENT UTILITY CONTACTS IN THE CONSTRUCTION AREA, PLEASE CONTACT;1.

UTILITY COMPANY CONTACTS

REPRESENTATIVE.

10. NO FIELD CHANGES WILL BE PERMITTED WITHOUT DIRECT AUTHORIZATION FROM THE PROJECT ENGINEER OR HIS/HER

9. RAILROAD PROTECTIVE INSURANCE IS REQUIRED FOR ANY WORK PERFORMED WITHIN THE RAILROAD RIGHT-OF-WAY.

LINE ADJACENT TO THE MAINLINE SWITCH.

8. IN THE EVENT THAT AN ELECTRIC SERVICE METER DROP IS REQUIRED, THE SERVICE DROP WILL BE PLACED AT THE RIGHT-OF-WAY

7. UTILITIES SHALL BE MARKED PRIOR TO START OF SITE GRADING AND UTILITY COMPANIES NOTIFIED OF PROJECT START-UP DATE.

6. CONSTRUCTION PERMITS SHALL BE REQUIRED FOR ALL UTILITY CROSSINGS OR ENCROACHMENTS.

PROPERTY.

5. CONTRACTOR SHALL NOTIFY THE OPERATING RAILROAD 72 HOURS IN ADVANCE OF ANY WORK TO BE PERFORMED ON RAILROAD

4. ANY WORK WITHIN 25 FT. OF THE MAINLINE TRACK SHALL BE MONITORED AND PROTECTED BY A FLAGMAN.

RAILROAD AND SHALL BE OBSERVED BY A DESIGNATED RAILROAD REPRESENTATIVE WHEN REQUIRED.

3. NO WORK WILL BE PERFORMED BY A CONTRACTOR ON RAILROAD RIGHT-OF-WAY WITHOUT APPROVAL OF THE OPERATING

CONTRACTOR SHALL CONTACT THE ENGINEER FOR DETERMINATION.

THAT DISCREPANCIES ARISE BETWEEN THE NS SPECIFICATIONS, THE AREMA MANUAL AND THE CONSTRUCTION DOCUMENTS, THE

2. THE CONTRACTOR SHALL COMPLY WITH THE PLAN DESIGN DOCUMENTS AND DRAWING DETAILS FOR CONSTRUCTION. IN THE EVENT

SHALL COMPLY WITH ALL FEDERAL, STATE, COUNTY AND CITY LAWS AND ORDINANCES AND REGULATIONS.

RAILWAY COMPANY SPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF PRIVATELY OWNED INDUSTRY TRACKS. CONTRACTOR

ENGINEERING AND MAINTENANCE ASSOCIATION (AREMA) "MANUAL FOR RAILWAY ENGINEERING" AND THE NORFOLK SOUTHERN

1. IN GENERAL, THE PROPOSED RAILROAD INFRASTRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AMERICAN RAILWAY

GENERAL NOTES

7. PROOFROLLING INSPECTION REPORT

6. SUBGRADE MATERIAL CHARACTERISTICS AND COMPACTION REPORTS

5. SUBBALLAST MATERIAL CHARACTERISTICS, GRADATION, AND COMPACTION REPORTS

4. CROSSTIES AND SWITCH TIE CERTIFICATION

3. WASHED WALKWAY BALLAST ROCK DOCUMENTATION INCLUDING MATERIAL CHARACTERISTICS AND GRADATION

2. WASHED BALLAST ROCK DOCUMENTATION INCLUDING MATERIAL CHARACTERISTICS AND GRADATION

1. DOCUMENTATION OF RAIL, NEW OR AREMA No.1 RELAY

MINIMUM REQUIRED SUBMITTALS18.

NO RAIL JOINTS WITHIN 25' OF ANY GRADE CROSSING.17.

CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR ALL DETAILS PERTAINING TO TURNOUT GEOMETRY.16.

OF A 62 FOOT CHORD.

THE PROPOSED TRACK SURFACE MAY NOT DEVIATE MORE THAN 1/8 INCH FROM THE DESIGN PROFILE OF ANY RAIL AT THE MID-ORDINATE 15.

62 FOOT LINE ON TANGENT TRACK OR MORE THAN 1/8 INCH MID-OFFSET IN ANY 62 FOOT CHORD ON CURVED TRACK.

THE ALIGNMENT FOR THE PROPOSED TRACK SHALL NOT DEVIATE FROM UNIFORMITY MORE THAN 1/8 INCH AT THE MID-OFFSET IN ANY 14.

CONSTRUCTION. ANY QUESTIONS OR CONCERNS SHALL BE BROUGHT TO ENGINEERS ATTENTION IMMEDIATELY.

CONTRACTOR TO VERIFY EXISTING RAIL ELEVATION, GEOMETRY, AND SLOPE AT CONNECTION TO EXISTING TRACK PRIOR TO START OF 13.

ENGINEER PRIOR TO COMMENCEMENT OF ANY WORK.

ANY AND ALL DISCREPANCIES DISCOVERED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE TRACK DESIGN 12.

ARE TO BE APPROVED BY THE LOCAL RAILROAD REPRESENTATIVE.

SWITCH SLIDE PLATES AND SWITCH STAND SHALL BE ADJUSTED, LUBRICATED AND OPERATE SMOOTHLY. SWITCH STAND LOCATIONS 11.

BEEN CLEANED.

AND RUBBISH. TRACK PROJECT SHALL NOT BE CONSIDERED COMPLETE AND THE FINAL PAYMENT NOT MADE UNTIL THE PROJECT SITE HAS

PROJECT SITE CLEAN-UP IS REQUIRED UPON COMPLETION OF THE TRACK WORK. TRACK ZONE WILL BE MAINTAINED FREE OF ALL WASTE 10.

RAILROAD REPRESENTATIVE.

IT SHOULD BE UNDERSTOOD THAT THE FINAL APPROVAL OF THE TRACK FOR SERVICE IS SUBJECT TO INSPECTION BY THE OPERATING 9.

ALL TRACKS SHALL BE CONSTRUCTED TO THE ALIGNMENT AND GRADES SHOWN ON THE CONSTRUCTION DRAWINGS.8.

GRANULAR SIZE (AREMA 57) AND DRESSED ACCORDINGLY.

BALLAST DRESSED IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS. SHOULDER BALLAST FOR WALKWAYS SHALL BE OF SMALLER

BALLAST SHALL BE UNIFORMLY DISTRIBUTED AND THE TRACK RAISED, LINED, SURFACED AND TAMPED. THE FINISH SURFACE OF THE 7.

JOINT BAR BOLTS SHALL BE RE-TIGHTENED AFTER PLACEMENT OF RAIL ANCHORS.

JOINT BARS SHALL CONFORM TO THE RAIL SECTION, FULLY BOLTED WITH LOCK WASHERS AND NUT, AND BOLTS ALTERNATED IN DIRECTION. 6.

BASE OF THE RAIL.

TANGENT TRACK AND RADIALLY ON CURVES. TIES SHALL BE FULLY TIE-PLATED, FIT EVENLY ON THE SURFACE, AND SNUG AGAINST THE

CROSSTIES SHALL BE PLACED UNIFORMLY AND SPACED 20" O.C. TIES MUST BE LAID WITH HEART SIDE DOWN, SQUARE TO THE RAILS ON5.

RAIL ANCHORS SHALL NOT BE INSTALLED IMMEDIATELY ADJACENT TO RAIL JOINTS.4.

BE PROVIDED AT THE JOINTS BY USE OF APPROVED FIBER EXPANSION SOFTWOOD SHIMS.

RAIL SECTIONS SHALL BE MINIMUM 31' IN LENGTH AND LAID WITH STAGGERED JOINTS. PROPER ALLOWANCE FOR RAIL EXPANSION SHALL3.

CROWN RADIUS OF THE RAIL.

TRACKS SHALL BE LAID TO STANDARD GAGE 4' 8 - 1/2" ON TANGENT TRACK AND ON CURVES MEASURED AT A POINT 5/8" BELOW THE2.

COMPANY SPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF PRIVATELY OWNED INDUSTRY TRACKS FOR GRADATION REQUIREMENTS.

MUST MEET NS STANDARDS AND BE APPROVED PRIOR TO CONSTRUCTION. SEE SECTION 9.01 OF THE NORFOLK SOUTHERN RAILWAY

THE CONSTRUCTION DRAWINGS. SUBBALLAST SHALL BE COMPACTED TO 95% OF ITS MAXIMUM DRY DENSITY. SUBBALLAST MATERIAL

PRIOR TO TRACK CONSTRUCTION, SUBBALLAST SHALL BE BROUGHT TO GRADE AND SHALL BE SHAPED AND COMPACTED AS SHOWN ON1.

TRACK CONSTRUCTION

BMcfarland Image

BMcfarland Snapshot

TOP RIM

556.893

CL MHS

556.913

8' WIDE CONC. DOLLY PAD

T R K

7+ .9

P C

10+00

5+00

10+00

P ro je ct s\

E R

Je n k in s T o w n sh ip

P A

D es ig n

P la n P ro d u ct io n

M E

L E

P P

S h ee ts

.d g n

P M

B M cf ar la n d

SHEET #

SHEET

R E

W O

N L

U E

D F

O R

LEGEND:

PROPERTY BOUNDARY (OTHER)

MAPPED RIGHT OF WAY

REMOVE TRACK

FUTURE TRACK

PROPOSED INDUSTRY TRACK

PROPOSED RAILROAD TRACK

EXISTING INDUSTRY TRACK

EXISTING MAINLINE TRACK

10'

100'

S C A L E I N F E E T

200100 100

GENUINE BENEDETTO GUIDO NORTH ARROW GENUINE BENEDETTO GUIDO NORTH ARROW GENUINE BENEDETTO GUIDO NORTH ARROW

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00

550 550

560 560

570 570

580 580

590 590

DRAWN BY:

CHECKED BY:

DATE:

DATE DESCRIPTIONBYREV. #

SCALE:

09/29/2026

CDS

BHM

AS SHOWN

VIA RAIL ENGINEERING INC. - PA

STA 0+00 TO 12+00

TRACK "A" PLAN & PROFILE

JENKINS TWP, LUZERNE COUNTY, PA

MERICLE COMMERCIAL REAL ESTATE

MP 4.21 - WB2ND BRANCH

P-01

M A T

C H

E S

T A

E E S

H T P -0

M A

T C

H L

S T

S E

E S

H T

-0

ATTENTION IMMEDIATELY.

BE BROUGHT TO ENGINEERS'

QUESTIONS OR CONCERNS SHALL

OF CONSTRUCTION. ANY

EXISTING TRACK PRIOR TO START

SLOPE AT CONNECTION TO

RAIL ELEVATION, GEOMETRY, AND

CONTRACTOR TO VERIFY EXISTING

R E N o.

H H

P t.S w . 6

+6 0.

R K "A

LUZE

RNE

SUSQ

UEHANNA

NLI

C .L E

X C

R O

S S

.6 E

M A

E X

R C P

.9 E

M A

138.09'

13.18N o.

H H

O 5#

S U

P t.S w . 9 8+

M A

R K A

P R

O P C P P

S T A .3 T

R K A

E X R

R R /W

S T

R K

E X C P P

S T A

.3 T

R K

E X

C P

S T

R K

P R

O P E R T Y L

E N

D O

F R

R E

A S E

M E

N T

S T A .3 T

R K A

D S P D

E R

H H

T R

E D

G E E

X C

R O

S S

.3 E

M A

E D

G E E

X C

R O

S S

.8 E

M A

C /L

S U

T E D J

T S

.0 T R

T R

0+ .4

P T .6

T R

K A

C /L

S U

T E D J

T S

' C

T R

1+ .7

T R K

6+ .6

T R K

+0.03%

+2.52

P O

B S t.

S w

. 9

T R

M A

N o.

H H

T T

U L

A T

E D

C 5

1.66V/L =

150.00L =

Sag

D S

P D

E R

S T

.6 8 5 .4 t.

S w

F U

T N o

H T

+0.03%

EX. MAIN T/R

EX. GROUND

EX. GROUNDPROP. T/R

BASE OF RAIL

SUBGRADE

TOP OF

PROP. T/R - TRK "A"

STA 9+36.22 - EL 555.51'

EX. 18" CPP T.O.P.

STA 6+51.30 - EL 554.18'

EX. 24" CPP T.O.P.

STA 3+50.34 - EL 556.64

PROP. 12" CPP T.O.P.

A424.75693.41478.3483°12'29"12°00'00"C3

A247.43455.85478.3454°42'09"12°00'00"C2

A21.1142.2478.3405°03'17"12°00'00"C1

ALIGNMENTTANGENTLENGTHRADIUSDELTADcNO.

CURVE DATA

644 TF CLEAR

PROP. TRK "A" - 2,312 TF TOTAL

EX RR EASEMENT

EX. CULVERT (TYP.)

AND YIELD SIGNS

W/ FLASHING LIGHTS, CROSSBUCKS,

CROSSING

170' PRECAST CONCRETE PANEL

MP 4.21 - RIVER RD - DOT #361564E

PROPERTY LINE (TYP.)

EX. STORM (TYP.)

PROP. 18" SLCPP W/ FES

DRAINAGE DESIGN

NOTE: SEE SITE CIVIL PLANS FOR GRADING AND

PROP. 18" SLCPP W/ FES

CONSTRUCTION

NEW MAINLINE TRACK

BMcfarland Line

Line

P ro je ct s\

E R

Je n k in s T o w n sh ip

P A

D es ig n

P la n P ro d u ct io n

M E

L E

P P

S h ee ts

.d g n :1

M /1

B M cf ar la n d

SHEET #

SHEET

R E

W O

N L

U E

D F

O R

LEGEND:

PROPERTY BOUNDARY (OTHER)

MAPPED RIGHT OF WAY

REMOVE TRACK

FUTURE TRACK

PROPOSED INDUSTRY TRACK

PROPOSED RAILROAD TRACK

EXISTING INDUSTRY TRACK

EXISTING MAINLINE TRACK

12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00

560 560

570 570

580 580

590 590

600 600

DRAWN BY:

CHECKED BY:

DATE DESCRIPTIONBYREV. #

SCALE:

CDS

BHM

AS SHOWN

VIA RAIL ENGINEERING INC. - PA

+2.52

+0.00%

I 5 .0

T 5 .0

-1.68V/L =

150.00L =

Crest

/L X

EX. GROUND PROP. T/R

STA 12+78.01 - EL 566.44'

EX. 30" CPP T.O.P.

PROP. T/R - TRK "A"

SUBGRADE

TOP OF

BASE OF RAIL EX. GROUND

T R

15+00 20+0015+00 20+00

10'

100'

S C A L E I N F E E T

200100 100

GENUINE BENEDETTO GUIDO NORTH ARROW GENUINE BENEDETTO GUIDO NORTH ARROW GENUINE BENEDETTO GUIDO NORTH ARROW

STA 12+00 TO END

TRACK "A" PLAN & PROFILE

JENKINS TWP, LUZERNE COUNTY, PA

MERICLE COMMERCIAL REAL ESTATE

MP 4.21 - WB2ND BRANCH

P-02

M A T C

H L

E S

T A S

E E S

H T P -0

M A

T C

H L

S T

S E

E S

H T

-0

'32

C .L

' C

O N

C R

N E

L X

S T

C .L

' C

O N

C R

N E

L X

S T

E X

C P P

S T A

R K

T Y

P E

W A

B U

M P

P O

S T

B E

A V E

M E

N T

S T A .7 T

R K

D O F R R E

A +5 3.

T R K "A

C .L

. 3 2'

C O

N C

R E

N E

L X

S T

T R

E O

T S

T A

R K

(TYP.)

EX. CULVERT

T R

A424.75693.41478.3483°12'29"12°00'00"C3

ALIGNMENTTANGENTLENGTHRADIUSDELTADcNO.

CURVE DATA

644 TF CLEAR TOTAL

PROP. TRK "A" - 2,312 TF TOTAL

EX. STORM (TYP.) EX. SANITARY (TYP.)

EX. UGE (TYP.)

PROPERTY LINE (TYP.)

DRAIN TILE

PROP. 8" SLCPP

DRAINAGE DESIGN

NOTE: SEE SITE CIVIL PLANS FOR GRADING AND

W/ FES

SLCPP

PROP. 8"

DRAIN TILE

PROP. 8" SDR

PROP. 12" SLCPP W/FES

PROP. 18" SLCPP W/FES

SLCPP W/FES

PROP. 12"

BMcfarland Snapshot

BMcfarland Image

P ro je ct s\

E R

Je n k in s T o w n sh ip

P A

D es ig n

P la n P ro d u ct io n

M E

L E

G en er al

S h ee ts

.d g n

P M

B M cf ar la n d

SHEET #

SHEET

R E

W O

N L

U E

D F

O R

DRAWN BY:

CHECKED BY:

DATE DESCRIPTIONBYREV. #

SCALE:

CDS

BHM

AS SHOWN

VIA RAIL ENGINEERING INC. - PA

SHEET 1 OF 2

TYPICAL DETAILS

JENKINS TWP, LUZERNE COUNTY, PA

MERICLE COMMERCIAL REAL ESTATE

MP 4.21 - WB2ND BRANCH

TD-01

BMcfarland Image

P ro je ct s\

E R

Je n k in s T o w n sh ip

P A

D es ig n

P la n P ro d u ct io n

M E

L E

G en er al

S h ee ts

.d g n

P M

B M cf ar la n d

SHEET #

SHEET

R E

W O

N L

U E

D F

O R

DRAWN BY:

CHECKED BY:

DATE DESCRIPTIONBYREV. #

SCALE:

CDS

BHM

AS SHOWN

VIA RAIL ENGINEERING INC. - PA

SHEET 2 OF 2

TYPICAL DETAILS

JENKINS TWP, LUZERNE COUNTY, PA

MERICLE COMMERCIAL REAL ESTATE

MP 4.21 - WB2ND BRANCH

TD-02

BMcfarland Image

P ro je ct s\

E R

Je n k in s T o w n sh ip

P A

D es ig n

P la n P ro d u ct io n

M E

L E

G en er al

S h ee ts

.d g n

P M

B M cf ar la n d

SHEET #

SHEET

R E

W O

N L

U E

D F

O R

DRAWN BY:

CHECKED BY:

DATE DESCRIPTIONBYREV. #

SCALE:

CDS

BHM

AS SHOWN

VIA RAIL ENGINEERING INC. - PA

TRACK TYPICAL SECTIONS

JENKINS TWP, LUZERNE COUNTY, PA

MERICLE COMMERCIAL REAL ESTATE

MP 4.21 - WB2ND BRANCH

TS-01

CUT

FILL'2

(MIN.)

CUT

(MIN.)FILL

'10

'12VARIES

T R

'12

T R

TYPICAL SECTION - MAINLINE TIE-IN

0+00 TO 2+00

TYPICAL SECTION - TRACK "A"

2+00 TO 14+00

2:1

2:1 2:1

2.5%

2:1 2:1

2:1 2.5%

2:1

T R

PIPE O.D. +6" PIPE O.D. +6"2.5% 2.5%

TYPICAL SECTION - CAR STORAGE TYPICAL SECTION - CONCRETE PANEL CROSSING

2.0% 2.0%2.0%

2.0%

'10.25

'12

BOTTOM OF TIE (MIN.)

6" MIN. BALLAST FROM6" SUBBALLAST (TYP.)

7"x9"x8.5' TIMBER TIES

115#RAIL (MIN.)

BOTTOM OF TIE (MIN.)

6" MIN. BALLAST FROM

6" SUBBALLAST (TYP.)

OF EX. C.L. OF TRACK

DO NOT GRADE WITHIN 10'

115#RAIL (MIN.)

7"x9"x8.5' TIMBER TIES

115#RAIL (MIN.)

7"x9"x8.5' TIMBER TIES

115#RAIL (MIN.)

EITHER SIDE OF XING

5 TRANSITION TIES

7"x9"x10' TIMBER TIES

BELOW PIPE

4" COMPACTED AGGREGATE

SEE CIVIL PLANS

8" I.D. UNDER DRAIN

BELOW PIPE

4" COMPACTED AGGREGATE

SEE CIVIL PLANS

8" I.D. UNDER DRAIN

BOTTOM OF TIE

6" MIN. BALLAST FROM

6" SUBBALLAST (TYP.)

BOTTOM OF TIE

6" MIN. BALLAST FROM

6" SUBBALLAST (TYP.)

CIVIL PLANS

CONCRETE PER

DRAINABLE ROADBASE (TYP.)

EXPANSION JOINT (TYP)

AND CONCRETE

BETWEEN CROSSING PANELS

7" ASPHALT, MINIMUM WIDTH: 24"

DRAINABLE ROADBASE (TYP.)

CONCRETE CROSSING PANELS

BMcfarland Image

P ro je ct s\ M

E R

E Je n k in s T o w n sh ip P

L S

D es ig n \4

P la n P ro d u ct io n \2

E R

E X

S E

C S h ee ts .d g n

A M

B M cf ar la n d

SHEET #

SHEET

R E

W O

N L

U E

D F

O R

LEGEND:

PROPERTY BOUNDARY (OTHER)

MAPPED RIGHT OF WAY

REMOVE TRACK

FUTURE TRACK

PROPOSED INDUSTRY TRACK

PROPOSED RAILROAD TRACK

EXISTING INDUSTRY TRACK

EXISTING MAINLINE TRACK

DRAWN BY:

CHECKED BY:

DATE DESCRIPTIONBYREV. #

SCALE:

CDS

BHM

AS SHOWN

VIA RAIL ENGINEERING INC. - PA

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

540 540

545 545

550 550

555 555

560 560

565 565

570 570

575 575

T /R

T R

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

540 540

545 545

550 550

555 555

560 560

565 565

570 570

575 575

T /R

T R

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

540 540

545 545

550 550

555 555

560 560

565 565

570 570

575 575

T R

-1

PROP. 39 LF 12" CPP

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

540 540

545 545

550 550

555 555

560 560

565 565

570 570

575 575

580 580

TRACK "A" - PROP. 12" CPP - STA. 3+50.34

T /R

T R

E X

R R

E A

S M

E N

E X

R R

E A

S M

E N

OFF -22.45

IE 555.78

OFF 16.98

IE 556.29

-3.30%

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

540 540

545 545

550 550

555 555

560 560

565 565

570 570

575 575

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

540 540

545 545

550 550

555 555

560 560

565 565

570 570

575 575

-1

T /R

T R

E X

R E

A S

E M

E N

-2

-1

T /R

T R

E X

R E

A S

E M

E N

E X

R E

A S

E M

E N

STA 0+00 TO 3+50

TRACK "A" CROSS SECTIONS

JENKINS TWP, LUZERNE COUNTY, PA

MERICLE COMMERCIAL REAL ESTATE

MP 4.21 - WB2ND BRANCH

X-01

TRACK "A" - STA. 0+00.00

E X

.T R

K M

E X

.T R

K M

TRACK "A" - STA. 1+00.00

E X

.T R

K M

TRACK "A" - STA. 2+00.00

I.E. 551.39

EX. 18IN RCP

(TYP.)

EX. GROUND

(TYP.)

PROP. SUBGRADE

TRACK "A" - DSP DERAIL - STA. 1+78.68

E X

.T R

K M

TRACK "A" - STA. 3+00.00

PROP. 39 LF 12" CPP

BMcfarland Line

BMcfarland Ellipse

BMcfarland Image

P ro je ct s\ M

E R

E Je n k in s T o w n sh ip P

L S

D es ig n \4

P la n P ro d u ct io n \2

E R

E X

S E

C S h ee ts .d g n

M /1

B M cf ar la n d

SHEET #

SHEET

R E

W O

N L

U E

D F

O R

LEGEND:

PROPERTY BOUNDARY (OTHER)

MAPPED RIGHT OF WAY

REMOVE TRACK

FUTURE TRACK

PROPOSED INDUSTRY TRACK

PROPOSED RAILROAD TRACK

EXISTING INDUSTRY TRACK

EXISTING MAINLINE TRACK

DRAWN BY:

CHECKED BY:

DATE DESCRIPTIONBYREV. #

SCALE:

CDS

BHM

AS SHOWN

VIA RAIL ENGINEERING INC. - PA

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

540 540

545 545

550 550

555 555

560 560

565 565

570 570

575 575

-1

T /R

T R

E X

R E

A S

E M

E N

E X

R E

A S

E M

E N

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

545 545

550 550

555 555

560 560

565 565

570 570

575 575

580 580

-2

-1

T /R

T R

K " E

X R

R E

A S

E M

E N

E X

R E

A S

E M

E N

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

540 540

545 545

550 550

555 555

560 560

565 565

570 570

575 575

-1

T R

E X

R E

A S

E M

E N

E X

R E

A S

E M

E N

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

550 550

555 555

560 560

565 565

570 570

575 575

580 580

585 585

-2

-1

T R

E X

R E

A S

E M

E N

E X

R E

A S

E M

E N

EX. 95 LF 24" CPP

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

550 550

555 555

560 560

565 565

570 570

575 575

580 580

585 585

TRACK "A" - EX. 24" CPP - STA. 6+51.30

T R

E X

R R

E A

S M

E N

E X

R R

E A

S M

E N

OFF 50.84

IE 552.52

OFF -25.04

IE 551.74

-1.1%

EX. 95 LF 24" CPP

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

545 545

550 550

555 555

560 560

565 565

570 570

575 575

580 580

-4

-1

T R

E X

R E

A S

E M

E N

E X

R E

A S

E M

E N

STA 4+00 TO 8+00

TRACK "A" CROSS SECTIONS

X-02

JENKINS TWP, LUZERNE COUNTY, PA

MERICLE COMMERCIAL REAL ESTATE

MP 4.21 - WB2ND BRANCH

TRACK "A" - STA. 4+00.00 TRACK "A" - STA. 6+00.00

TRACK "A" - STA. 5+00.00

TRACK "A" - STA. 7+00.00

TRACK "A" - STA. 8+00.00

(TYP.)

EX. GROUND

(TYP.)

PROP. SUBGRADE

W/ FES

PROP. 18" SLCPP

W/ FES

PROP. 18" SLCPP

EX. 95 LF 24" CPP

BMcfarland Line

BMcfarland Image

P ro je ct s\ M

E R

E Je n k in s T o w n sh ip P

L S

D es ig n \4

P la n P ro d u ct io n \2

E R

E X

S E

C S h ee ts .d g n

M /1

B M cf ar la n d

SHEET #

SHEET

R E

W O

N L

U E

D F

O R

LEGEND:

PROPERTY BOUNDARY (OTHER)

MAPPED RIGHT OF WAY

REMOVE TRACK

FUTURE TRACK

PROPOSED INDUSTRY TRACK

PROPOSED RAILROAD TRACK

EXISTING INDUSTRY TRACK

EXISTING MAINLINE TRACK

DRAWN BY:

CHECKED BY:

DATE DESCRIPTIONBYREV. #

SCALE:

CDS

BHM

AS SHOWN

VIA RAIL ENGINEERING INC. - PA

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

550 550

555 555

560 560

565 565

570 570

575 575

580 580

585 585

590 590

-2

-1

T R

E X

R E

A S

E M

E N

E X

R E

A S

E M

E N

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

550 550

555 555

560 560

565 565

570 570

575 575

580 580

585 585

-2

-1

T R

E X

R E

A S

E M

E N

E X

R E

A S

E M

E N

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

560 560

565 565

570 570

575 575

580 580

585 585

590 590

595 595

-3

-1

T /R

T R

E X

R E

A S

E M

E N

E X

R E

A S

E M

E N

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

560 560

565 565

570 570

575 575

580 580

585 585

590 590

595 595

-3

-1

T R

EX. 100 LF 18" CPP

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

555 555

560 560

565 565

570 570

575 575

580 580

585 585

590 590

T R

E X

R R

E A

S M

E N

E X

R R

E A

S M

E N

OFF 45.65

IE 555.11

OFF -54.75

IE 553.32

-1.8%

' EX. 186 LF 30" CPP

(TYP.)

EX. GROUND

-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100

555 555

560 560

565 565

570 570

575 575

580 580

585 585

590 590

TRACK "A" - EX. 30" CPP - STA. 12+78.01

T R

X-03

STA 9+00 TO 12+78

TRACK "A" CROSS SECTIONS

JENKINS TWP, LUZERNE COUNTY, PA

MERICLE COMMERCIAL REAL ESTATE

MP 4.21 - WB2ND BRANCH

EX. 100 LF 18" CPP

TRACK "A" - STA. 11+00.00

TRACK "A" - STA. 9+00.00 TRACK "A" - STA. 10+00.00 TRACK "A" - STA. 12+00.00

(TYP.)

EX. GROUND

EX. 186 LF 30" CPP

TRACK "A" - EX. 18" CPP - STA. 9+36.22

(TYP.)

EX. GROUND

(TYP.)

PROP. SUBGRADE

OFF 97.67

IE 571.32

OFF -89.69

IE 554.48

-9.1%

BMcfarland Line

BMcfarland Rectangle

BMcfarland Polygon

BMcfarland Rectangle

BMcfarland Polygon

BMcfarland Line

BMcfarland Image

P ro je ct s\ M

E R

E Je n k in s T o w n sh ip P

L S

D es ig n \4

P la n P ro d u ct io n \2

E R

E X

S E

C S h ee ts .d g n

M /1

B M cf ar la n d

SHEET #

SHEET

R E

W O

N L

U E

D F

O R

LEGEND:

PROPERTY BOUNDARY (OTHER)

MAPPED RIGHT OF WAY

REMOVE TRACK

FUTURE TRACK

PROPOSED INDUSTRY TRACK

PROPOSED RAILROAD TRACK

EXISTING INDUSTRY TRACK

EXISTING MAINLINE TRACK

DRAWN BY:

CHECKED BY:

DATE DESCRIPTIONBYREV. #

SCALE:

CDS

BHM

AS SHOWN

VIA RAIL ENGINEERING INC. - PA

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

560 560

565 565

570 570

575 575

580 580

585 585

590 590

595 595

-2

-1

/R" A

T R

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

565 565

570 570

575 575

580 580

585 585

590 590

595 595

600 600

-2

-1

T /R

T R

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

565 565

570 570

575 575

580 580

585 585

590 590

595 595

600 600

-1

T /R

T R

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

565 565

570 570

575 575

580 580

585 585

590 590

595 595

600 600

-1

T /R

T R

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

565 565

570 570

575 575

580 580

585 585

590 590

595 595

600 600

-1

T /R

T R

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

565 565

570 570

575 575

580 580

585 585

590 590

595 595

600 600

-1 .9

T /R

T R

X-04

STA 13+00 TO 17+00

TRACK "A" CROSS SECTIONS

JENKINS TWP, LUZERNE COUNTY, PA

MERICLE COMMERCIAL REAL ESTATE

MP 4.21 - WB2ND BRANCH

TRACK "A" - STA. 17+00.00

TRACK "A" - STA. 16+00.00TRACK "A" - STA. 15+00.00TRACK "A" - STA. 13+00.00

TRACK "A" - STA. 14+00.00

(TYP.)

PROP. SUBGRADE

(TYP.)

EX. GROUND

30" CPP

EX. 186 LF

TRACK "A" - STA. 15+45.14

-1

OFF 10.25

EL 580.37

EL 580.70

OFF 10.25

EL 580.20

OFF 10.25

EL 580.55

OFF 10.25

BMcfarland Line

BMcfarland Ellipse

BMcfarland Line

BMcfarland Polygon

BMcfarland Image

P ro je ct s\ M

E R

E Je n k in s T o w n sh ip P

L S

D es ig n \4

P la n P ro d u ct io n \2

E R

E X

S E

C S h ee ts .d g n

M /1

B M cf ar la n d

SHEET #

SHEET

R E

W O

N L

U E

D F

O R

LEGEND:

PROPERTY BOUNDARY (OTHER)

MAPPED RIGHT OF WAY

REMOVE TRACK

FUTURE TRACK

PROPOSED INDUSTRY TRACK

PROPOSED RAILROAD TRACK

EXISTING INDUSTRY TRACK

EXISTING MAINLINE TRACK

DRAWN BY:

CHECKED BY:

DATE DESCRIPTIONBYREV. #

SCALE:

CDS

BHM

AS SHOWN

VIA RAIL ENGINEERING INC. - PA

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

565 565

570 570

575 575

580 580

585 585

590 590

595 595

600 600

-1

T /R

T R

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

565 565

570 570

575 575

580 580

585 585

590 590

595 595

600 600

-1

T /R

T R

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

565 565

570 570

575 575

580 580

585 585

590 590

595 595

600 600

-1

T /R

T R

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

565 565

570 570

575 575

580 580

585 585

590 590

595 595

600 600

-1

T /R

T R

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

565 565

570 570

575 575

580 580

585 585

590 590

595 595

600 600

-1 .9

T /R

T R

OFF 10.25

EL 580.85

-1

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

565 565

570 570

575 575

580 580

585 585

590 590

595 595

600 600

-1 .9

T /R

T R

X-05

STA 18+00 TO 21+00

TRACK "A" CROSS SECTIONS

JENKINS TWP, LUZERNE COUNTY, PA

MERICLE COMMERCIAL REAL ESTATE

MP 4.21 - WB2ND BRANCH

TRACK "A" - STA. 21+00.00TRACK "A" - STA. 20+00.00

TRACK "A" - STA. 19+00.00TRACK "A" - STA. 18+00.00

TRACK "A" - STA. 18+18.64

TRACK "A" - STA. 20+11.64

(TYP.)

EX. GROUND

(TYP.)

PROP. SUBGRADE

-1

OFF 10.25

EL 580.78

EL 581.05

OFF 10.25

EL 580.55

OFF 10.25

EL 580.62

OFF 10.25

EL 581.12

OFF 10.25

BMcfarland Line

BMcfarland Ellipse

BMcfarland Line

BMcfarland Ellipse

BMcfarland Line

BMcfarland Ellipse

BMcfarland Line

BMcfarland Image

P ro je ct s\ M

E R

E Je n k in s T o w n sh ip P

L S

D es ig n \4

P la n P ro d u ct io n \2

E R

E X

S E

C S h ee ts .d g n

M /2

B M cf ar la n d

SHEET #

SHEET

R E

W O

N L

U E

D F

O R

LEGEND:

PROPERTY BOUNDARY (OTHER)

MAPPED RIGHT OF WAY

REMOVE TRACK

FUTURE TRACK

PROPOSED INDUSTRY TRACK

PROPOSED RAILROAD TRACK

EXISTING INDUSTRY TRACK

EXISTING MAINLINE TRACK

DRAWN BY:

CHECKED BY:

DATE DESCRIPTIONBYREV. #

SCALE:

VIA RAIL ENGINEERING INC. - PA

CDS

BHM

AS SHOWN

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

565 565

570 570

575 575

580 580

585 585

590 590

595 595

600 600

-1

T /R

T R

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

565 565

570 570

575 575

580 580

585 585

590 590

595 595

600 600

-1

T /R

T R

-60 -50 -40 -30

575 575

580 580

585 585

590 590

-20 -10 0 10 20 30 40 50 60

T /R

T R

-1

X-06

STA 22+00 TO END

TRACK "A" CROSS SECTIONS

JENKINS TWP, LUZERNE COUNTY, PA

MERICLE COMMERCIAL REAL ESTATE

MP 4.21 - WB2ND BRANCH

TRACK "A" - STA. 23+12.69TRACK "A" - STA. 22+00.00

TRACK "A" - STA. 23+00.00

(TYP.

EX. GROUND

(TYP.

PROP. SUBGRADE

EL 581.59

OFF 10.25

EL 581.56

OFF 10.25

EL 581.64

OFF 10.25

BMcfarland Image

File details come from the government source that posted it. Updated Oct 5, 2026.