CS-0.00

D. HOLDINGS, INC

www.eadsgroup.com

ENGINEERING ARCHITECTURE AND DESIGN SERVICES

1126 Eighth Avenue, Altoona, PA 16602 814-944-5035 (phone)

814-944-4862 (fax)

FRANKSTOWN TOWNSHIP

BLAIR COUNTY, PA

FEBRUARY 2026

DEGOL INDUSTRIAL CENTER

RAIL EXPANSION PROJECT

PHASE 3

PA ONE CALL SYSTEM, INC.

1-800-242-1776

PENNSYLVANIA! CALL 1-800-242-1776

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UNDERGROUND UTILITY LINE PROTECTION ACT

BEFORE YOU DIG ANYWHERE IN

1-800-242-1776

PENNSYLVANIA 1 CALL SERIAL NUMBER:

DESIGN LEVEL: 20260332172 FINAL DESIGN: 02/02/2026

NON-MEMBERS SHALL BE

CONTACTED DIRECTLY PA ACT 187

(1996) REQUIRES NOTIFICATION BY

ANY PERSON PREPARING TO

DISTURB THE EARTH'S SURFACE

ANYWHERE IN THE

COMMONWEALTH. PA. ACT 38

(1991) REQUIRES THREE (3)

WORKING DAYS NOTICE TO

UTILITIES BEFORE YOU EXCAVATE,

DRILL OR BLAST. OSHA 1926.651

SPECIAL EXCAVATION

REQUIREMENTS

CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF PA ONE CALL ACT

287 OF 1974 AS AMENDED BY ACT 187 OF 1986.

PA ACT 287 OF 1974 AS

AMENDED BY ACT 187 OF

1996 73 P.S. & 176 ET. SEQ.

PENNSYLVANIA ONE CALLSHEET INDEX

R:\2236 Degol Bros\25602 Ind Ctr Rail Ph3\06 CADD\80 Site Dev\DEGOL ES-00 CS.dwg, 2/17/2026 10:41:20 AM

Drawing No.

A S

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Fe br ua ry

B R

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-2 5-w w w .e a d sg ro u p

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p h o n e

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.5 fa x:

.9

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GENERAL NOTES:

LIST OF UTILITIES

D HOLDINGS, INC. PROPERTY

N

PA

S

PC

S

NA

D

PHASE III PROJECT LOCATION

TRACK 17

0005-1-2 DeGol-HRCS PhIII Trk17 Plots_01.dwg

4OFSEPTEMBER 26, 2025

HOLLIDAYSBURG, PA 16648 BLAIR COUNTY, PA

CONTRACT No. 2025-01 DeGOL INDUSTRIAL CENTER

CONTRACT DRAWINGS

RAIL EXPANSION PROJECT - PHASE III

FOR

D HOLDINGS, INC.

DeGol INDUSTRIAL DRIVE

0005-1-2

126 EIGHTH AVENUE

ALTOONA, PA 16602

CONTACT: DANIEL J. BEYER, PE

(814) 944-5035 office

COVER, NOTES & DETAILS

AS NOTED

SHEET INDEX

COVER, NOTES & DETAILS SHEET 1

PLAN & PROFILE VIEWS SHEET 2

PLAN & PROFILE VIEWS SHEET 3

PLAN & PROFILE VIEWS SHEET 4

TYPICAL INDUSTRIAL TRACK ROADBED SECTION

NOTES:

1. SUB-GRADE MAY BE STABILIZED TO A DEPTH OF 6" WITH LIME,

LIME-FLY ASH, CEMENT OR STONE.

2. TAMPING OF BALLAST MUST NOT DISTURB COMPACTED SUB-BALLAST.

3. TOP OF SUB-GRADE AND TOP OF SUB-BALLAST SHALL BE CROWNED

40:1 AS SHOWN.

NOT TO SCALE

-2:1 6" 6"LC

BALLAST, 6" MIN. UNDER TIE

COMPACTED

SUBGRADE

SURFACE COMPACTED SUB-BALLAST, 6" MIN.

-40:1 CROWN (-2.5%)

CROSSTIE

FINISHED

GRADE

Ex GRADE

MULCH SCHEDULE

ALL DISTURBED AREAS OF THE PROJECT SITE NOT SURFACED WITH

ASPHALT PAVEMENT, CONCRETE OR CRUSHED STONE SHALL BE

SEEDED AND THEN IMMEDIATELY MULCHED WITH WITH STRAW

APPLIED AT A RATE OF 3 TONS PER ACRE. STRAW SHOULD BE

ANCHORED WITH WOOD CELLULOSE FIBER AT A RATE OF 750 LBS PER

ACRE, OR AN EQUAL TACKIFIER OR ANCHORING MATERIAL SHOULD BE

USED.

STANDARD PERMANENT GRASS SEED MIX

TYPICAL SEEDING RATE: 100 LBS PER ACRE OR 2.5 LBS PER 1,000 SF.

PORTION SPECIES PURITYGERMINATION

20% PERENNIAL RYE (Lolium perenne) 98% 90% 50% KENTUCKY BLUE GRASS MIX (Pos pratensis) 98% 85% 30% CREEPING RED or CHEWINGS FESCUE 98% 80%

GENERAL NOTES

1. THE INTENT OF THIS DRAWINGS SET IS TO PLAN AND PROVIDE

INFORMATION FOR THE REPLACEMENT OF A PORTION OF EXISTING

TRACK 17 AND THE CONSTRUCTION OF AN EXTENSION OF

EXISTING TRACK 17 AT THE DeGOL INDUSTRIAL CENTER. THIS

PROJECT IS KNOWN AS "PHASE III" IN A SERIES OF TRACK

IMPROVEMENT PROJECTS AT THE SITE. SEE THE CONSTRUCTION

SPECIFICATIONS FOR ADDITIONAL INFORMATION ON RAILROAD

TRACK CONSTRUCTION, AND THE BID DOCUMENTS FOR

INFORMATION REGARDING THIS CONTRACT'S ANTICIPATED

QUANTITIES.

2. ESTABLISHMENT OF THE PROPERTY BOUNDARY AND ROADWAY

RIGHTS-OF-WAY WERE NOT PARTS OF THE 2023 SURVEY WORK

PERFORMED BY THE EADS GROUP. THE D HOLDINGS, INC.

PROPERTY BOUNDARY LINE IS SHOWN BASED ON PLOTTING

TRACT 1 AS SHOWN ON "'ASBUILT' ALTA/ACSM SURVEY OF

HOLLIDAYSBURG CAR SHOPS PROPERTY SITUATE IN

HOLLIDAYSBURG BOROUGH, FRANKSTOWN TOWNSHIP AND BLAIR

TOWNSHIP, BLAIR COUNTY, PENNSYLVANIA FOR BLAIR COUNTY

DEVELOPMENT CORPORATION, III", DATED FEBRUARY 12, 2007,

AND LAST REVISED FEBRUARY 12, 2007, BY THE EADS GROUP.

3. ADDITIONAL FIELD-RUN SURVEY OF EXISTING PERTINENT

IMPROVEMENTS IN THE IMMEDIATE PROJECT VICINITY WAS

PERFORMED DURING SEPTEMBER 2025 BY THE EADS GROUP. UAV,

GPS AND CONVENTIONAL GROUND SURVEY TECHNIQUES WERE

UTILIZED TO COLLECT DATA FOR ALL TOPOGRAPHIC FEATURES

SHOWN.

4. HORIZONTAL DATUM: PA STATE PLANE COORDINATE SYSTEM,

NORTH AMERICAN DATUM 1983, SOUTH ZONE, U.S. SURVEY FEET.

5. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM (NAVD)

1988.

6. BENCHMARKS HAVE BEEN ESTABLISHED FOR THIS PROJECT AT

THE EXISTING SURVEY CONTROL POINTS SHOWN HEREON.

7. PRELIMINARY DESIGN NOTIFICATION WAS PROVIDED TO THE

PENNSYLVANIA ONE CALL SYSTEM, INC. BY THE EADS GROUP. ALL

UTILITIES SHOWN ARE STRUCTURES THAT WERE PHYSICALLY

LOCATED DURING FIELD-RUN SURVEY ACTIVITIES, BASED ON

GENERAL VISUAL INSPECTION OF THE SITE AND PAINT MARKINGS

PROVIDED BY VARIOUS UTILITY FACILITY OWNERS.

POURED-IN-PLACE CONCRETE RAILROAD TRACK CROSSING SECTION

NOT TO SCALE

8 3/4" O.C.

8 3/4" O.C.

17 1/2" O.C.

10 5/8" 10 5/8" 17 1/2" O.C.

11 3/4" O.C.

11 3/4" O.C.

11 3/4" O.C.

11 3/4" O.C.

3'-11" O.C.

8 3/4" O.C.

8 3/4" O.C.

RAIL RAIL

CAST FLANGEWAY CAST FLANGEWAY

FIELD

SIDE

MAT

FIELD

SIDE

MAT

GAGE SIDE MAT

STEEL

TIES

HORIZONTAL BARS: #4

VERTICAL BARS: #4

* NOTE: ≈2" CLEAR.

** 12" O.C.

*** HORIZONTAL BAR SPACING BETWEEN TIES VARIES PER TIE SPACING.

† 2" CLR.

17 1/2" O.C.

17 1/8" O.C.

17 1/2" O.C.

CAST FLANGEWAY CAST FLANGEWAY

HORIZONTAL BARS: #5

VERTICAL BARS: #5

* NOTE: ≈2" CLEAR.

** 13" O.C.

*** HORIZONTAL BAR SPACING BETWEEN TIES VARIES PER TIE SPACING.

† 2" CLR.

5'-8 1/2" O.C.

9'-0" CAST-IN-PLACE CONCRETE

9'-0" CAST-IN-PLACE CONCRETE

17 1/8" O.C.

17 1/8" O.C.

17 1/8" O.C.

1'-7 3/4" 1'-7 3/4"

LC

LC

-2% -2%0%0%

CAST FLANGEWAY

RAIL

FIELD SIDE TOP BAR MAT

GAGE SIDE TOP BAR MAT

HEAVY BROOM FINISH

CAST-IN-PLACE CONCRETE

2" CLR 2" CLR.

2" CLR.

2" CLR.

2" CLR

2" CLR.

STEEL

TIES

BETWEEN RAILS

NOTES:

1. DIMENSIONS SHOWN ARE BASED ON THE USE OF 115RE RAIL. USE OF A

DIFFERENT SECTION OR WEIGHT OF RAIL MAY RESULT IN SOME

DIMENSIONS BEING DIFFERENT THAN THOSE SHOWN. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO RESOLVE ANY DIMENSION ISSUES

IF RAIL OTHER THAN 115RE IS USED.

2. NO RAIL JOINTS SHALL BE LOCATED WITHIN THE GRADE CROSSING OR

WITHIN 6 FEET OF THE CROSSING'S ENDS.

3. CONTRACTOR SHALL NEATLY SAWCUT THE EXISTING ASPHALT

PAVEMENT SURFACE ON BOTH FIELD SIDES OF THE GRADE CROSSING

AND INSTALL FULL-DEPTH ASPHALT PAVEMENT SECTION ABUTTING THE

CONCRETE GRADE CROSSING AND THE SAWCUT PAVEMENT. THE

FINISHED GRADE OF THE PAVEMENT AND GRADE CROSSING SHALL

PROVIDE FOR SMOOTH VEHICULAR TRAFFIC OVER THE TRACK. ALL

PAVEMENT SEAMS SHALL BE SEALED USING PG 64-22 ASPHALT OIL.

4. STEEL TIES SHALL MEET THE REQUIREMENTS LISTED IN THE MOST

CURRENT VERSION OF CHAPTER 30,PART 6 OF THE AREMA MANUAL

AND SHALL BE NEW NORTH AMERICAN RAILWAY STEEL TIE

CORPORATION (NARSTCO) TYPE M10 OR EQUIVALENT APPROVED BY

THE OWNER. RAIL FASTENING CLIPS AND HOOK-IN-SHOULDERS SHALL

MEET MANUFACTURER’S SPECIFICATIONS FOR THE TIES USED. STEEL

TIES SHALL BE SUPPLIED WITHOUT END SPADES, AND IF NECESSARY,

VIBRATION EQUIPMENT SHOULD BE USED DURING POURING CONCRETE

TO ASSURE FLOW OF CONCRETE WITHIN AND BENEATH STEEL TIES.

5. STEEL TIES SHALL BE PLACED ON THE PREPARED SUB-BALLAST AT

RIGHT ANGLES TO THE CENTERLINE OF THE TRACK. TIES SHALL BE

SPACED 24” CENTER TO CENTER IN TANGENT TRACK AND 22” CENTER

TO CENTER IN CURVED TRACK (4° to 12° CURVES) AND INSTALLED PER

THE MANUFACTURER’S SPECIFICATIONS.

6. TOP AND BOTTOM BAR MATS: #5 BARS. ALL REINFORCING STEEL SHALL

BE DEFORMED BARS CONFORMING TO A.S.T.M. A615,GRADE 60.

7. ALL HORIZONTAL BARS SHALL BE CONTINUOUS. THE NUMBER OF

LONGITUDINAL BAR SEGMENTS SHALL BE MINIMIZED AS MUCH AS

PRACTICALLY POSSIBLE. WHERE LONGITUDINAL BAR JOINTS OCCUR,

THEY SHALL BE LAPPED 18", MINIMUM.

3. THE COMPACTED SUBGRADE SURFACE AND TOP OF SUB-BALLAST

SHALL BE CROWNED AT -40:1 (-2.5%) FROM THE TRACK CENTER LINE.

4. COMPACTED SUBGRADE TO BE COMPACTED TO 98% MODIFIED

PROCTOR DRY DENSITY, AND CAPABLE OF SUPPORTING A MINIMUM

LOAD OF 4,000 LBS PER SQUARE FOOT. SUB-GRADE MAY BE

STABILIZED TO A DEPTH OF 6" WITH LIME, LIME-FLY ASH, CEMENT OR

STONE.

5. CRUSHED AGGREGATE TO BE AASHTO No 57.

6. GEOTEXTILE SHALL MEET AREMA SPECIFICATIONS AND SHALL BE

SIXTEEN (16) OUNCES PER SQUARE YARD. NO LONGITUDINAL SEAMS

ARE ALLOWED WITHIN THE GRADE CROSSING. TRANSVERSE SEAMS

SHALL BE LAPPED 24 INCHES MINIMUM.

7. CONCRETE MIX: MINIMUM 28 DAY COMPRESSIVE STRENGTH 4,000 PSI.

8. NO ROAD VEHICULAR TRAFFIC WILL BE PERMITTED OVER THE GRADE

CROSSING UNTIL CONCRETE HAS REACHED MINIMUM 3,000 PSI

COMPRESSIVE STRENGTH.

9. NO RAILROAD TRAFFIC WILL BE PERMITTED OVER THE GRADE

CROSSING UNTIL CONCRETE HAS REACHED MINIMUM 3,800 PSI

COMPRESSIVE STRENGTH.

10.DESIGN MATERIAL AND WORKMANSHIP FOR THE GRADE CROSSING

SHALL BE IN ACCORDANCE WITH THE AREMA MANUAL FOR RAILWAY

ENGINEERING, AS MOST RECENTLY AMENDED.

-2:1

LC4'-6" 4'-6"

9'-0"

12" 12"

-2:1

ASPHALT

PAVEMENT

SECTION

ASPHALT

PAVEMENT

SECTION

BALLAST

SUB-BALLAST

FILTER FABRIC ON SUBGRADE SURFACE

COMPACTED & STABILIZED SUBGRADE

-2% CROWN

-2% MAX.-2% MAX.

P-I-P

CONCRETE

10 5/8" THICK

MIN.

LC

LC

4'-6" 4'-6" 9'-0"

ASPHALT

PVMT.

ASPHALT

PVMT.

BOTTOM

BAR MAT

POURED-IN-PLACE CONCRETE

FLANGEWAY

TOP

BAR

MATS

FLANGEWAY

10 5/8" MIN. THICKNESS

NOT TO SCALE

USE THIS BITUMINOUS PAVEMENT SECTION FOR RESTORATION AND

CONSTRUCTION OF PRIVATE ROADS AND DRIVEWAYS.

BITUMINOUS ASPHALT PAVEMENT SECTION

4 1/2" 25MM BASE COURSE

PG64-22; <0.3 MILLION ESALS

6" COMPACTED PENNDOT

2A CRUSHED AGGREGATE

COMPACTED SUBGRADE

EARTH MOUND DETAIL

19'

4.7 5' 3'

4.75'

4'13 .5'

NOT TO SCALE

TOP OF RAIL

SOD

SOD

TOP OF SUBGRADE

TOP OF SUBBALLAST

SOD

4H:1V1H :1V

GRADE CROSSING APPROACH TIES

NOT TO SCALE

10'-0" LONG APPROACH TIES

(10 TIES PRECEDING CONCRETE GRADE CROSSING)

CONCRETE GRADE CROSSING

8'-6" LONG

TIES

PHASE IIi PROJECT LOCATION MAP

SCALE: 1"=2000'

1"= FEET

1000 2000

FOR JOINTED INDUSTRIAL TRACK CONSTRUCTION

SPIKING PATTERNS

NOT TO SCALE

NOTE:

THE SPIKING PATTERNS SHOWN HEREON COMPLY WITH AREMA MANUAL OF

RAIL ENGINEERING VOLUME 1, CHAPTER 5, PART 4.1.3 APPENDIX II

"MINIMUM SPECIFICATIONS FOR JOINTED INDUSTRIAL TRACK

CONSTRUCTION".

SPIKE (TYP.)

FOR LIGHT DENSITY JOINTED YARD AND INDUSTRIAL TRACKS

RAIL ANCHORS

NOT TO SCALE

NOTES:

1. THE RAIL ANCHOR PATTERN SHOWN CONFORMS TO THE AREMA

MANUAL OF RAILWAY ENGINEERING CHAPTER 5 SECTION 5.4 FOR

LIGHT DENSITY JOINTED YARD AND INDUSTRIAL TRACKS.

2. INSTALL MINIMUM 16 ANCHORS PER 39 TRACK FEET (8 ANCHORS

PER RAIL) IN BOXED PATTERN.

3. MINIMUM 8 ANCHORS PER SHORTER TRACK LENGTH (4 ANCHORS

PER RAIL).

RAIL JOINT (TYP.)

RAIL ANCHORS (TYP.)

RAIL TRAFFIC

LEGEND

935.63

Ex RAILROAD TRACK; CENTER LINE &

GAGE LINES

Ex WALL (JERSEY BARRIERS) Ex EDGE ASPHALT PAVEMENT Ex EDGE CRUSHED STONE SURFACE Ex EDGE UNPAVED / DIRT SURFACE

Ex GRADE SPOT ELEVATIONS

Ex BUILDING FOOTPRINT

Ex CONCRETE PAD OR SURFACE

Ex EDGE SURFACE WATERCOURSE Ex UTILITY POLE WITH NUMBERS, GUY WIRE & ANCHOR

Ex GRADE CONTOUR LINES

Ex OVERHEAD WIRESE

Ex SURVEY CONTROL POINT

[DO NOT DISTURB]

Ex UNDERGROUND WATER MAIN, WATER VALVE & HYDRANTW

Ex WATER UTILITY STRUCTURE

Ex EDGE WOODED OR BRUSH AREA

Ex SANITARY SEWER MANHOLE &

UNDERGROUND SEWER MAINS

EXISTING TRACK TO BE REPLACED:

CENTER LINE

NEW TRACK: CENTER LINE

NEW CONCRETE GRADE CROSSING

NEW ASPHALT PAVEMENT SURFACE

Track 17 CENTER LINE SEGMENTS

SEGMENT

L1

L2

L3

L4

L5

C1

L6

C2

L7

C3

L8

DEGREE

7°30'00"

7°30'00"

7°30'00"

RADIUS

764.49'

764.49'

764.49'

Δ

5°43'29"

5°43'29"

7°18'57.36"

LENGTH

435.51'

1,380.45'

492.54'

111.00'

127.60'

76.38'

71.93'

76.38'

746.55'

97.62'

210.45'

LINE/CHORD

DIRECTION

N34°25'12.3"E

N34°25'13.7"E

N34°25'12"E

N34°25'12"E

N34°25'12"E

N31°33'27.5"E

N28°41'43"E

N31°33'27.5"E

N34°25'12"E

N30°45'43.3"E

N27°06'14.7"E

START

STATION

-24+19.50

-19+83.99

-6+03.54

-1+11

0+00

1+27.60

2+03.99

2+75.92

3+52.30

10+98.85

11+96.47

START

NORTH

401,597.4401'

401,956.7021'

403,095.4484'

403,501.7561'

403,593.3218'

403,698.5844'

403,763.6454'

403,826.7413'

403,891.8023'

404,507.6445'

404,591.4685'

START

EAST

1,797,804.6229'

1,798,050.7997'

1,798,831.1135'

1,799,109.5266'

1,799,172.2699'

1,799,244.3987'

1,799,284.3582'

1,799,318.8955'

1,799,358.8550'

1,799,780.8469'

1,799,830.7407'

END

STATION

-19+83.99

-6+03.54

-1+11

0+00

1+27.60

2+03.99

2+75.92

3+52.30

10+98.85

11+96.47

14+06.92

END

NORTH

401,956.7021'

403,095.4484'

403,501.7561'

403,593.3218'

403,698.5844'

403,763.6454'

403,826.7413'

403,891.8023'

404,507.6445'

404,591.4685'

404,778.8038'

END

EAST

1,798,050.7997'

1,798,831.1135'

1,799,109.5266'

1,799,172.2699'

1,799,244.3987'

1,799,284.3582'

1,799,318.8955'

1,799,358.8550'

1,799,780.8469'

1,799,830.7407'

1,799,926.6218'

SURVEY CONTROL POINTS

POINT

DESCRIPTION

HVP-01

HVP-02

HVP-03

HVP-04

HVP-05

HVP-06

HVP-07

HVP-08

HVP-09

HVP-10

HVP-11

NORTH

404,816.2601

405,143.8274

403,787.2195

402,456.3959

402,109.3561

401,337.8616

400,839.4050

400,617.9689

400,440.9351

400,160.3926

400,436.4012

EAST

1,800,500.4707

1,800,216.5134

1,799,248.1478

1,798,461.2484

1,798,781.1739

1,798,087.4743

1,797,257.0383

1,797,343.9886

1,795,194.0072

1,795,199.5414

1,796,021.9737

ELEV

923.72

926.61

926.87

926.72

922.93

933.08

933.51

934.95

941.11

940.72

939.05

W W W W W W W W W W W W W W W W W W W W W W W W W W W W

937.35

926.96

938.49

939.75

MA

TC

H

TO

S

HE

ET

Ex TRACK 20

Ex TRACK 19 Ex TRACK 18 Ex TRACK 19

Ex TRACK 18

Ex TRACK 19 Ex TRACK 18

Ex TRACK 20

Ex TRACK 17

PA SPCS SOUTH ZONE

NAD83

MATCH TO SHEET 3

U.S. ROUTE 22

BEGIN NEW

TRACK

AT EXISTING LLT

-24+19.50

Ph III TRACK 17 CENTER LINE

EXISTING No10 LHTOPS Ex No10 LHTO -25+30.50

Ex PF -24+51.75

L1

L2

EVC: -18+70

BVC: -21+70

PI:-19+83.99-24+00 -23+00 -22+00 -21+00 -20+00 -19+00 -18+00 -17+00 -16+00 -15+00 -14+00 -13+00 -12+00 -11+00 -10+00

-26+00 -25+00 -24+00 -23+00 -22+00 -21+00 -20+00 -19+00 -18+00 -17+00 -16+00 -15+00 -14+00 -13+00 -12+00 -11+00 -10+00

SH

EE

T

2 MATCH TO

MA

TC

H

TO SHEET 3

EG:931.0

EG:931.0

EG:930.7

EG:930.5

EG:930.3

EG:930.0

EG:930.0

EG:929.5

EG:929.0

EG:929.0

EG:929.0

EG:928.7

EG:928.3

EG:928.0

EG:928.0

EG:928.0

EG:928.0

EG:927.4

EG:927.3

EG:927.3

EG:927.1

EG:927.0

EG:927.0

EG:927.0

EG:927.0

EG:927.0

EG:927.0

EG:927.0

EG:927.0

EG:926.9

EG:926.8

EG:926.8

EG:926.8

ExTOR:931.4

ExTOR:931.2

ExTOR:930.9

ExTOR:930.7

ExTOR:930.4

ExTOR:930.2

ExTOR:929.8

ExTOR:929.6

ExTOR:929.4

ExTOR:929.1

ExTOR:928.9

ExTOR:928.9

ExTOR:928.6

ExTOR:928.4

ExTOR:928.4

ExTOR:928.3

ExTOR:928.2

ExTOR:928.1

ExTOR:928.1

ExTOR:928.0

ExTOR:927.9

ExTOR:927.8

ExTOR:927.8

ExTOR:927.7

ExTOR:927.6

ExTOR:927.5

ExTOR:927.5

ExTOR:927.4

ExTOR:927.3

ExTOR:927.3

ExTOR:927.2

ExTOR:927.1

ExTOR:927.0

-25+30.50: PS Ex No10 LHTO ExTOR:931.05

-24+51.75: Ex PF ExTOR:930.66

BEGIN PHASE III W

ORK

-24+19.50: Ex LLT ExTOR:930.51

EXISTING No10 LEFT-HAND TURNOUT [111']

REMOVE EXISTING RAILS, TIMBERS & BALLAST; INSTALL NEW BALLAST, TIES & RAILS

PrTOR:930.41

PrTOR:930.16

PrTOR:929.91

PrTOR:929.66

PrTOR:929.41

PrTOR:929.16

PrTOR:928.94

PrTOR:928.76

PrTOR:928.60

PrTOR:928.48

PrTOR:928.39

PrTOR:928.34

PrTOR:928.29

PrTOR:928.24

PrTOR:928.18

PrTOR:928.13

PrTOR:928.08

PrTOR:928.03

PrTOR:927.98

PrTOR:927.93

PrTOR:927.88

PrTOR:927.83

PrTOR:927.78

PrTOR:927.73

PrTOR:927.68

PrTOR:927.63

PrTOR:927.57

PrTOR:927.52

PrTOR:927.47

PVI:-20+20

PVI ELEV:928.51

r:0.1329

300' VCBVC:-21+70

Pr TOR:929.26

EVC:-18+70

Pr TOR:928.36

-0.50% -0.10%

PHASE III TRACK 17 PROFILE

SCALES: 1"=50' HORIZONTAL, 1"=10' VERTICAL

PROPOSED

TOP OF RAIL (PrTOR)

EXISTING

TOP OF RAIL (ExTOR)

EXISTING GRADE (EG)

0005-1-2 DeGol-HRCS PhIII Trk17 Plots_02-04.dwg

4OFSEPTEMBER 26, 2025

HOLLIDAYSBURG, PA 16648 BLAIR COUNTY, PA

CONTRACT No. 2025-01 DeGOL INDUSTRIAL CENTER

CONTRACT DRAWINGS

RAIL EXPANSION PROJECT - PHASE III

FOR

D HOLDINGS, INC.

DeGol INDUSTRIAL DRIVE

0005-1-2

126 EIGHTH AVENUE

ALTOONA, PA 16602

CONTACT: DANIEL J. BEYER, PE

(814) 944-5035 office

PLAN & PROFILE VIEWS

1"=50'

PLAN VIEW

SCALE: 1"=50'

1"= FEET

5 10 10 (V)

1"= FEET

25 50 50 (H)

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

SH

EE

T

2 MATCH TO

MA

TC

H

TO SHEET 3

SH

EE

T

3 MATCH TO

MA

TC

H

TO SHEET 4

EG:926.8

EG:926.8

EG:926.8

EG:926.8

EG:926.8

EG:926.8

EG:926.8

EG:926.8

EG:926.8

EG:926.8

EG:926.8

EG:926.8

EG:926.8

EG:926.7

EG:926.7

EG:926.6

EG:926.6

EG:926.6

EG:926.5

EG:926.5

EG:926.5

EG:926.5

EG:926.7

EG:926.8

EG:926.8

ExTOR:927.2

ExTOR:927.1

ExTOR:927.0

ExTOR:927.0

ExTOR:926.9

ExTOR:926.8

ExTOR:926.8

ExTOR:926.7

ExTOR:926.6

ExTOR:926.5

ExTOR:926.5

ExTOR:926.5

ExTOR:926.5

ExTOR:926.5

ExTOR:926.5

ExTOR:926.5

ExTOR:926.6

ExTOR:926.6

ExTOR:926.6

ExTOR:926.6

ExTOR:926.6

ExTOR:926.5

ExTOR:926.5

ExTOR:926.5

ExTOR:926.5

ExTOR:926.4

-1+11: Ex LLT ExTOR:926.57

-0+78.75: Ex PF ExTOR:926.54

0+00: PS Ex No10 LHTO ExTOR:926.46

PrTOR:927.57

PrTOR:927.52

PrTOR:927.47

PrTOR:927.42

PrTOR:927.37

PrTOR:927.32

PrTOR:927.27

PrTOR:927.22

PrTOR:927.17

PrTOR:927.12

PrTOR:927.07

PrTOR:927.02

PrTOR:926.96

PrTOR:926.91

PrTOR:926.86

PrTOR:926.81

PrTOR:926.76

PrTOR:926.71

PrTOR:926.66

PrTOR:926.61

LO PNT:0+45.79

Pr TOR:926.43

PVI:0+75

PVI ELEV:926.38

r:0.3291

120' VCBVC:0+15

Pr TOR:926.44

EVC:1+35

Pr TOR:926.56

EXISTING No10 LEFT-HAND TURNOUT

TO REMAIN [111']

REMOVE EXISTING RAILS, TIMBERS & BALLAST; INSTALL NEW BALLAST, TIES & RAILS

PrTOR:926.43

PrTOR:926.47

PrTOR:926.60

PrTOR:926.75

PrTOR:926.89

PrTOR:927.04

PrTOR:927.19

PrTOR:927.33

PrTOR:927.48

PrTOR:927.63

EG:926.7

EG:926.3

EG:927.0

EG:927.4

EG:927.1

EG:927.0

EG:926.5

-0.10%

1+91.03: BEGIN CONC. XING

PrTOR:926.72

2+73.65: END CONC. XING

PrTOR:926.96

2+79.65: END CW

R

PrTOR:926.98

CWR

82.63'

NEW CONCRETE GRADE CROSSING

FG:926.54

PC:1+27.60

FG:926.97

PC:2+75.92

FG:926.76

PT:2+03.99

FG:927.19

PT:3+52.30

2+42.14: EDGE Ex PVMT PrTOR:926.87

-0.10% 0.29%

1+73.88 END Ex TRACK

RE-ALIGN & RE-GRADE Ex TRACK 17

APPROX. 159' L.F. 1+85.03: BEGIN CW

R PrTOR:926.70

INSTALL NEW SUBBALLAST, BALLAST, TIES & RAILS

PHASE III TRACK 17 PROFILE

SCALES: 1"=50' HORIZONTAL, 1"=10' VERTICAL

PROPOSED

TOP OF RAIL (PrTOR)

EXISTING

TOP OF RAIL (ExTOR)

EXISTING GRADE (EG)

LEGEND

935.63

Ex RAILROAD TRACK; CENTER LINE &

GAGE LINES

Ex WALL (JERSEY BARRIERS) Ex EDGE ASPHALT PAVEMENT Ex EDGE CRUSHED STONE SURFACE Ex EDGE UNPAVED / DIRT SURFACE

Ex GRADE SPOT ELEVATIONS

Ex BUILDING FOOTPRINT

Ex CONCRETE PAD OR SURFACE

Ex EDGE SURFACE WATERCOURSE Ex UTILITY POLE WITH NUMBERS, GUY WIRE & ANCHOR

Ex GRADE CONTOUR LINES

Ex OVERHEAD WIRESE

Ex SURVEY CONTROL POINT

[DO NOT DISTURB]

Ex UNDERGROUND WATER MAIN, WATER VALVE & HYDRANTW

Ex WATER UTILITY STRUCTURE

Ex EDGE WOODED OR BRUSH AREA

Ex SANITARY SEWER MANHOLE &

UNDERGROUND SEWER MAINS

EXISTING TRACK TO BE REPLACED:

CENTER LINE

NEW TRACK: CENTER LINE

NEW CONCRETE GRADE CROSSING

NEW ASPHALT PAVEMENT SURFACE

Track 17 CENTER LINE SEGMENTS

SEGMENT

L1

L2

L3

L4

L5

C1

L6

C2

L7

C3

L8

DEGREE

7°30'00"

7°30'00"

7°30'00"

RADIUS

764.49'

764.49'

764.49'

Δ

5°43'29"

5°43'29"

7°18'57.36"

LENGTH

435.51'

1,380.45'

492.54'

111.00'

127.60'

76.38'

71.93'

76.38'

746.55'

97.62'

210.45'

LINE/CHORD

DIRECTION

N34°25'12.3"E

N34°25'13.7"E

N34°25'12"E

N34°25'12"E

N34°25'12"E

N31°33'27.5"E

N28°41'43"E

N31°33'27.5"E

N34°25'12"E

N30°45'43.3"E

N27°06'14.7"E

START

STATION

-24+19.50

-19+83.99

-6+03.54

-1+11

0+00

1+27.60

2+03.99

2+75.92

3+52.30

10+98.85

11+96.47

START

NORTH

401,597.4401'

401,956.7021'

403,095.4484'

403,501.7561'

403,593.3218'

403,698.5844'

403,763.6454'

403,826.7413'

403,891.8023'

404,507.6445'

404,591.4685'

START

EAST

1,797,804.6229'

1,798,050.7997'

1,798,831.1135'

1,799,109.5266'

1,799,172.2699'

1,799,244.3987'

1,799,284.3582'

1,799,318.8955'

1,799,358.8550'

1,799,780.8469'

1,799,830.7407'

END

STATION

-19+83.99

-6+03.54

-1+11

0+00

1+27.60

2+03.99

2+75.92

3+52.30

10+98.85

11+96.47

14+06.92

END

NORTH

401,956.7021'

403,095.4484'

403,501.7561'

403,593.3218'

403,698.5844'

403,763.6454'

403,826.7413'

403,891.8023'

404,507.6445'

404,591.4685'

404,778.8038'

END

EAST

1,798,050.7997'

1,798,831.1135'

1,799,109.5266'

1,799,172.2699'

1,799,244.3987'

1,799,284.3582'

1,799,318.8955'

1,799,358.8550'

1,799,780.8469'

1,799,830.7407'

1,799,926.6218'

SURVEY CONTROL POINTS

POINT

DESCRIPTION

HVP-01

HVP-02

HVP-03

HVP-04

HVP-05

HVP-06

HVP-07

HVP-08

HVP-09

HVP-10

HVP-11

NORTH

404,816.2601

405,143.8274

403,787.2195

402,456.3959

402,109.3561

401,337.8616

400,839.4050

400,617.9689

400,440.9351

400,160.3926

400,436.4012

EAST

1,800,500.4707

1,800,216.5134

1,799,248.1478

1,798,461.2484

1,798,781.1739

1,798,087.4743

1,797,257.0383

1,797,343.9886

1,795,194.0072

1,795,199.5414

1,796,021.9737

ELEV

923.72

926.61

926.87

926.72

922.93

933.08

933.51

934.95

941.11

940.72

939.05

W W W W W W W W W W W W W W W W W W W W W W W W W

X

X X

E

E

E

E

E

E E E E E E

926.15

923.51

931.0

931.0 932.47

933.04

934.06

926.81 926.76

926.89

935.02 936.60

926.90

926.75

926.54

E

S S SS S S S

S

S

S

S

S

S

Ex TRACK 18 Ex TRACK 19 Ex TRACK 18

PA SPCS SOUTH ZONE

NAD83

MATCH TO SHEET 4

MA

TC

H

TO

S

HE

ET

U.S. ROUTE 22

L7

25.1' O.C.

PS No10 LHTO 0+00 Track 17 11.7'

CLR.

L4

EXISTING No10 LEFT-HAND TURNOUT

INSTALLED DURING PHASE II

Ex LLT -1+11 Ex PF

-0+78.75

Ph III TRACK 17 CENTER LINE L2

L5 C1 16.3' O.C.

C251.1' Ex UTILITY POLE

Ex GUY ANCHOR Ex GUY WIRE

2+79.65

PC:1+27.60

PC:2+75.92

PT:2+03.99

PT:3+52.30

ELECTRIC BOX TO BE

RELOCATED OR REMOVED

7.9'

CLR.

Ph III TRACK 17 CENTER LINE1+85.03

L3 L6

EVC: 1+35

BVC: 0+15

LP: 0+45.79

14.9' CLEAR

94.6' CWR

1+00 2+00 3+00 4+00 5+00

PI:-6+03.54

-10+00 -9+00 -8+00 -7+00 -6+00 -5+00 -4+00 -3+00 -2+00 -1+00

82.6' NEW CONCRETE GRADE XING

17.7' O.C.

1+73.92

6' 6'

2+73.65

END CONC.

1+91.03

END CONC.

PLAN & PROFILE VIEWS

1"=50'

0005-1-2 DeGol-HRCS PhIII Trk17 Plots_02-04.dwg

4OFSEPTEMBER 26, 2025

HOLLIDAYSBURG, PA 16648 BLAIR COUNTY, PA

CONTRACT No. 2025-01 DeGOL INDUSTRIAL CENTER

CONTRACT DRAWINGS

RAIL EXPANSION PROJECT - PHASE III

FOR

D HOLDINGS, INC.

DeGol INDUSTRIAL DRIVE

0005-1-2

126 EIGHTH AVENUE

ALTOONA, PA 16602

CONTACT: DANIEL J. BEYER, PE

(814) 944-5035 office

PLAN VIEW

SCALE: 1"=50'

1"= FEET

5 10 10 (V)

1"= FEET

25 50

4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00

PHASE III TRACK 17 PROFILE

SCALES: 1"=50' HORIZONTAL, 1"=10' VERTICAL

SH

EE

T

3 MATCH TO

MA

TC

H

TO SHEET 4

PVI:6+25

PVI ELEV:928.00

r:0.1957

150' VCBVC:5+50

Pr TOR:927.78

EVC:7+00

Pr TOR:928.00

PrTOR:927.33

PrTOR:927.48

PrTOR:927.63

PrTOR:927.78

PrTOR:927.90

PrTOR:927.97

PrTOR:928.00

PrTOR:928.00

PrTOR:928.00

PrTOR:928.00

PrTOR:928.00

PrTOR:928.00

PrTOR:928.00

PrTOR:928.00

PrTOR:928.00

PrTOR:928.00

PrTOR:928.00

PrTOR:928.00

PrTOR:928.00

PrTOR:928.00

PrTOR:928.00

EG:927.1

EG:927.0

EG:926.5

EG:926.6

EG:926.7

EG:927.0

EG:927.0

EG:926.9

EG:926.6

EG:926.8

EG:927.2

EG:927.0

EG:927.0

EG:927.0

EG:927.2

EG:927.3

EG:927.2

EG:927.0

EG:927.0

EG:927.0

EG:927.2

EG:927.1

EG:927.0

13+48.17: SAFE ZONE

PrTOR:928.00

13+83.17: EARTH MOUND

PrTOR:928.00

14+06.92: PhIII END TRACK 17 PrTOR:928.00

35'

SAFE

ZONE

23.75'

FG:928.00

PC:10+98.85

FG:928.00

PT:11+96.47

0.00%0.29%

INSTALL NEW SUBBALLAST, BALLAST, TIES & RAILS

PROPOSED

TOP OF RAIL (PrTOR)

EXISTING GRADE (EG)

LEGEND

935.63

Ex RAILROAD TRACK; CENTER LINE &

GAGE LINES

Ex WALL (JERSEY BARRIERS) Ex EDGE ASPHALT PAVEMENT Ex EDGE CRUSHED STONE SURFACE Ex EDGE UNPAVED / DIRT SURFACE

Ex GRADE SPOT ELEVATIONS

Ex BUILDING FOOTPRINT

Ex CONCRETE PAD OR SURFACE

Ex EDGE SURFACE WATERCOURSE Ex UTILITY POLE WITH NUMBERS, GUY WIRE & ANCHOR

Ex GRADE CONTOUR LINES

Ex OVERHEAD WIRESE

Ex SURVEY CONTROL POINT

[DO NOT DISTURB]

Ex UNDERGROUND WATER MAIN, WATER VALVE & HYDRANTW

Ex WATER UTILITY STRUCTURE

Ex EDGE WOODED OR BRUSH AREA

Ex SANITARY SEWER MANHOLE &

UNDERGROUND SEWER MAINS

EXISTING TRACK TO BE REPLACED:

CENTER LINE

NEW TRACK: CENTER LINE

NEW CONCRETE GRADE CROSSING

NEW ASPHALT PAVEMENT SURFACE

Track 17 CENTER LINE SEGMENTS

SEGMENT

L1

L2

L3

L4

L5

C1

L6

C2

L7

C3

L8

DEGREE

7°30'00"

7°30'00"

7°30'00"

RADIUS

764.49'

764.49'

764.49'

Δ

5°43'29"

5°43'29"

7°18'57.36"

LENGTH

435.51'

1,380.45'

492.54'

111.00'

127.60'

76.38'

71.93'

76.38'

746.55'

97.62'

210.45'

LINE/CHORD

DIRECTION

N34°25'12.3"E

N34°25'13.7"E

N34°25'12"E

N34°25'12"E

N34°25'12"E

N31°33'27.5"E

N28°41'43"E

N31°33'27.5"E

N34°25'12"E

N30°45'43.3"E

N27°06'14.7"E

START

STATION

-24+19.50

-19+83.99

-6+03.54

-1+11

0+00

1+27.60

2+03.99

2+75.92

3+52.30

10+98.85

11+96.47

START

NORTH

401,597.4401'

401,956.7021'

403,095.4484'

403,501.7561'

403,593.3218'

403,698.5844'

403,763.6454'

403,826.7413'

403,891.8023'

404,507.6445'

404,591.4685'

START

EAST

1,797,804.6229'

1,798,050.7997'

1,798,831.1135'

1,799,109.5266'

1,799,172.2699'

1,799,244.3987'

1,799,284.3582'

1,799,318.8955'

1,799,358.8550'

1,799,780.8469'

1,799,830.7407'

END

STATION

-19+83.99

-6+03.54

-1+11

0+00

1+27.60

2+03.99

2+75.92

3+52.30

10+98.85

11+96.47

14+06.92

END

NORTH

401,956.7021'

403,095.4484'

403,501.7561'

403,593.3218'

403,698.5844'

403,763.6454'

403,826.7413'

403,891.8023'

404,507.6445'

404,591.4685'

404,778.8038'

END

EAST

1,798,050.7997'

1,798,831.1135'

1,799,109.5266'

1,799,172.2699'

1,799,244.3987'

1,799,284.3582'

1,799,318.8955'

1,799,358.8550'

1,799,780.8469'

1,799,830.7407'

1,799,926.6218'

SURVEY CONTROL POINTS

POINT

DESCRIPTION

HVP-01

HVP-02

HVP-03

HVP-04

HVP-05

HVP-06

HVP-07

HVP-08

HVP-09

HVP-10

HVP-11

NORTH

404,816.2601

405,143.8274

403,787.2195

402,456.3959

402,109.3561

401,337.8616

400,839.4050

400,617.9689

400,440.9351

400,160.3926

400,436.4012

EAST

1,800,500.4707

1,800,216.5134

1,799,248.1478

1,798,461.2484

1,798,781.1739

1,798,087.4743

1,797,257.0383

1,797,343.9886

1,795,194.0072

1,795,199.5414

1,796,021.9737

ELEV

923.72

926.61

926.87

926.72

922.93

933.08

933.51

934.95

941.11

940.72

939.05

E E E E E E E E E E E E E E E E E E

E

E

E

E

E

E

E

E

E

931.0 931.0

926.54 926.51

927.41

927.01

927.01

S

S

S

S

S

S

S

S S

S S

S S

S S S S S S S S S S

S

S

S

PA SPCS SOUTH ZONE

NAD83

MATCH TO SHEET 4

U.S. ROUTE 22

L7

Ph III TRACK 17 CENTER LINE

C3 L8

Ph III TRACK 17 CENTER LINE PC:10+98.85

PT:11+96.47

25' O.C.

117.4'25' O.C.

END OF TRACK EARTH MOUND

Ph III END TRACK 17

23.75' 35'

SAFE ZONE

28.5' O.C.

34.8' O.C.

EVC: 7+00

BVC: 5+50

5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00

13+00

SAFE ZONE

13+48.17

EARTH MOUND

13+83.17

END TRACK

14+06.92

PLAN & PROFILE VIEWS

1"=50'

1"= FEET

5 10 10 (V)

PLAN VIEW

SCALE: 1"=50'

0005-1-2 DeGol-HRCS PhIII Trk17 Plots_02-04.dwg

4OFSEPTEMBER 26, 2025

HOLLIDAYSBURG, PA 16648 BLAIR COUNTY, PA

CONTRACT No. 2025-01 DeGOL INDUSTRIAL CENTER

CONTRACT DRAWINGS

RAIL EXPANSION PROJECT - PHASE III

FOR

D HOLDINGS, INC.

DeGol INDUSTRIAL DRIVE

0005-1-2

126 EIGHTH AVENUE

ALTOONA, PA 16602

CONTACT: DANIEL J. BEYER, PE

(814) 944-5035 office

1"= FEET

25 50

S S

Ex PF

10060.00 PS Ex No10 LHTO

10070.00

END CWR

10110.00BEGIN CWR

10080.00

PS Ex No10 LHTO

10000.00 Ex PF

10010.00 Ex LLT

10020.00 HORIZ. BREAK

10030.00

HORIZ. BREAK

10040.00 Ex LLT

10050.00 BEGIN CONC. XING

10090.00

END CONC. XING

10100.00

SAFE ZONE

10120.00

EARTH MOUND

10130.00

PhIII END TRACK 17

10140.00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LODLODLODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD

LOD

EDGE Ex PVMT 10150.00

W W W W W W W W W W W W W W W W W W

E E

E E

E

E

E

E

E E E E E E

S S

S S S S

S

S

S

S

S S

S S S SS S

Ex PF

10060.00 PS Ex No10 LHTO

10070.00

END CWR

10110.00BEGIN CWR

10080.00

PS Ex No10 LHTO

10000.00 Ex PF

10010.00 Ex LLT

10020.00 HORIZ. BREAK

10030.00

HORIZ. BREAK

10040.00 Ex LLT

10050.00 BEGIN CONC. XING

10090.00

END CONC. XING

10100.00

SAFE ZONE

10120.00

EARTH MOUND

10130.00

PhIII END TRACK 17

10140.00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LODLODLODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD

LOD

EDGE Ex PVMT 10150.00

ES-0.00

NOTESLEGEND

RECYCLING MEASURES

OVERALL KEY PLAN

R:\2236 Degol Bros\25602 Ind Ctr Rail Ph3\06 CADD\80 Site Dev\DEGOL ES-1.00.dwg, 2/17/2026 10:42:20 AM

Drawing No.

A S

N O

TE

D

Fe br ua ry

B R

B

D

JB

-2 5-

LOD

10010.00 Ex LLT

10020.00

HORIZ. BREAK

10030.00 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

W W W W W W W W W W W W W W W W W W W W W W W W

Ex PF

10010.00 Ex LLT

10020.00

HORIZ. BREAK

10030.00 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

ES-1.00

LOD

LEGEND

R:\2236 Degol Bros\25602 Ind Ctr Rail Ph3\06 CADD\80 Site Dev\DEGOL ES-1.00.dwg, 2/17/2026 10:42:54 AM

Drawing No.

A S

N O

TE

D

Fe br ua ry

B R

B

D

JB

-2 5-

10060.00 PS Ex No10 LHTO

10070.00

END CWR

10110.00

BEGIN CWR

10080.00

HORIZ. BREAK

10040.00

Ex LLT

10050.00 BEGIN CONC. XING

10090.00

END CONC. XING

10100.00

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LODLODLODLODLODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD

LOD LOD LOD LOD LODEDGE Ex PVMT

10150.00

W W W W W W W W W W W W W W W W W W W W W W W W

X

X X

E

E

E

E

E

E

E

E

E

E

E

E

E

E E E E E E

E

S S SS S S S

S

S

S

S

S

S

S

S

S

S

S

S

S S

Ex PF

10060.00 PS Ex No10 LHTO

10070.00

END CWR

10110.00

BEGIN CWR

10080.00

HORIZ. BREAK

10040.00

Ex LLT

10050.00 BEGIN CONC. XING

10090.00

END CONC. XING

10100.00

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LODLODLODLODLODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD

LOD LOD LOD LOD LODEDGE Ex PVMT

10150.00

ES-1.01

R:\2236 Degol Bros\25602 Ind Ctr Rail Ph3\06 CADD\80 Site Dev\DEGOL ES-1.00.dwg, 2/17/2026 10:43:16 AM

Drawing No.

A S

N O

TE

D

Fe br ua ry

B R

B

D

JB

-2 5-

SAFE ZONE

10120.00

EARTH MOUND

10130.00

PhIII END TRACK 17

10140.00

LOD

LOD

LOD

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

LOD

LOD

E E E E E E E E E E E E E E E E E E

E

E

E

E

E

E

E

E

E

E

E

E

S

S

S

S

S

S

S S

S S

S S

S S S S S S S S S S

SAFE ZONE

10120.00

EARTH MOUND

10130.00

PhIII END TRACK 17

10140.00

LOD

LOD

LOD

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

LOD

LOD

ES-1.02

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Drawing No.

A S

N O

TE

D

Fe br ua ry

B R

B

D

JB

-2 5-

ES-1.03

STANDARD E&S NOTES

STAGING OF EARTHMOVING ACTIVITIES

RECYCLING MEASURES

GENERAL EROSION CONTROL NOTES

EROSION AND SEDIMENTATION POLLUTION

CONTROL MAINTENANCE SCHEDULE

CONSTRUCTION SEQUENCE

SEEDING TABLE

NOTES:

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Drawing No.

A S

N O

TE

D

Fe br ua ry

B R

B

D

JB

-2 5-w w w .e a d sg ro u p

.c o m

W

IT

H O

FF

IC

E S

IN

p h o n e

.9

.5 fa x:

.9

.4

ES-1.04

TYPICAL COMPOST SOCK WASHOUT

NOT TO SCALE

COMPOST FILTER SOCK

NOT TO SCALE

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Drawing No.

A S

N O

TE

D

Fe br ua ry

B R

B

D

JB

-2 5-w w w .e a d sg ro u p

.c o m

W

IT

H O

FF

IC

E S

IN

p h o n e

.9

.5 fa x:

.9

.4