3-Pratts Dam Road Construction Plan Set.pdf

PDF 12 MB Posted

Attached to
Pratts Dam Road Bank Stabilization Project
Solicitation number
US.235576
Issued by
Chester County, Pennsylvania

About this file

Written by GovTribe AI ·

This document is a comprehensive construction plan set for the Pratts Dam Road Bank Stabilization Project in West Brandywine Township, Chester County, Pennsylvania. The project involves the replacement of existing retaining walls along the west side of Pratts Dam Road with soldier pile retaining walls, construction of a secondary soldier pile retaining wall, placement of rock protection, drainage improvements, full depth pavement reconstruction, and safety feature upgrades. The work extends from Station 201+00.00 to Station 217+00.00, spanning approximately 1,600 feet (0.303 miles) for overall length and 1,500 feet (0.284 miles) for construction length. The design is classified as a Local Road/Street with a design speed of 35 miles per hour, pavement width of 22 feet, and current average daily traffic of 1,606 vehicles (projected 2027) increasing to 1,864 vehicles (projected 2047). The 19-sheet plan set, prepared by Professional Engineer Tiffany A. McClure and dated between October 2, 2025, and August 13, 2026, includes typical sections, cross sections, reference circles, profile plans, construction plans, drainage plans, guide rail plans, and erosion and sediment control measures. The project includes two retaining walls (L-695 and L-696) with associated plans totaling 28 and 13 sheets respectively, plus 23 sheets for roadway drainage and stabilization, signing and pavement marking, and traffic control.

Key construction quantities and specifications include Class 1 excavation (3,516 cubic yards), Class 2 excavation (1,625 cubic yards), selected borrow excavation (225 cubic yards), rock classifications R-3 and R-4 grouted, full depth asphalt pavement with Superpave mixtures (PG 64S-22, various depths), subbase and geotextile requirements, and approximately 1,500 linear feet of pavement. Safety features include Type 31-S guide rail (1,287.5 linear feet), impact attenuating devices, and delineators. Drainage improvements encompass 18-inch reinforced concrete pipes, inlet boxes, subsurface drain outlets, and erosion control products including temporary short-term rolled erosion control product (Type 2D), compost filter socks, and pumped water filter bags. Topsoil placement and seeding with Formula L (Clear Zone Mix) and Formula T (Temporary Grass Mix) are specified for stabilization. The project utilizes Pennsylvania State Plane Coordinate System (South Zone) NAD 83 as its horizontal control and NAVD 88 for vertical control. Utility notifications were performed through the PA One Call System with contact information provided for Verizon Pennsylvania, Comcast Cable Communications, PECO (Exelon), and other service providers. The project is managed by West Brandywine Township, with professional engineering services from an Eagleview, Pennsylvania-based firm.

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Other files

File Type Posted
9-Construction Plan Set Sheet 10 of 19 - ADDENDUM 1.pdf PDF
7-2026 10 27 - PRE BID MEETING MINUTES.pdf PDF
4-Pratts Dam Road Boiler Plate WITH EXHIBITS.pdf PDF
11-01 - Pratts Dam Road Addendum 1 - Cover Sheet.pdf PDF
10-Construction Plan Set Sheet 9 of 19 - ADDENDUM 1.pdf PDF
1-Pratts Dam Rd Wall L-696 Approved Plans April 2026.pdf PDF
5-Prevailing Wage Rates.pdf PDF
8-Pratts Dam Road Boiler Plate ADDENDUM 1 WITH EXHIBITS.pdf PDF
2-Pratts Dam Rd Wall L-695 Approved Plans April 2026.pdf PDF
6-Pratts Dam Road Construction Schedule.pdf PDF

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e x t f s

P r o j e c t s

P A

W e s t

B r a n d y

T w p

P r a t t s

C A

D D

P l a n

S e t

R o a d w a y

T S d g n

SCALE

HORIZONTAL

VERTICAL

25 50 FEET0

50 10 FEET

HIGHWAY CLASSIFICATION -

DESIGN SPEED -

PAVEMENT WIDTH -

CURRENT A.D.T. -

DESIGN YEAR A.D.T. -

SHOULDER WIDTH -

- D.H.V.

-D

-T 8.00%

60.0%

DRWN: CJH

CHKD: TAM

SHEETS

TOTAL

ALSO INCLUDED:

0.284

DRAWINGS

CONSTRUCTION

FOR

OF

TO STA. LENGTHFROM STA. FT. MI.

(610) 640-3500

Exton, PA 19341

2nd Floor

600 Eagleview Boulevard

Eagleview Corporate Center

REVISIONDATENO.

SHEET:

TITLE SHEET

SCALE:

35 M.P.H.

22 FEET

1,606 (2027)

2 SHEETS

CROSS SECTIONS

LOCAL ROAD/STREET

OF 19

1,864 (2047)

WEST BRANDYWINE TOWNSHIP

CHESTER COUNTY, PENNSYLVANIA

DESIGN DESIGNATION TRAFFIC DATA

PE076275

M

M

N

E P

O C

I

Y N

S L V

N A

PROFESSIONAL

ENGINEER

REGISTERED

A

F O

WN

O

AE L

H

T

TIFFANY A. MCCLURE CHESTER COUNTY, PENNSYLVANIA

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD

5/14/2026DATE:

1" = 50'

201+00.00 217+00.00 1500.00

0 FEET

DRAINAGE AND ROADWAY STABILIZATION IMPROVEMENTS

23 SHEETS

SIGNING AND PAVEMENT MARKING PLAN

TRAFFIC CONTROL PLAN

EROSION AND SEDIMENT CONTROL PLAN 5 SHEETS

BANK STABILIZATION PROJECT

PRATTS DAM ROAD CREEK

JOB NO.: 10190.002

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD (T-378) BANK STABILIZATION PROJECT

NONE

RETAINING WALL L-695 PLANS 28 SHEETS

RETAINING WALL L-696 PLANS 13 SHEETS

LEGAL RIGHT-OF-WAY FOR TWP RD

LEGAL RIGHT-OF-WAY FOR TWP RD

JEPSON ISSAC

CITY OF COATESVILLE

ALBA L GILBERTALBA L GILBERT

THOMAS S SIMEK

CATHERINE L &

WEST BRANDYWINE TOWNSHIP

CITY OF COATESVILLE

WEST CALN TOWNSHIP

BRANDYWINE CREEK

WEST BRANCH OF

SHEET INDEX BLOCK

SHEET

DESCRIPTION

TITLE SHEET

INDEX MAP

TYPICAL SECTIONS

RECORD OF EXISTING ROAD TYPES

PROFILE PLAN

CONSTRUCTION PLAN

INDEX MAP

2-4

PARCEL IDENTIFICATION NUMBER

PARCEL IDENTIFICATION NUMBER - NO TAKE

PLAN

PROFILE

17-19

ADJ. TO STA 217+00.00

LIMIT OF WORK

STA 201+00.00 TO ST. 217+00.00

ADJ. TO STA 201+00.00

LIMIT OF WORK

DEPTHS SHALL BE ACCEPTED BY THE CONTRACTOR.

DIFFERENCES BETWEEN THE LISTED DEPTHS AND THE ACTUAL

ONLY, ANY RISK OF UNANTICIPATED COSTS ASSOCIATED WITH

NOTE: THE DEPTHS OF MATERIAL SHOWN ARE FOR DESIGN PURPOSES

S E

S H

E E

T

O F

6-7

LOCATION MAP AND GENERAL NOTES

REFERENCE CIRCLES 8

9SUMMARY SHEET

TABULATION SHEETS 10-13

14-16

BASE & UNKNOWN SUBBASE

UNKNOWN WEARING, UNKNOWN

BASE, & SUBBASE

0.5' MIN. WEARING,

BASE, & SUBBASE

0.8' MIN WEARING,

P r o j e c t s

P A

W e s t

B r a n d y

T w p

P r a t t s

C A

D D

P l a n

S e t

R o a d w a y I

N d g n

DRWN: CJH

CHKD: TAM

(610) 640-3500

Exton, PA 19341

2nd Floor

600 Eagleview Boulevard

Eagleview Corporate Center

REVISIONDATENO.

SHEET:SCALE: OF 19

PE076275

M

M

N

E P

O C

I

Y N

S L V

N A

PROFESSIONAL

ENGINEER

REGISTERED

A

F O

WN

O

AE L

H

T

TIFFANY A. MCCLURE CHESTER COUNTY, PENNSYLVANIA

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD

10/2/2025DATE:

1" = 50'

BANK STABILIZATION PROJECT

PRATTS DAM ROAD CREEK

JOB NO.: 10190.002

(SR-340)

W KINGS HWY

0.1 MILES

200 201

� .RTSNOC & YEVRUS DR MAD STTARP

P C

P

C

P

C P T

P C

P T

)873-T( DAOR MAD STTARP

PT STA = 201+32.55

PC STA = 200+00.00

E = 2.00'

T = 66.35'

L = 132.55'

R = 1100.00'

PI STA 200+66.35

CONSTR. � CURVE 1

PRATTS DAM ROAD SURVEY &

PT STA = 203+23.91

PC STA = 202+14.89

E = 4.29'

T = 54.96'

L = 109.02'

R = 350.00'

PI STA 202+69.84

CONSTR. � CURVE 2

PRATTS DAM ROAD SURVEY &

PT STA = 205+62.80

PC STA = 203+90.48

E = 9.22'

T = 87.45'

L = 172.32'

R = 410.00'

PI STA 204+77.93

CONSTR. � CURVE 3

PRATTS DAM ROAD SURVEY &

PT STA = 206+59.03

PC STA = 205+92.50

E = 1.09'

T = 33.31'

L = 66.52'

R = 510.00'

PI STA 206+25.81

CONSTR. � CURVE 4

PRATTS DAM ROAD SURVEY &

BEGIN FULL DEPTH PAVEMENT

PRATTS DAM ROAD (T-378)

201+50.00

START WORK

CHESTER COUNTY

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD (T-378)

201+00.00

LIMIT OF WORK

PRATTS DAM ROAD (T-378)

202+93.80 LT

BEGIN RETAINING WALL 1

W

B R

A N

D Y

W I

N E

T

O W

N S

H I P

CITY OF COATESVILLE

THOMAS S SIMEK

CATHERINE L &

CITY OF COATESVILLE

ECKMAN

PATRICIA W & CHESTER M

GRAYBEAL

DARIN LYNN & MICHAEL A

LEGAL RIGHT-OF-WAY FOR TWP RD

LEGAL RIGHT-OF-WAY FOR TWP RD

W E

A L

N

T

O W

N S

H I P

BRANDYWINE CREEK

WEST BRANCH OF

P C

P T

� .RTSNOC & YEVRUS DR MAD STTARP

R

C

P T

P T

P C

MAD STTARP )873-T( DAOR

STTARP

)873-T( DAOR MAD

PT STA = 207+87.54

PC STA = 207+28.50

E = 0.86'

T = 29.55'

L = 59.04'

R = 510.00'

PI STA 207+58.05

CONSTR. � CURVE 5

PRATTS DAM ROAD SURVEY &

PT STA = 210+16.48

PC STA = 209+90.22

E = 0.17'

T = 13.13'

L = 26.26'

R = 510.00'

PI STA 210+03.35

CONSTR. � CURVE 8

PRATTS DAM ROAD SURVEY &

PT STA = 212+26.35

PC STA = 210+51.49

E = 12.54'

T = 89.75'

L = 174.86'

R = 315.00'

PI STA 211+41.24

CONSTR. � CURVE 9

PRATTS DAM ROAD SURVEY &

PT STA = 215+33.31

PC STA = 214+02.01

E = 2.27'

T = 65.75'

L = 131.30'

R = 950.00'

PI STA 214+67.76

CONSTR. � CURVE 10

PRATTS DAM ROAD SURVEY &

PRC STA = 209+21.98

PC STA = 208+19.64

E = 1.46'

T = 51.23'

L = 102.34'

R = 900.00'

PI STA 208+70.86

CONSTR. � CURVE 6

PRATTS DAM ROAD SURVEY &

PT STA = 209+56.67

PRC STA = 209+21.98

E = 0.30'

T = 17.35'

L = 34.69'

R = 510.00'

PI STA 209+39.33

CONSTR. � CURVE 7

PRATTS DAM ROAD SURVEY &

PT STA = 215+33.31

PC STA = 214+02.01

E = 2.27'

T = 65.75'

L = 131.30'

R = 950.00'

PI STA 214+67.76

CONSTR. � CURVE 10

PRATTS DAM ROAD SURVEY &

P r o j e c t s

P A

W e s t

B r a n d y

T w p

P r a t t s

C A

D D

P l a n

S e t

R o a d w a y I

N d g n

DRWN: CJH

CHKD: TAM

(610) 640-3500

Exton, PA 19341

2nd Floor

600 Eagleview Boulevard

Eagleview Corporate Center

REVISIONDATENO.

SHEET:SCALE: OF 19

PE076275

M

M

N

E P

O C

I

Y N

S L V

N A

PROFESSIONAL

ENGINEER

REGISTERED

A

F O

WN

O

AE L

H

T

TIFFANY A. MCCLURE CHESTER COUNTY, PENNSYLVANIA

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD

10/2/2025DATE:

1" = 50'

BANK STABILIZATION PROJECT

PRATTS DAM ROAD CREEK

JOB NO.: 10190.002

INDEX MAP

PARCEL IDENTIFICATION NUMBER

PARCEL IDENTIFICATION NUMBER - NO TAKE

PLAN

PROFILE

S

E E

S

E E

CITY OF COATESVILLE

THOMAS S SIMEK

CATHERINE L &

DORIS E ABERTS

LEGAL R

IGHT-OF-WAY F

OR T

WP R

D

LEGAL R

IGHT-OF-WAY F

OR T

WP R

D

L A

N D

O V

D

M I L E S

P T

PRATTS DAM R

D S

URVEY & C

ONSTR.

MAD STTARP )873-T( DAOR

P C

PT STA = 215+33.31

PC STA = 214+02.01

E = 2.27'

T = 65.75'

L = 131.30'

R = 950.00'

PI STA 214+67.76

CONSTR. � CURVE 10

PRATTS DAM ROAD SURVEY &

PT STA = 216+86.18

PC STA = 216+45.43

E = 0.66'

T = 20.40'

L = 40.75'

R = 315.00'

PI STA 216+65.83

CONSTR. � CURVE 11

PRATTS DAM ROAD SURVEY &

PT STA = 217+37.90

PC STA = 217+00.00

E = 3.12'

T = 19.61'

L = 37.91'

R = 60.00'

PI STA 217+19.61

CONSTR. � CURVE 12

PRATTS DAM ROAD SURVEY &

PT STA = 217+88.81

PC STA = 216+65.23

E = 0.73'

T = 11.85'

L = 23.58'

R = 96.11'

PI STA 217+77.08

CONSTR. � CURVE 13

PRATTS DAM ROAD SURVEY &

PRATTS DAM ROAD (T-378)

215+90.66 LT

END RETAINING WALL 2

PRATTS DAM ROAD (T-378)

216+00.00

BEGIN MILL AND OVERLAY

END FULL DEPTH PAVEMENT

PRATTS DAM ROAD (T-378)

216+50.00

END MILL AND OVERLAY

STOP WORK

CHESTER COUNTY

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD (T-378)

217+00.00

LIMIT OF WORK

PT STA = 215+33.31

PC STA = 214+02.01

E = 2.27'

T = 65.75'

L = 131.30'

R = 950.00'

PI STA 214+67.76

CONSTR. � CURVE 10

PRATTS DAM ROAD SURVEY &

P r o j e c t s

P A

W e s t

B r a n d y

T w p

P r a t t s

C A

D D

P l a n

S e t

R o a d w a y I

N d g n

DRWN: CJH

CHKD: TAM

(610) 640-3500

Exton, PA 19341

2nd Floor

600 Eagleview Boulevard

Eagleview Corporate Center

REVISIONDATENO.

SHEET:SCALE: OF 19

PE076275

M

M

N

E P

O C

I

Y N

S L V

N A

PROFESSIONAL

ENGINEER

REGISTERED

A

F O

WN

O

AE L

H

T

TIFFANY A. MCCLURE CHESTER COUNTY, PENNSYLVANIA

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD

10/2/2025DATE:

1" = 50'

BANK STABILIZATION PROJECT

PRATTS DAM ROAD CREEK

JOB NO.: 10190.002

INDEX MAP

PARCEL IDENTIFICATION NUMBER

PARCEL IDENTIFICATION NUMBER - NO TAKE

PLAN

PROFILE

S

E E

251169.1810 2507727.0163

NO.

POINT

NORTHING (Y) EASTING (X) DESCRIPTION

2507927.6240

IMPLY A PRECISION BEYOND TWO (2) PLACES.

COMPUTATIONAL PURPOSES ONLY AND DO NOT

FOUR (4) PLACE COORDINATES ARE USED FOR

CONTROL POINT COORDINATES

SUMMARY OF TRAVERSE

SOUTH ZONE NAD83 - U.S. SURVEY FEET

BASED ON PA STATE PLANE

250987.2510

ONLY AND DO NOT IMPLY PRECISION BEYOND TWO (2) PLACES.

NOTE: FOUR (4) PLACE COORDINATES ARE FOR COMPUTATIONAL PURPOSES

SOUTH ZONE NAD 83 - U.S. SURVEY FEET

BASED ON PA STATE PLANE

POB

PI

PT

PC

NORTH EAST

COORDINATES

BEARING

POINTSTATIONROUTE

COORDINATES

SUMMARY OF PROJECT

251218.6093

251273.0003 2507644.7431

251588.6167 2507357.6555

251385.5454 2507566.1031

NOTE:

1 REBAR

2507666.0260251221.7160103

251340.7520100

2507405.3870251436.3310101

2507083.8900251933.0600102

2507267.5960251580.2930104

2506886.6260252212.2200105

2506545.1810252413.7550106

MAG

2507583.2760 NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

2 251150.6780 2507770.8660 REBAR

2507456.9320251457.1030

2507332.6240251615.0540

2507216.5970251864.2610

3 MAG

4 MAG

5 MAG

2507083.5260252110.9180

2506643.7230252386.0310

2506598.4740252522.3750

REBAR

REBAR

REBAR

200+00.00

200+66.35

201+32.55

202+14.89

PT

PC

251418.7793 2507522.3328

251459.0361 2507469.3132

203+23.91

203+90.48

PI202+69.84

2507399.6652

PT

PC

251588.6167 2507357.6555

251614.6676 2507343.3867

205+62.80

205+92.50

PI204+77.93

251643.8819

PT 251674.9294 2507315.3197

251739.6813 2507290.1559

206+59.03

207+28.50

PI206+25.81

251511.9186

PI

PT

251767.2281 2507279.4507

251793.3540 2507265.6352

207+58.05

207+87.54

251821.7294 2507250.6302

PI 251867.0133 2507226.6839208+70.86

PC208+19.64

251909.2877 2507197.7540209+21.98

251923.6090 2507187.9534

PT 251938.5635 2507179.1489209+56.67

PI209+39.33

PC 251967.4716 2507162.1292209+90.22

252168.7897 2506982.0493210+03.35

2507682.7485 N41°50'51"W

N34°56'37"W

N52°47'29"W

2507327.3853

N28°42'39W

PC

N21°14'13"W

N27°52'12"W

PRC N34°23'07"W

PI

N30°29'15"W

251990.4332 2507149.3948210+16.48 PT

252021.4802 2507133.2069210+51.49 PC

252101.0586 2507091.7148211+41.24 PI

N27°32'15"W

252146.8201 2507014.5124212+26.35 PT

252236.3896 2506863.4034214+02.01 PC

2506806.8406PI 252269.9170214+67.76

N59°20'34"W

2506755.4361PT 252310.9172215+33.31

2506667.7803PC 252380.8315216+45.43

2506651.8307PI 252393.5529216+65.83

N51°25'27"W

2506637.6553PT 252408.2254216+86.18

2506628.0507252418.1668217+00.00

N44°00'46"W

P R

A T

U

R V

Y

N S

T R

U C

T I

O N

PC

217+19.61 PI 252432.2694 2506614.4359

217+37.90 PT 252451.6964 2506611.7593

2506608.0428252478.7714217+65.23 PC

217+77.08 PI 252490.5091 2506606.4316

217+88.81 PT 252502.2866 2506607.7193

218+22.92 252536.1980 2506611.4270

N7°48'57"W

N6°14'23"W

POE

EARTHWORK SUMMARY ENTIRE PROJECT

EMBANKMENT/WASTE QUANTITIES PROVIDED FOR INFORMATION PURPOSES ONLY

PART OF LUMP SUM STRUCTURE

OF WASTE

CUBIC YDS.

EXCAVATION

BORROW

CUBIC YDS. OF

EMBANKMENT

COMPLETED

CUBIC YDS. OF

CLASS 4CLASS 3CLASS 1

CUBIC YDS. OF EXCAVATION

DO NOT USE AS A WAIVER OF ANY PROVISIONS OF THE SPECIFICATIONS AND CONTRACTS.

THE INFORMATION ON ESTIMATED AMOUNTS OF EARTHWORK HAS BEEN USED IN THE PRELIMINARY ESTIMATE.

CLASS 2

1750 7

CLASS 3 OVER EXC

CLASS R-3

ROCK,

R-4, GROUTED, CY

EXCAVATION ROCK, CLASS

SELECTED BORROW

8481031 2573

GENERAL NOTES

AND THE SAFETY OF THE TRAVELING PUBLIC.

SUPPORT AND PROTECTION OF THE HIGHWAY RIGHT-OF-WAY

AREA WHICH IS NOT DETRIMENTAL TO THE NECESSARY

PROPERTY OWNER FROM MAKING ANY LEGAL USE OF THE

THE LAND. THE EASEMENT SHALL NOT PREVENT THE

AND ALTER DRAINAGE FACILITIES AND THE CONTOUR OF

CONSTRUCT, INSPECT, MAINTAIN, REPAIR, RECONSTRUCT

PROTECTION OF THE HIGHWAY, INCLUDING THE RIGHT TO

SLOPE EASEMENT. AN EASEMENT FOR THE SUPPORT AND

GENERAL NOTES

VERTICAL DATUM OF 1988 (NAVD 88).

VERTICAL CONTROL IS BASED UPON THE NORTH AMERICAN

COMBINED GRID SCALE FACTOR: 0.999975804

UNLESS OTHERWISE INDICATED.

ALL CURVE DATA IS BASED ON THE ARC DEFINITION

(2011), BASED ON GPD OBSERVATIONS SEPTEMBER 2022.

STATE PLANE COORDINATE SYSTEM (SOUTH ZONE) NAD 1983

HORIZONTAL CONTROL IS TIED TO THE PENNSYLVANIA

RC-75M FEB. 10, 2026

RC-74M FEB. 10, 2026

RC-73M FEB. 10, 2026

RC-70M FEB. 10, 2026

RC-51M FEB. 10, 2026

RC-50M FEB. 10, 2026

RC-40M FEB. 10, 2026

RC-30M FEB. 10, 2026

RC-28M FEB. 10, 2026

RC-25M FEB. 10, 2026

RC-13M FEB. 10, 2026

RC-12M FEB. 10, 2026

RC-11M FEB. 10, 2026

RC-10M FEB. 10, 2026

FOLLOWING STANDARD DRAWINGS:

DETAILS, OTHER THAN THOSE INDICATED, ARE ON THE

FOR BC NOTES.

* SEE STRUCTURE PLANS

TC-8716 MAR. 16, 2026

TC-8715 MAR. 16, 2026

TC-8702B MAR. 16, 2026

TC-8604 MAR. 16, 2026

TC-8600 MAR. 16, 2026

RC-92M FEB. 10, 2026

RC-77M FEB. 10, 2026

AMENDED OCT. 30, 2017).

LINE PROTECTION LAW ACT 50 (P.L.852, NO. 287

REQUIRED BY PENNSYLVANIA'S UNDERGROUND UTILITY

DAMAGED, OR PREVIOUS DAMAGE IS DISCOVERED AS

BUSINESS DAYS AFTER A UTILITY IS STRUCK,

ONE CALL SYSTEM, WWW.PA1CALL.ORG, WITHIN TEN (10)

THE PA PUBLIC UTILITY COMMISSION THROUGH THE PA

AND SUBMIT AN ALLEGED VIOLATION REPORT (AVR) TO

THE CONTRACTOR IS REQUIRED TO NOTIFY THE TOWNSHIP

HTTPS://WWW.PA1CALL.ORG/PA811/PUBLIC/.

TOWNSHIP. ADDITIONAL INFORMATION IS AVAILABLE AT

NO. FOR WEST BRANDYWINE

INC., PHONE 1-800-242-1776, SERIAL

CONTRACTOR MUST CONTACT THE PA ONE CALL SYSTEM,

BASED ON THE COMPLEXITY OF THE PROJECT, THE

THREE TO TEN WORKING DAYS PRIOR TO EXCAVATION

HYDRANT, FIRE CALL BOX, OR POLICE CALL BOX.

DO NOT INTERFERE WITH THE OPERATION OF ANY FIRE

BY THE TOWNSHIP.

PIPE OR DITCH WITHOUT ADVANCED WRITTEN APPROVAL

ANY PIPE OR DITCH BE CONNECTED TO THE TOWNSHIP'S

OF ANY KIND MAY BE ERECTED IN THE AREA, NOR MAY

NECESSARY FLOW OF WATER. HOWEVER, NO STRUCTURE

USE OF THE AREA WHICH IS NOT DETRIMENTAL TO THE

PREVENT THE PROPERTY OWNER FROM MAKING ANY LEGAL

DRAINAGE FACILITIES. THE EASEMENT SHALL NOT

RECONSTRUCTION, AND ALTERNATION OF HIGHWAY

CONSTRUCTION, INSPECTION, MAINTENANCE, REPAIR,

DRAINAGE EASEMENT. AN EASEMENT FOR THE

BASED ON THE TOWNSHIP RECORDS AND PLANS.

STATION 200+00.00 TO 217+00.00 IS FIFTY FEET (50')

THE LEGAL RIGHT-OF-WAY ON PRATTS DAM ROAD, FROM

LOCATION MAP

LEGEND

TOWNSHIP ROAD

STREAM

STATE ROAD

LIMIT OF WORK

LIMIT OF WORK

TOWNSHIP BOUNDARY

DETOUR

SCALE IN FEET

375 375 750

TOWNSHIP

WEST CALN

MA

T

A R

P

D A

N A

M

EVI

V O

D N

A L

D V

L

I Z

A R

F

RIC YELLAV MODEERF

E V

I

K

ORBDOOW

TOWNSHIP

BRANDYWINE

WEST

YWH SGNIK W

CHESTER COUNTY

TOWNSHIP

WEST BRANDYWINE

PRATTS DAM ROAD

STA 217+00.00

CHESTER COUNTY

TOWNSHIP

WEST BRANDYWINE

PRATTS DAM ROAD

STA 201+00.00

K

E

N

I

WY

D N

A

N A

E W

K E

E

I W

Y D

N A

N

ARB

TSEW

DAOR NOINU

PROJECT LOCATION

STATION 201+00.00 TO STATION 201+50.00 TO

0.2840.303

ROUTE

TABULATION OF OVERALL AND CONSTRUCTION LENGTHS

OVERALL

MILESFEET

LENGTH

CONSTRUCTION

MILESFEET

LENGTH

ROAD

PRATTS DAM

STATION 217+00.00

1600.00

STATION 216+50.00

1500.00

(610)380-8200

TOWNSHIP

LIST OF MUNICIPALITIES

REPRESENTATIVE TELEPHONE

WEST BRANDYWINE TOWNSHIP

MR. NOAH STRIBRNY

TOWNSHIP MANAGER

LIST OF EQUALITIES

NONE

-T1-

-E1-

-T2- (484) 947-8586

LLC.

VERIZON PENNSYLVANIA

TELEPHONEREPRESENTATIVEADDRESSOWNERSYMBOL

LIST OF PUBLIC UTILITIES

(267) 533-0292

-W- (610) 380-8200

(717) 405-4280

WEST BRANDYWINE, PA 19320

198 LAFAYETTE ROAD

COMMUNICATIONS INC.

COMCAST CABLE

COMPANY

PECO AN EXELON

TOWNSHIP

WEST BRANDYWINE

CONSHOHOCKEN, PA 19428

300 FRONT ST., BUILDING 2

FORT WASHINGTON, PA 19034

1050 VIRGINIA DRIVE

GIANCARLO MIGLIUOLO

DALE BARNETT

LANCASTER, PA 17601

1725-A OREGON PIKE

DARREN MARSTELLER

* FINAL DESIGN SERIAL NO. 20250622020 ON MARCH 03, 2025

* PRELIMINARY DESIGN SERIAL NO. 20222171180 ON AUGUST 05, 2022

PA ONE CALL NOTIFICATIONS PERFORMED DURING PROJECT DEVELOPMENT ARE AS FOLLOWS:

JESSE GUARNERI

e x t f s

P r o j e c t s

P A

W e s t

B r a n d y

T w p

P r a t t s

C A

D D

P l a n

S e t

R o a d w a y

G N d g n

DRWN: CJH

CHKD: TAM

(610) 640-3500

Exton, PA 19341

2nd Floor

600 Eagleview Boulevard

Eagleview Corporate Center

REVISIONDATENO.

SHEET:SCALE: OF 19

PE076275

M

M

N

E P

O C

I

Y N

S L V

N A

PROFESSIONAL

ENGINEER

REGISTERED

A

F O

WN

O

AE L

H

T

TIFFANY A. MCCLURE CHESTER COUNTY, PENNSYLVANIA

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD

8/13/2026DATE:

1" = 50'

BANK STABILIZATION PROJECT

PRATTS DAM ROAD CREEK

JOB NO.: 10190.002

TYPICAL SECTION

NOTES:

* REFER TO CROSS SECTIONS FOR 6" PAVEMENT BASE DRAIN LOCATIONS.

PGL

GROUNDEXIS

TING

EROSION CONTROL PRODUCT, TYPE 1D

TEMPORARY ULTRA SHORT-TERM, ROLLED

TOPSOIL, 4" DEPTH

TOPSOIL, 4" DEPTH

10'-0"

LANE

PRATTS DAM ROAD

GROUND

EXI

STI

NG

MAX

10:1

FOR LOCATIONS)

(SEE PLANS

GUIDE RAIL

2'-0"

10:1

MIN.

X

EROSION CONTROL PRODUCT, TYPE 1D

TEMPORARY ULTRA SHORT-TERM, ROLLED

SUBBASE 6" DEPTH, (NO. 2A)

GEOTEXTILE, CLASS 4, TYPE A

PG 64S-22, 0.3 TO < 3 MILLION ESALs, 9.5mm MIX, 1•" DEPTH, SRL-G

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

PG 64S-22, 0.3 TO < 3 MILLION ESALs, 19.0mm MIX, 2•" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE,

PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0mm MIX, 6" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE,

INCLUDING MULCH

FORMULA C CONSERVATION MIX

SUPPLEMENTS -

SEEDING AND SOIL

ASPHALT TACK COAT

ASPHALT TACK COAT

INCLUDING MULCH

FORMULA L CLEAR ZONE MIX

SEEDING AND SOIL SUPPLEMENTS -

10'-0"

LANE

1'-11"

SHLDR

VARIES FROM 0.50% TO 2.00% VARIES FROM 2.50% TO 0.00%

NOT TO SCALE

STA 215+90.60 TO STA 216+00.00

STA 201+50.00 TO STA 202+93.80

6" PAVEMENT BASE DRAIN *

CONSTR. �

PRATTS DAM ROAD SURVEY &

DRIVEWAY ADJUSTMENT

VARIES

DRIVEWAY

EXISTING

5'-0"

SUBBASE 6" DEPTH, (NO. 2A)

PG 64S-22, 0.3 TO < 3 MILLION ESALs, 9.5MM MIX, 1•" DEPTH, SRL-G

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

ASPHALT TACK COAT

PRATTS DAM ROAD - DRIVEWAY ADJUSTMENT

NOT TO SCALE

STA 211+68.71 RT TO STA 212+04.76 RT

PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25MM MIX, 6" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE,

PGL

GROUNDEXIS

TING

LANE

EROSION CONTROL PRODUCT, TYPE 1D

TEMPORARY ULTRA SHORT-TERM, ROLLED

TOPSOIL, 4" DEPTH

SUBBASE 6" DEPTH, (NO. 2A)

GEOTEXTILE, CLASS 4, TYPE A

10'-0"

LANE

PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 6" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE,

PRATTS DAM ROAD

FOR LOCATIONS)

(SEE PLANS

RETAINING WALL

GUIDE RAIL

2'-7"

10:1

CONSTR. �

PRATTS DAM ROAD SURVEY &

NOT TO SCALE

STA 214+05.56 TO STA 215+90.60

STA 202+93.80 TO STA 206+13.29

INCLUDING MULCH

FORMULA C CONSERVATION MIX

SUPPLEMENTS -

SEEDING AND SOIL

2.00%

ASPHALT TACK COAT

ASPHALT TACK COAT

1'-11"

SHLDR

10'-0"

6" PAVEMENT BASE DRAIN *GROUND

EXI

STI

NG

CLASS R-4, GROUTED

EXCAVATION ROCK,

SELECTED BORROW

PG 64S-22, 0.3 TO < 3 MILLION ESALs, 9.5 MM MIX, 1•" DEPTH, SRL-G

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

PG 64S-22, 0.3 TO < 3 MILLION ESALs, 19.0 MM MIX, 2•" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE,ROCK, CLASS R-3

VARIES FROM 0.00% TO 2.00%

P r o j e c t s

P A

W e s t

B r a n d y

T w p

P r a t t s

C A

D D

P l a n

S e t

R o a d w a y

T Y

P d g n

DRWN: CJH

CHKD: TAM

(610) 640-3500

Exton, PA 19341

2nd Floor

600 Eagleview Boulevard

Eagleview Corporate Center

REVISIONDATENO.

SHEET:SCALE: OF 19

PE076275

M

M

N

E P

O C

I

Y N

S L V

N A

PROFESSIONAL

ENGINEER

REGISTERED

A

F O

WN

O

AE L

H

T

TIFFANY A. MCCLURE CHESTER COUNTY, PENNSYLVANIA

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD

10/13/2025DATE:

1" = 50'

BANK STABILIZATION PROJECT

TYPICAL SECTION

NOTES:

** SEE SUPERELEVATION TRANSITION TABLE ON THIS SHEET

* REFER TO CROSS SECTIONS FOR 6" PAVEMENT BASE DRAIN LOCATIONS.

STATION LT RT

TRANSITION TABLE

SUPERELEVATION

-2.00%

-2.00%

-2.00%

-2.00%

-2.00%

-2.00%

-2.50%

-2.75%

-2.50%

-2.00%

-2.00%

-2.00%

-2.00%

0.00%

0.50%

1.00%

1.50%

2.00%

2.50%

2.75%

2.50%

2.00%

1.50%

1.25%

205+50.00

206+13.29

206+29.11

206+44.94

206+60.76

206+76.58

206+92.41

207+00.00

210+83.33

211+00.00

211+33.33

-2.00% 1.25%

-2.00% 1.00%

-2.00% 0.13%

-2.00% 0.00%

-2.00% -1.00%

-2.00% -1.50%

211+50.00

213+50.00

213+61.11

214+00.00

214+05.56

214+50.00

214+75.00

-2.00%-2.00%215+00.00

PGL

GROUNDEXIS

TING LANE

EROSION CONTROL PRODUCT, TYPE 1D

TEMPORARY ULTRA SHORT-TERM, ROLLED

TOPSOIL, 4" DEPTH

SUBBASE 6" DEPTH, (NO. 2A)

GEOTEXTILE, CLASS 4, TYPE A

10'-0"

LANE

PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 6" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE,

PRATTS DAM ROAD

GROUND

EXI

STI

NG

FOR LOCATIONS)

(SEE PLANS

RETAINING WALL

GUIDE RAIL

2'-7"

10:1

CONSTR. �

PRATTS DAM ROAD SURVEY &

INCLUDING MULCH

FORMULA C CONSERVATION MIX

SUPPLEMENTS -

SEEDING AND SOIL

emax

ASPHALT TACK COAT

ASPHALT TACK COAT

1'-11"

SHLDR

=2.75% emax

=2.75%

NOT TO SCALE

STA 213+05.00 TO STA 214+05.56

STA 206+13.29 TO STA 212+00.00

CLASS R-4, GROUTED

EXCAVATION ROCK,

SELECTED BORROW

PG 64S-22, 0.3 TO < 3 MILLION ESALs, 9.5 MM MIX, 1•" DEPTH, SRL-G

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

PG 64S-22, 0.3 TO < 3 MILLION ESALs, 19.0 MM MIX, 2•" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE,

ROCK, CLASS R-3

PGL

GROUNDEXIS

TING

EROSION CONTROL PRODUCT, TYPE 1D

TEMPORARY ULTRA SHORT-TERM, ROLLED

TOPSOIL, 4" DEPTH

10'-0"

LANE

PRATTS DAM ROAD

CONSTR. �

PRATTS DAM ROAD

GROUND

EXI

STI

NG

GUIDE RAIL

2'-0"

10:1

MIN.

X EROSION CONTROL PRODUCT, TYPE 1D

TEMPORARY ULTRA SHORT-TERM, ROLLED

SUBBASE 6" DEPTH, (NO. 2A)

GEOTEXTILE, CLASS 4, TYPE A

PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 6" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE,

INCLUDING MULCH

FORMULA C CONSERVATION MIX

SUPPLEMENTS -

SEEDING AND SOIL

=2.0%**emax

ASPHALT TACK COAT

ASPHALT TACK COAT

INCLUDING MULCH

FORMULA L CLEAR ZONE MIX

SEEDING AND SOIL SUPPLEMENTS -

10'-0"

LANE

1'-11"

SHLDR

NOT TO SCALE

STA 212+00.00 TO STA 213+05.00

TOPSOIL, 4" DEPTH

emax =1.25%**

PG 64S-22, 0.3 TO < 3 MILLION ESALs, 9.5 MM MIX, 1•" DEPTH, SRL-G

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE,

PG 64S-22, 0.3 TO < 3 MILLION ESALs, 19.0 MM MIX, 2•" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE,

10'-0"

PGL

GROUNDEXIS

TING

LANE

EROSION CONTROL PRODUCT, TYPE 1D

TEMPORARY ULTRA SHORT-TERM, ROLLED

TOPSOIL, 4" DEPTH

TOPSOIL, 4" DEPTH

10'-0"

LANE

PRATTS DAM ROAD

GROUND

EXI

STI

NG

2'-0"

MIN.

X

EROSION CONTROL PRODUCT, TYPE 1D

TEMPORARY ULTRA SHORT-TERM, ROLLED

FOR LOCATIONS)

(SEE PLANS

GUIDE RAIL

NOT TO SCALE

STA 216+00.00 TO STA 216+50.00

CONSTR. �

PRATTS DAM ROAD SURVEY &

INCLUDING MULCH

FORMULA C CONSERVATION MIX

SUPPLEMENTS -

SEEDING AND SOIL

VARIES FROM 8'-0" TO 10'-0"

ASPHALT TACK COAT

INCLUDING MULCH

FORMULA L CLEAR ZONE MIX

SEEDING AND SOIL SUPPLEMENTS -

VARIES FROM 2.50% TO 3.21%VARIES FROM 0.53% TO 2.00%

MILLED MATERIAL RETAINED BY CONTRACTOR

MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH,

0.3 TO < 3 MILLION ESALs, 9.5 MM MIX, 1•" DEPTH, SRL-G

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22,

P r o j e c t s

P A

W e s t

B r a n d y

T w p

P r a t t s

C A

D D

P l a n

S e t

R o a d w a y

B

T Y

P d g n

DRWN: CJH

CHKD: TAM

(610) 640-3500

Exton, PA 19341

2nd Floor

600 Eagleview Boulevard

Eagleview Corporate Center

REVISIONDATENO.

SHEET:SCALE: OF 19

PE076275

M

M

N

E P

O C

I

Y N

S L V

N A

PROFESSIONAL

ENGINEER

REGISTERED

A

F O

WN

O

AE L

H

T

TIFFANY A. MCCLURE CHESTER COUNTY, PENNSYLVANIA

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD

10/13/2025DATE:

1" = 50'

BANK STABILIZATION PROJECT

** SEE SUPERELEVATION TRANSITION TABLE ON THIS SHEET

* REFER TO CROSS SECTIONS FOR 6" PAVEMENT BASE DRAIN LOCATIONS.

REFERENCE CIRCLES

89°55'47"

66.51'

179°55'28"

57.60'

W/CAP

REBAR

W/CAP

REBAR

90°00'35"

W/CAP

REBAR

CONSTR �

PRATTS DAM RD

PC STA 203+90.48

PRATTS DAM ROAD

89°52'13"

57.60' 66.51'

89°53'06" 90°11'26"

W/CAP

REBAR

W/CAP

REBAR

W/CAP

REBAR

CONSTR. �

PRATTS DAM RD

PT STA 203+23.91

PRATTS DAM ROAD

89°55'28"

32.11'

179°57'10"

60.96'

W/CAP

REBAR

W/CAP

REBAR

86°35'47"

CONSTR �

PRATTS DAM RD

W/CAP

REBAR

PC STA 207+28.50

PRATTS DAM ROAD

89°56'04"

32.11'

86°37'46" 90°25'04"

W/CAP

REBAR

W/CAP

REBAR

CONSTR. �

PRATTS DAM RD

W/CAP

REBAR

60.96'

PT STA 207+87.54

PRATTS DAM ROAD

89°55'53"

32.11'

179°57'10"

60.96'

W/CAP

REBAR

W/CAP

REBAR

86°42'59"

W/CAP

REBAR

CONSTR �

PRATTS DAM RD

PC STA 208+19.64

PRATTS DAM ROAD

89°59'17"

87.81'

179°59'47"

87.84'

W/CAP

REBAR

W/CAP

REBAR

90°00'29"

CONSTR �

PRATTS DAM RD

W/CAP

REBAR

PT STA 212+26.35

PRATTS DAM ROAD

89°58'25"

87.81'

179°59'47"

87.84'

W/CAP

REBAR

W/CAP

REBAR

90°01'37"

W/CAP

REBAR

CONSTR �

PRATTS DAM RD

PC STA 214+02.01

PRATTS DAM ROAD

90°00'19"

38.58' 13.82'

93°43'06" 90°00'04"

W/CAP

REBAR

W/CAP

REBAR

W/CAP

REBAR

CONSTR. �

PRATTS DAM RD

PT STA 216+86.18

PRATTS DAM ROAD

89°59'49"

56.05'

179°59'43"

56.07'

W/CAP

REBAR

W/CAP

REBAR

90°00'01"

W/CAP

REBAR

CONSTR �

PRATTS DAM RD

PC STA 216+65.83

PRATTS DAM ROAD

90°00'53"

179°59'43"

56.07'

W/CAP

REBAR

W/CAP

REBAR

89°59'00"

CONSTR �

PRATTS DAM RD

56.05'

W/CAP

REBAR

PT STA 215+33.31

PRATTS DAM ROAD

89°59'29"

13.82'

176°16'50"

38.58'

W/CAP

REBAR

W/CAP

REBAR

90°00'01"

W/CAP

REBAR

CONSTR �

PRATTS DAM RD

PC STA 217+00.00

PRATTS DAM ROAD

87°46'47"

65.60'

180°00'36"

65.54'

W/CAP

REBAR

W/CAP

REBAR

91°13'28"

W/CAP

REBAR

CONSTR �

PRATTS DAM RD

PC STA 200+00.00

PRATTS DAM ROAD

89°56'03"

65.60'

180°00'36"

65.54'

W/CAP

REBAR

W/CAP

REBAR

93°24'13"

W/CAP

REBAR

CONSTR �

PRATTS DAM RD

PC STA 201+32.55

PRATTS DAM ROAD

90°00'51"

57.53'

W/CAP

REBAR

90°01'25"

CONSTR �

PRATTS DAM RD

.6

0'

197°52'18"

W/CAP

REBAR

W/CAP

REBAR

PC STA 202+14.89

PRATTS DAM ROAD

P r o j e c t s

P A

W e s t

B r a n d y

T w p

P r a t t s

C A

D D

P l a n

S e t

R o a d w a y

R e f e r e n c e i r c l e s d g n

DRWN: CJH

CHKD: TAM

(610) 640-3500

Exton, PA 19341

2nd Floor

600 Eagleview Boulevard

Eagleview Corporate Center

REVISIONDATENO.

SHEET:SCALE: OF 19

PE076275

M

M

N

E P

O C

I

Y N

S L V

N A

PROFESSIONAL

ENGINEER

REGISTERED

A

F O

WN

O

AE L

H

T

TIFFANY A. MCCLURE CHESTER COUNTY, PENNSYLVANIA

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD

10/2/2025DATE:

1" = 50'

BANK STABILIZATION PROJECT

OF

REVISIONS DATE BY DISTRICT COUNTY ROUTE SECTION SHEET

SUMMARY

QUANTITY

NO

ITEM

UNIT

DESCRIPTION NO

DESIGN

SHEET

SEE

TAB

FOR

QUANTITY

NO

ITEM

UNIT

DESCRIPTION NO

DESIGN

SHEET

SEE

TAB

FOR

QUANTITY

NO

ITEM

UNIT

DESCRIPTION NO

DESIGN

SHEET

SEE

TAB

FOR

QUANTITY

NO

ITEM

UNIT

DESCRIPTION NO

DESIGN

SHEET

SEE

TAB

FOR

REVISION NO

ENGINEER

PROFESSIONAL

REGISTERED

P E

N N

S Y L V A

N

I A

C O

M

M O

NWEALT

H

O F

06 CHESTER 7015 L-695 9 19

WEST BRANDYWINE TOWNSHIP

♦ - SEE SPECIAL PROVISIONS

LS

CLEARING AND GRUBBING NO TAB

EACH

66" RED SUBSURFACE DRAIN OUTLET MARKER 10

LF

2 3000

AND

AND

AND

AND

EITHER

AND

AND

AND

10000

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

AND

AND

AND

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER

COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 19.0

MM MIX, 2 1/2" DEPTH

4" WHITE EPOXY PAVEMENT MARKINGS

LF

LS

LS

DOLLA

CY

CLASS 1 EXCAVATION 10 PERMANENT IMPACT ATTENUATING DEVICE, TYPE II,

TEST LEVEL 3, TANGENT (MASH)

E & S

CLASS 2 EXCAVATION

E & S

E & S

E & S

LB

EACH

LF

CY

LB

LB

EACH

LF

LS

SF

LF

SAW CUTTING 10

LF

4" YELLOW EPOXY PAVEMENT MARKINGS

E & S

TCP

TYPE 31-S GUIDE RAIL

TYPE 31-SC GUIDE RAIL

TEMPORARY BARRIER, TEST LEVEL 3, BARRIER

DEFLECTION DISTANCE < /=2'

MICROCOMPUTER WITH BATTERY BACKUP SYSTEM,

TYPE A

TOPSOIL FURNISHED AND PLACED

TEMPORARY SHORT-TERM, ROLLED EROSION

CONTROL PRODUCT, TYPE 2D

PUMPED WATER FILTER BAG

MAINTENANCE AND PROTECTION OF TRAFFIC

DURING CONSTRUCTION

ADDITIONAL TRAFFIC CONTROL SIGNS

SOLDIER PILE RETAINING WALL, AS DESIGNED, L-695

CY

LF

CY

REINFORCEMENT BARS, EPOXY COATED

CONSTRUCTION SURVEYING, TYPE D

FOREIGN BORROW EXCAVATION 10

CY

SELECTED BORROW EXCAVATION ROCK, CLASS R-4,

GROUTED

STR ,

LS

DOWEL HOLES, 12" DEPTH

42" DIAMETER DRILLED CAISSONS, SHAFT SECTION

IN SOIL

LF

GEOTEXTILE, CLASS 1

LS

LS

SY

36" DIAMETER DRILLED CAISSONS, SHAFT SECTION

IN ROCK

GEOTEXTILE, CLASS 4, TYPE A

DOLLA

TEMPORARY PROJECT AIR POLLUTION CONTROL NO TAB

EACH

42" DIAMETER DRILLED CAISSONS, SHAFT SECTION

IN SOIL MODIFIED

36" DIAMETER DRILLED CAISSONS, SHAFT SECTION

IN ROCK MODIFIED

SY

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE

COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 25.0

MM MIX, 6" DEPTH

SY

SUBBASE 6" DEPTH (NO. 2A)

SOLDIER PILE RETAINING WALL, AS DESIGNED, L-696

SY

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING

COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM

MIX, 1 1/2" DEPTH, SRL-G

10 0806

REINFORCEMENT BARS, EPOXY COATED

DOWEL HOLES, 12" DEPTH

SY

SY

SY

42" DIAMETER DRILLED CAISSONS, SHAFT SECTION

IN SOIL

ASPHALT TACK COAT

SY

MILLING OF ASPHALT PAVEMENT SURFACE,

VARIABLE DEPTH, MILLED MATERIAL RETAINED BY

CONTRACTOR SY

36" DIAMETER DRILLED CAISSONS, SHAFT SECTION

IN ROCK

42" DIAMETER DRILLED CAISSONS, SHAFT SECTION

IN SOIL MODIFIED

LF

18" REINFORCED CONCRETE PIPE, TYPE A, 15' - 2'

FILL, 100 YEAR DESIGN LIFE

EACH

SET

36" DIAMETER DRILLED CAISSONS MODIFIED

TYPE S CONCRETE TOP UNIT AND BICYCLE SAFE

GRATE

EACH

EACH

STANDARD INLET BOX, HEIGHT < /= 10'

LS

NO TAB

NO TAB

NO TAB

MONITORING OF EXISTING RETAINING WALL

EACH

REMOVAL OF PORTION OF EXISTING RETAINING

WALL

MOBILIZATION 0860

EACH

LS

INSPECTOR'S FIELD OFFICE AND INSPECTION

FACILITIES, TYPE C

STABILIZATION OF EXISTING RETAINING WALL

LS

EQUIPMENT PACKAGE

LF

STABILIZATION OF EXISTING SLOPE

15" TEMPORARY FLEXIBLE PIPE AND CONNECTOR

INLET FILTER BAG FOR TYPE S INLET

6" PAVEMENT BASE DRAIN 10

TCP

NO TAB

TCP

NO TAB

E & S

E & S

DAY

NO TAB

E & S

E & S

E & S

AND

AND

EITHER

LF

6" SUBSURFACE DRAIN OUTLETS 10

SUBSURFACE DRAIN OUTLET ENDWALL (SLOPED)

E & S

COMPOST FILTER SOCK, 12" DIAMETER

ADDITIONAL WARNING LIGHTS, TYPE B

INLET FILTER BAG FOR TYPE M INLET

REPLACEMENT PUMPED WATER FILTER BAG

ROCK, CLASS R-3

ROCK CONSTRUCTION ENTRANCE

SEEDING - FORMULA T TEMPORARY GRASS MIX

SEEDING AND SOIL SUPPLEMENTS - FORMULA L

CLEAR ZONE MIX, INCLUDING MULCH

TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V

(STANDARD), TEST LEVEL 3

NARRATIVE SCHEDULE

LS

LF

EACH

LF

LF

LF

LS

EACH

LF

LF

LF

DOLLA

LF

LB

TCP

LF

TCP

EACH

10 0937

EACH

GUIDE RAIL MOUNTED DELINEATOR TYPE D, (W/W)

STR

STR

STR

STR

STR

STR

STR

STR

PE076275

TIFFANY A. MCCLURE

SHEET 1 OF 1 PROJECT ID: 7076 MPMS: ECMS: 9/11/2026 11:31:36 AM

TABULATION OF QUANTITIES

REMARKS SIDE

OF

REVISIONS DATE BY DISTRICT COUNTY ROUTE SECTION SHEET

IT

E

M

N U

M B

E R

U N

IT

REVISION NO

TOTALS

ENGINEER

PROFESSIONAL

REGISTERED

P E

N N

S Y L V A

N

I A

C O

M

M O

NWEALT

H

O F

06 CHESTER 7015 10 19

WEST BRANDYWINE TOWNSHIPROADWAY

C L

A S

S

E X

C A

V A

T

IO

N

S A

W C

U T

T

IN

G

F O

R E

IG

N

B O

R R

O W

E X

C A

V A

T

IO

N

G E

O T

E X

T

IL

E , C

L A

S S

G E

O T

E X

T

IL

E , C

L A

S S

, T

Y P

E A

S U

P E

R P

A V

E A

S P

H A

L T

M

IX

T U

R E

D E

S

IG

N , B

A S

E C

O U

R S

E , P

G

4S -2

2, .3 T

O

M

IL

L

IO

N

E S

A L

S , 2

5.

M M

M

IX

, 6

D E

P T

H

S U

B B

A S

E

D

E P

T H

N

O . 2

A

S U

P E

R P

A V

E A

S P

H A

L T

M

IX

T U

R E

D E

S

IG

N , W

E A

R

IN

G C

O U

R S

E , P

G

4S -2

2, .3 T

O

M

IL

L

IO

N

E S

A L

S , 9

.5 M

M M

IX

, 1

/2

D

E P

T H

, S R

L -G

S U

P E

R P

A V

E A

S P

H A

L T

M

IX

T U

R E

D E

S

IG

N , B

IN

D

E R

C O

U R

S E

, P G

4S

-2 2, .3

T O

M

IL

L

IO

N E

S A

L S

, 1 9.

M

M M

IX

, 2

/2

D

E P

T H

A S

P H

A L

T T

A C

K C

O A

T

M

IL

L

IN

G O

F A

S P

H A

L T

P A

V E

M E

N T

S U

R F

A C

E

V A

R

IA

B L

E D

E P

T H

, M

IL

L E

D M

A T

E R

IA

L

R E

T A

IN

E

D B

Y C

O N

T R

A C

T O

R

6" P

A V

E M

E N

T B

A S

E D

R A

IN

6" S

U B

S U

R F

A C

E D

R A

IN

O

U T

L E

T S

S U

B S

U R

F A

C E

D R

A

IN

O U

T L

E T

E N

D W

A L

L

S L

O P

E D

R E

D S

U B

S U

R F

A C

E D

R A

IN

O

U T

L E

T M

A R

K E

R

4" W

H

IT

E E

P O

X Y

P A

V E

M E

N T

M A

R K

IN

G

S

4" Y

E L

L O

W E

P O

X Y

P A

V E

M E

N T

M A

R K

IN

G

S

TIFFANY A. MCCLURE

PE076275

STATIONS

C Y

L F

C Y

L F

S Y

S Y

S Y

S Y

S Y

S Y

S Y

L F

L F

E A

C H

E A

C H

L F

L F

GROUPING TITLE HERE

20 NEAR APPROACH 201+50.00

3516 3516 3516 3516 3516 7032 FULL DEPTH 201+50.00 to 216+00.00

1625 225 ENTIRE PROJECT 201+50.00 to 216+50.00

1497 1500 LT 201+50.00 to 216+50.00

1503 1500 RT 201+50.00 to 216+50.00

29 20 9 1 1 RT / LT 202+00.00 to 202+00.00

398 398 RT 202+00.00 to 206+01.77

14 14 14 14 DRIVEWAY ADJUSTMENT RT 211+68.71 to 212+04.76

103 103 103 MILL & OVERLAY 216+00.00 to 216+50.00

19 FAR APPROACH 216+50.00

1625 39 225 427 3516 3530 3530 3633 3516 7149 103 418 9 1 1 3000 3000

SHEET 1 OF 1 PROJECT ID: 7076 MPMS: ECMS: 8/13/2026 1:13:35 PM

OF

REVISIONS DATE BY DISTRICT COUNTY ROUTE SECTION SHEET

IT

E

M

N U

M B

E R

U N

IT

REVISION NO

TOTALS

ENGINEER

PROFESSIONAL

REGISTERED

P E

N N

S Y L V A

N

I A

C O

M

M O

NWEALT

H

O F

06 CHESTER 7015 11 19

WEST BRANDYWINE TOWNSHIPDRAINAGE

C L

A S

S

E X

C A

V A

T

IO

N

S E

L E

C T

E D

B O

R R

O W

E X

C A

V A

T

IO

N R

O C

K , C

L A

S S

R -4

G

R O

U T

E D

R E

IN

F

O R

C E

D C

O N

C R

E T

E P

IP

E

, T Y

P E

A , 1

5'

F

IL

L , 1

Y

E A

R D

E S

IG

N

L

IF

E

T Y

P E

S C

O N

C R

E T

E T

O P

U N

IT

A

N D

B

IC

Y C

L E

S A

F E

G R

A T

E

S T

A N

D A

R D

IN

L

E T

B O

X , H

E

IG

H T

0'

T E

M P

O R

A R

Y F

L E

X

IB

L E

P

IP

E A

N D

C O

N N

E C

T O

R

TIFFANY A. MCCLURE

PE076275

STATIONS

C Y

C Y

L F

S E

T

E A

C H

L F

GROUPING TITLE HERE

1 1 PR-INL1 RT 206+01.77

10 PR-INL1 TO PR-INL2 RT 206+01.77 to 206+15.87

20 LT 206+09.67 to 206+16.76

7 206+13.00 to 206+16.00

3 DRAINAGE OUTFALL LT 206+13.53 to 206+25.43

1 1 PR-INL2 RT 206+15.87

29 PR-INL2 TO OUTFALL RT / LT 206+15.87 to 206+19.25

1 1 PR-INL3 RT 206+29.87

10 PR-INL3 TO PR-INL2 RT 206+29.87 to 206+15.87

1 EX-INL1 RT 212+19.87

7 3 49 4 3 20

SHEET 1 OF 1 PROJECT ID: 7076 MPMS: ECMS: 9/11/2026 11:29:25 AM

OF

REVISIONS DATE BY DISTRICT COUNTY ROUTE SECTION SHEET

IT

E

M

N U

M B

E R

U N

IT

REVISION NO

TOTALS

06 CHESTER 7015 12 19

WEST BRANDYWINE TOWNSHIPGUIDE RAIL

P E

R M

A N

E N

T

IM

P A

C T

A T

T E

N U

A T

IN

G

D E

V

IC

E , T

Y P

E

II

T

E S

T L

E V

E L

, T

A N

G E

N T

M

A S

H

T Y

P E

1-

S G

U

ID

E R

A

IL

T Y

P E

1-

S C

G U

ID

E

R A

IL

G U

ID

E

R A

IL

M

O U

N T

E D

D E

L

IN

E A

T O

R T

Y P

E D

W

/W

STATIONS

E A

C H

L F

L F

E A

C H

GROUPING TITLE HERE

1 LT 202+30.03 to 203+68.91

37 LT 202+30.03 to 216+41.25

25 LT 203+68.91 to 203+93.80

1287.5 LT 203+93.80 to 215+83.00

25 LT 215+83.00 to 216+08.00

1 LT 216+08.00 to 216+41.25

2 50 1287.5 37

SHEET 1 OF 1 PROJECT ID: 7076 MPMS: ECMS: 8/14/2026 3:05:09 PM

OF

REVISIONS DATE BY DISTRICT COUNTY ROUTE SECTION SHEET

IT

E

M

N U

M B

E R

U N

IT

REVISION NO

TOTALS

ENGINEER

PROFESSIONAL

REGISTERED

P E

N N

S Y L V A

N

I A

C O

M

M O

NWEALT

H

O F

06 CHESTER 7015 13 19

WEST BRANDYWINE TOWNSHIPEROSION AND SEDIMENT POLLUTION CONTROL

T O

P S

O

IL

F U

R N

IS

H

E D

A N

D P

L A

C E

D

S E

E D

IN

G

A N

D S

O

IL

S U

P P

L E

M E

N T

S

F O

R M

U L

A L

C L

E A

R Z

O N

E M

IX

, I

N C

L U

D

IN

G M

U L

C H

S E

E D

IN

G

F

O R

M U

L A

T T

E M

P O

R A

R Y

G R

A S

S M

IX

T E

M P

O R

A R

Y S

H O

R T

-T E

R M

, R O

L L

E D

E R

O S

IO

N

C O

N T

R O

L P

R O

D U

C T

, T Y

P E

D

R O

C K

C O

N S

T R

U C

T

IO

N E

N T

R A

N C

E

R O

C K

, C L

A S

S R

-3

P U

M P

E D

W A

T E

R F

IL

T

E R

B A

G

R E

P L

A C

E M

E N

T P

U M

P E

D W

A T

E R

F

IL

T E

R B

A G

IN

L

E T

F

IL

T E

R B

A G

F O

R T

Y P

E M

IN

L

E T

IN

L

E T

F

IL

T E

R B

A G

F O

R T

Y P

E S

IN

L

E T

C O

M P

O S

T F

IL

T

E R

S O

C K

, 1 2"

D

IA

M E

T E

R

TIFFANY A. MCCLURE

PE076275

STATIONS

C Y

L B

L B

S Y

E A

C H

S Y

E A

C H

E A

C H

E A

C H

E A

C H

L F

GROUPING TITLE HERE

4 3 3 ENTIRE PROJECT 201+50.00 to 216+50.00

25 10 1.5 217 LT 201+50.00 to 202+93.80

231 CFS-1 LT 202+18.00 to 204+46.00

151 WALL 1 LT 202+93.80 to 212+00.00

103 CFS-2 LT 204+44.00 to 205+36.00

224 CFS-3 LT 205+35.00 to 207+50.00

1 PRINL-1 RT 206+01.77

1 PRINL-2 RT 206+15.87

1 PRINL-3 RT 206+29.87

21 CFS-4 LT 207+48.00 to 207+66.00

575 CFS-5 LT 207+65.00 to 213+45.00

31 13 2 275 LT 211+99.76 to 213+05.00

1 EXINL-1 RT 212+19.79

49 WALL 2 LT 213+05.00 to 215+90.60

216 CFS-6 LT 213+45.00 to 215+52.00

111 CFS-7 LT 215+51.00 to 216+44.00

9 4 1 79 LT 215+90.66 to 216+50.00

1 EXINL-2 RT 216+42.40

65 27 4.5 571 4 200 3 3 1 4 1481

SHEET 1 OF 1 PROJECT ID: 7076 MPMS: ECMS: 9/11/2026 11:31:01 AM

PECO 37632T-2

GUY

GUY

GUY

GUY

GUY

GUY

C M

P

BM-9

SHED

MAC

MB

T-103

T-101

STONE

STONE

T-4

DRAIN FIELD

T-104

T-100

T-3

44 BTCO OF PA 10

BTCO OF PA 11

BTCO OF PA 9

BTCO OF PA VZ 8

BTCO OF PA 7

LEGAL RIGHT-OF-WAY FOR TWP RD

LEGAL RIGHT-OF-WAY FOR TWP RD

JEPSON ISSAC

CITY OF COATESVILLE

ALBA L GILBERTALBA L GILBERT

THOMAS S SIMEK

CATHERINE L &

WEST BRANDYWINE TOWNSHIP

CITY OF COATESVILLE

WEST CALN TOWNSHIP

BRANDYWINE CREEK

WEST BRANCH OF

BTCO OF PA VZ 8

BTCO OF PA VZ 9

BTCO OF PA VZ 10

BTCO OF PA VZ 11

BTCO OF PA VZ 7

(SR-340)

W KINGS HWY

0.1 MILES

200 201

� .RTSNOC & YEVRUS DR MAD STTARP

P C

P

C P T

P C

P T

)873-T( DAOR MAD STTARP

W/4

W/4

DY/4

PT STA = 201+32.55

PC STA = 200+00.00

E = 2.00'

T = 66.35'

L = 132.55'

R = 1100.00'

PI STA 200+66.35

CONSTR. � CURVE 1

PRATTS DAM ROAD SURVEY &

PT STA = 203+23.91

PC STA = 202+14.89

E = 4.29'

T = 54.96'

L = 109.02'

R = 350.00'

PI STA 202+69.84

CONSTR. � CURVE 2

PRATTS DAM ROAD SURVEY &

PT STA = 205+62.80

PC STA = 203+90.48

E = 9.22'

T = 87.45'

L = 172.32'

R = 410.00'

PI STA 204+77.93

CONSTR. � CURVE 3

PRATTS DAM ROAD SURVEY &

PT STA = 206+59.03

PC STA = 205+92.50

E = 1.09'

T = 33.31'

L = 66.52'

R = 510.00'

PI STA 206+25.81

CONSTR. � CURVE 4

PRATTS DAM ROAD SURVEY &

BEGIN FULL DEPTH PAVEMENT

PRATTS DAM ROAD (T-378)

201+50.00

START WORK

CHESTER COUNTY

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD (T-378)

201+00.00

LIMIT OF WORK

PRATTS DAM ROAD (T-378)

202+93.80 LT

BEGIN RETAINING WALL 1

11' -11

OUTLET WNDWALL

SUBSURFACE DRAIN

TO BE RELOCATED

TO BE RELOCATED

TO BE RELOCATED

TO BE RELOCATED

TO BE RELOCATED

INSTALLED BY OTHERS

ANCHOR POLE

INSTALLED BY OTHERS

ANCHOR POLE

INSTALLED BY OTHERS

PUSH BRACE

e x t f s

P r o j e c t s

P A

W e s t

B r a n d y

T w p

P r a t t s

C A

D D

P l a n

S e t

R o a d w a y

C P d g n

DRWN: CJH

CHKD: TAM

(610) 640-3500

Exton, PA 19341

2nd Floor

600 Eagleview Boulevard

Eagleview Corporate Center

REVISIONDATENO.

SHEET:SCALE: OF 19

PE076275

M

M

N

E P

O C

I

Y N

S L V

N A

PROFESSIONAL

ENGINEER

REGISTERED

A

F O

WN

O

AE L

H

T

TIFFANY A. MCCLURE CHESTER COUNTY, PENNSYLVANIA

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD

8/14/2026DATE:

1" = 50'

BANK STABILIZATION PROJECT

PRATTS DAM ROAD CREEK

JOB NO.: 10190.002

24' +94 26'

A

A

+50 36' +50 33' +63

33'

'644 = R

+85 33''344 = R

'344 = R

+27 20'

27' +27

R=537'

+07 27'

A

DRAINAGE EASEMENT

A

A

A

A

A

A

A A

A

A

A

+07 20'

+90

+00 36'

36' +84

LEGAL LIMIT OF SLOPE EASEMENT

SLOPE EASEMENT

LEGAL LIMIT OF

18"

18"

FOR PROFILE, SEE SHEET 17 OF 19

SURVEY BOOK NO. XXXXX

CONSTRUCTION PLAN

X CUT ON CORNER OF INLET

EASTING:2507727.1020

NORTHING:251185.4000

BM #9 ELEV. 366.477

LEGEND

GUIDE RAIL

S

E E

T

EXISTING STONE WALL

(TO BE REMOVED)

EXISTING STONE WALL

(TO BE REMOVED)

DY/4"

LINE 4" WIDTH

SOLID DOUBLE YELLOW

LINE PAINT LEGEND

W/4"

LINE 4" WIDTH

SOLID WHITE PAINT

26' +94

DELINEATOR, (W/B)

GUIDE RAIL MOUNTED

INV OUT 375.27

TG 378.81

STANDARD INLET BOX, HEIGHT </=10'

SAFE GRATE

TYPE S CONCRETE TOP UNIT AND BICYCLE

PR-INL1

STA 206+02.00, RT

INV OUT 375.23

TG 378.77

</=10'

STANDARD INLET BOX, HEIGHT

BICYCLE SAFE GRATE

TYPE S CONCRETE TOP UNIT AND

PR-INL3

STA 206+30.00, RT

INV OUT 375.12

INV IN (PR-INL3) 375.15

INV IN (PR-INL1)375.20

TG 378.79

</=10'

STANDARD INLET BOX, HEIGHT

BICYCLE SAFE GRATE

TYPE S CONCRETE TOP UNIT AND

PR-INL2

STA 206+16.00, RT

BEGIN 12" WALL PANEL THICKNESS

END 9" WALL PANEL THICKNESS

204+29.62 LT

BEGIN 9" WALL PANEL THICKNESS

END 12" WALL PANEL THICKNESS

204+92.14 LT

GRATE ELEV 377.37

WITH TYPE S TOP UNIT

STA 212+19.87 RT

VZ

VZ

NO #

GUY

GUY

GUY

GUY

GUY

GUY

T-6

MAC

6.

83TG

STONE

T-5

STONE

T-

BM-10

T-102

BTCO OF PA 13

BTCO OF PA 12-1

BTCO OF PA 12

BTCO

OF

PA

-1

BTCO OF PA 14-1

PROP

PROP

MB

W E

A N

D Y

W I

N E

T

O W

N S

H I P

CITY OF COATESVILLE

THOMAS S SIMEK

CATHERINE L &

CITY OF COATESVILLE

ECKMAN

PATRICIA W & CHESTER M

GRAYBEAL

DARIN LYNN & MICHAEL A

LEGAL RIGHT-OF-WAY FOR TWP RD

LEGAL RIGHT-OF-WAY FOR TWP RD

W E

L

N

T

O W

N S

H I P

BRANDYWINE CREEK

WEST BRANCH OF

BTCO OF PA VZ 12

BTCO OF PA VZ 12-1

BTCO OF PA VZ 13

BTCO OF PA VZ 14

BTCO OF PA VZ 14-1

BTCO OF PA VZ 15

BTCO OF PA VZ 16

BTCO OF PA VZ 15-1

P C

P T

� .RTSNOC & YEVRUS DR MAD STTARP

R

C

P T

P T

P C

5'

MAD STTARP )873-T( DAOR

STTARP

)873-T( DAOR MAD

W/4"

W/4"

DY/4"

PT STA = 207+87.54

PC STA = 207+28.50

E = 0.86'

T = 29.55'

L = 59.04'

R = 510.00'

PI STA 207+58.05

CONSTR. � CURVE 5

PRATTS DAM ROAD SURVEY &

PT STA = 210+16.48

PC STA = 209+90.22

E = 0.17'

T = 13.13'

L = 26.26'

R = 510.00'

PI STA 210+03.35

CONSTR. � CURVE 8

PRATTS DAM ROAD SURVEY &

PT STA = 212+26.35

PC STA = 210+51.49

E = 12.54'

T = 89.75'

L = 174.86'

R = 315.00'

PI STA 211+41.24

CONSTR. � CURVE 9

PRATTS DAM ROAD SURVEY &

PT STA = 215+33.31

PC STA = 214+02.01

E = 2.27'

T = 65.75'

L = 131.30'

R = 950.00'

PI STA 214+67.76

CONSTR. � CURVE 10

PRATTS DAM ROAD SURVEY &

PRC STA = 209+21.98

PC STA = 208+19.64

E = 1.46'

T = 51.23'

L = 102.34'

R = 900.00'

PI STA 208+70.86

CONSTR. � CURVE 6

PRATTS DAM ROAD SURVEY &

PT STA = 209+56.67

PRC STA = 209+21.98

E = 0.30'

T = 17.35'

L = 34.69'

R = 510.00'

PI STA 209+39.33

CONSTR. � CURVE 7

PRATTS DAM ROAD SURVEY &

PRATTS DAM ROAD (T-378)

211+99.76 LT

END RETAINING WALL 1

PRATTS DAM ROAD (T-378)

213+05.00 LT

BEGIN RETAINING WALL 2

11'-11"

PT STA = 215+33.31

PC STA = 214+02.01

E = 2.27'

T = 65.75'

L = 131.30'

R = 950.00'

PI STA 214+67.76

CONSTR. � CURVE 10

PRATTS DAM ROAD SURVEY &

TO BE RELOCATED

TO BE REMOVED

TO BE RELOCATED

TO BE RELOCATED

TO BE REMOVED

TO BE RELOCATED

TO BE RELOCATED

TO BE REMOVED

P r o j e c t s

P A

W e s t

B r a n d y

T w p

P r a t t s

C A

D D

P l a n

S e t

R o a d w a y

C P d g n

DRWN: CJH

CHKD: TAM

(610) 640-3500

Exton, PA 19341

2nd Floor

600 Eagleview Boulevard

Eagleview Corporate Center

REVISIONDATENO.

SHEET:SCALE: OF 19

PE076275

M

M

N

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N A

PROFESSIONAL

ENGINEER

REGISTERED

A

F O

WN

O

AE L

H

T

TIFFANY A. MCCLURE CHESTER COUNTY, PENNSYLVANIA

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD

9/11/2026DATE:

1" = 50'

BANK STABILIZATION PROJECT

PRATTS DAM ROAD CREEK

JOB NO.: 10190.002

+94 26'

+20 27'

+84 25'

+43 25'

+22 25'

'535 = R

+57 25' +16

36' +51 36'

+26 36'

+02 36'

A

'64 5 =

R

'689 = R

'972 = R

+5724' +89 +03

23'

A

A

A A

A

+51 33'

A

A

+83

+83 36'

28'

28'

TNEMESAE EPOLS FO TIMIL LAGEL

LEGAL

LI

MI

T

OF

SLOPE

EASEMENT

R = 875'

CONSTRUCTION PLAN

FOR PROFILE, SEE SHEET 18 OF 19

SURVEY BOOK NO. XXXXX

MAG NAIL IN BTCO OF PA 13

EASTING: 2507171.0480

NORTHING: 251928.0840

BM#10 ELEV 387.379

LEGEND

GUIDE RAIL

S

E E

T

(TO BE REMOVED)

EXISTING STONE WALL

(TO BE REMOVED)

EXISTING STONE WALL

S

E E

T

DY/4"

LINE 4" WIDTH

SOLID DOUBLE YELLOW

LINE PAINT LEGEND

W/4"

LINE 4" WIDTH

SOLID WHITE PAINT

DELINEATOR, (W/B)

GUIDE RAIL MOUNTED

BEGIN 12" WALL PANEL THICKNESS

END 9" WALL PANEL THICKNESS

209+76.66 LT

EXISTING STANDARD INLET

T

P H I L

A

E L E C

M A C

S T

Y

B L

O C

K

T-7

T

T E

R R

A

C M P

POST (TYP)

VZ

O U T

H O

U S E

B M

ROAD C

URVES R

T

4) ALL MEASUREMENTS ARE IN U.S. SURVEY FEET.

3) AVERAGE COMBINED FACTOR = 0.999975804

2) VERTICAL DATUM - NAVD 1988, AS ESTABLISHED BY GPS OBSERVATIONS SEPTEMBER 2022.

OBSERVATIONS SEPTEMBER 2022.

SYSTEM (SOUTH ZONE), NORTH AMERICAN DATUM (NAD) 1983 (2011), BASED ON GPS

1) THE HORIZONTAL CONTROL IS TIED TO THE PENNSYLVANIA STATE PLANE COORDINATE

NOTES:

BTCO OF P

A 1

POST

POST

CITY OF COATESVILLE

THOMAS S SIMEK

CATHERINE L &

DORIS E ABERTS

LEGAL R

IGHT-OF-WAY F

OR T

WP R

D

LEGAL R

IGHT-OF-WAY F

OR T

WP R

D

BTCO OF PA VZ 17

L A

N D

O V

L E S

P T

7.9'

9.8'

PRATTS DAM R

D S

URVEY & C

ONSTR.

MAD STTARP )873-T( DAOR

P C

W/4

W/4

DY/4

PT STA = 215+33.31

PC STA = 214+02.01

E = 2.27'

T = 65.75'

L = 131.30'

R = 950.00'

PI STA 214+67.76

CONSTR. � CURVE 10

PRATTS DAM ROAD SURVEY &

PT STA = 216+86.18

PC STA = 216+45.43

E = 0.66'

T = 20.40'

L = 40.75'

R = 315.00'

PI STA 216+65.83

CONSTR. � CURVE 11

PRATTS DAM ROAD SURVEY &

PT STA = 217+37.90

PC STA = 217+00.00

E = 3.12'

T = 19.61'

L = 37.91'

R = 60.00'

PI STA 217+19.61

CONSTR. � CURVE 12

PRATTS DAM ROAD SURVEY &

PT STA = 217+88.81

PC STA = 216+65.23

E = 0.73'

T = 11.85'

L = 23.58'

R = 96.11'

PI STA 217+77.08

CONSTR. � CURVE 13

PRATTS DAM ROAD SURVEY &

PRATTS DAM ROAD (T-378)

215+90.66 LT

END RETAINING WALL 2

PRATTS DAM ROAD (T-378)

216+00.00

BEGIN MILL AND OVERLAY

END FULL DEPTH PAVEMENT

PRATTS DAM ROAD (T-378)

216+50.00

END MILL AND OVERLAY

STOP WORK

CHESTER COUNTY

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD (T-378)

217+00.00

LIMIT OF WORK

11' -11

TO BE RELOCATED

E x t f s p r o j e c t s

P A

W e s t

B r a n d y

T w p

P r a t t s

C A

D D

P l a n

S e t

R o a d w a y

C P d g n

DRWN: CJH

CHKD: TAM

(610) 640-3500

Exton, PA 19341

2nd Floor

600 Eagleview Boulevard

Eagleview Corporate Center

REVISIONDATENO.

SHEET:SCALE: OF 19

PE076275

M

M

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PROFESSIONAL

ENGINEER

REGISTERED

A

F O

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O

AE L

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TIFFANY A. MCCLURE CHESTER COUNTY, PENNSYLVANIA

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD

8/17/2026DATE:

1" = 50'

BANK STABILIZATION PROJECT

PRATTS DAM ROAD CREEK

JOB NO.: 10190.002

+33 36'

+00 36'

+00 20'

A

A

CONSTRUCTION PLAN

FOR PROFILE, SEE SHEET 19 OF 19

SURVEY BOOK NO. XXXXX

LEGEND

GUIDE RAIL

MAG SPIKE IN PHILA ELEC 89301 192 1

EASTING: 2506597.6580

NORTHING: 252526.6270

BM#11 ELEV 385.128

S

E E

T

DY/4"

LINE 4" WIDTH

SOLID DOUBLE YELLOW

LINE PAINT LEGEND

W/4"

LINE 4" WIDTH

SOLID WHITE PAINT

DELINEATOR, (W/B)

GUIDE RAIL MOUNTED

LEGAL L

IMIT OF S

LOPE E

ASEMENT

COVER OUTFALL.

CROSSING AT STA 216+33 AND PROPOSED GRADING DOES NOT

POSTS DO NOT CONFLICT WITH OR DAMAGE EXISTING PIPE

NOTE: WHEN LAYING OUT THE PROPOSED GUIDE RAIL, ENSURE

DATUM: 340

50 FEET

10 FEET

PROFILE

AS NOTED

SCALE

HORIZONTAL

VERTICAL

FOR PLAN, SEE SHEET 14 OF 19

PRATTS DAM ROAD

202+93.81 LT

BEGIN RETAINING WALL 1

S

E E

T

PRATTS DAM ROAD (T-378)

201+50.00

BEGIN FULL DEPTH PAVEMENT

START WORK

CHESTER COUNTY

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD (T-378)

201+00.00

LIMIT OF WORK

200 201 202 203 204 205 206

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

A

EXISTING GROUND

A

PROPOSED GROUND

D R I

V E

W A

Y

L T

INV OUT = 370.46

P

4 +

-3.30%

9.

3.8 0%

-0.50%

Elev 379.05

PVI STA 205+61.14

HLSD 303.81'

MO 0.30'

VC 85.00'

SSD 114.88'

MO -0.85'

VC 55.00'

Elev 374.47

PVI STA 203+56.36

Elev 382.78

PVI STA 204+48.14

Elev 382.12

HIGH PT204+60.94

HLSD 128.40'

MO 0.62'

VC 95.00'

Elev 368.64

PVI STA 202+02.87

VC 70.00'

MO 0.25'

HLSD 283.81'

1.00%

P V

C

P V

T

P V

C

P V

T P V

C

P V

T

P V

C

P V

T

E

E

E

E

E

E

E

E

18"18"

INV OUT = 375.12

TG 378.42

EX INLET

STA 206+16.00, RT

REMOVE TYPE M INLET

INV OUT 375.27

TG 378.81

HEIGHT </=10'

STANDARD INLET BOX,

AND BICYCLE SAFE GRATE

TYPE S CONCRETE TOP UNIT

PR-INL1

STA 206+02.00, RT

INV OUT 375.12

INV IN (PR-INL3) 375.15

INV IN (PR-INL1)375.20

TG 378.79

</=10'

STANDARD INLET BOX, HEIGHT

AND BICYCLE SAFE GRATE

TYPE S CONCRETE TOP UNIT

PR-INL2

STA 206+16.00, RT

INV OUT 375.23

TG 378.77

HEIGHT </=10'

STANDARD INLET BOX,

AND BICYCLE SAFE GRATE

TYPE S CONCRETE TOP UNIT

PR-INL3

STA 206+30.00, RT

P r o j e c t s

P A

W e s t

B r a n d y

T w p

P r a t t s

C A

D D

P l a n

S e t

R o a d w a y

P R d g n

DRWN: CJH

CHKD: TAM

(610) 640-3500

Exton, PA 19341

2nd Floor

600 Eagleview Boulevard

Eagleview Corporate Center

REVISIONDATENO.

SHEET:SCALE: OF 19

PE076275

M

M

N

E P

O C

I

Y N

S L V

N A

PROFESSIONAL

ENGINEER

REGISTERED

A

F O

WN

O

AE L

H

T

TIFFANY A. MCCLURE CHESTER COUNTY, PENNSYLVANIA

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD

6/3/2026DATE:

BANK STABILIZATION PROJECT

GRATE ELEV 377.37

WITH TYPE S TOP UNIT

STA 212+19.87 RT

PRATTS DAM ROAD

DATUM: 340

50 FEET

10 FEET

PROFILE

AS NOTED

SCALE

HORIZONTAL

VERTICAL

FOR PLAN, SEE SHEET 15 OF 19

S

E E

T

S

E E

T

PRATTS DAM ROAD (T-378)

212+00.00 LT

END RETAINING WALL 1

PRATTS DAM ROAD (T-378)

213+05.00 LT

BEGIN RETAINING WALL 2

207 208 209 210 211 212 213

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

A

EXISTING GROUND

A

PROPOSED GROUND

INV OUT = 370.46

DRIVEWAY

6.

-6.30%

-3.40%

Elev 375.64

PVI STA 212+42.94

HLSD 152.16'

MO 1.63'

VC 180.00'

Elev 381.84

PVI STA 210+60.49

VC 75.00'

MO 0.27'

HLSD 268.54'

SSD 140.31'

MO -1.74'

VC 110.00'

Elev 390.73

PVI STA 209+19.48

Elev 388.99

HIGH PT209+19.69

Elev 378.24

PVI STA 207+22.87

HLSD 101.00'

MO 0.79'

VC 92.00'

P V

T

P V

C

P V

T

P V

C

P V

T

P V

C

P V

C

LOW PT206+83.59

Elev 378.46

E

E

E E

E

E

E

INV OUT = UNKNOWN

EX-INL1

LOW PT212+37.36

Elev 377.26

P r o j e c t s

P A

W e s t

B r a n d y

T w p

P r a t t s

C A

D D

P l a n

S e t

R o a d w a y

P R d g n

DRWN: CJH

CHKD: TAM

(610) 640-3500

Exton, PA 19341

2nd Floor

600 Eagleview Boulevard

Eagleview Corporate Center

REVISIONDATENO.

SHEET:SCALE: OF 19

PE076275

M

M

N

E P

O C

I

Y N

S L V

N A

PROFESSIONAL

ENGINEER

REGISTERED

A

F O

WN

O

AE L

H

T

TIFFANY A. MCCLURE CHESTER COUNTY, PENNSYLVANIA

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD

9/11/2026DATE:

BANK STABILIZATION PROJECT

DATUM: 340

PROFILE

AS NOTED 19

S

E E

T

FOR PLAN SEE SHEET 16 OF 19

CHESTER COUNTY

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD (T-378)

217+00.00

LIMIT OF WORK

PRATTS DAM ROAD (T-378)

216+00.00

BEGIN MILL AND OVERLAY

END FULL DEPTH

PRATTS DAM ROAD (T-378)

215+90.60 LT

END RETAINING WALL 2

PRATTS DAM ROAD (T-378)

216+50.00

END MILL AND OVERLAY

STOP WORK

GRAPHIC GRADE

214 215 216

G

G

G

G

G

G

G

G

G

G

A

EXISTING GROUND

A

PROPOSED GROUND

12" CMPINV OUT 378.44

G G

0 218

3.8 5%

-1.93%

PVI STA 214+67.95

Elev 384.30

Elev 383.37

HIGH PT214+92.03

SSD 259.22'

MO -1.05'

VC 145.00'

P V

T

P V

C P V

T

P V

C

E

E

E

E

INV OUT 379.53

TG 380.87

EX-INL2

STA 216+42, RT

P r o j e c t s

P A

W e s t

B r a n d y

T w p

P r a t t s

C A

D D

P l a n

S e t

R o a d w a y

P R d g n

SCALE

HORIZONTAL

VERTICAL

25 50 FEET0

50 10 FEET

DRWN: CJH

CHKD: TAM

(610) 640-3500

Exton, PA 19341

2nd Floor

600 Eagleview Boulevard

Eagleview Corporate Center

REVISIONDATENO.

SHEET:SCALE: OF 19

PE076275

M

M

N

E P

O C

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Y N

S L V

N A

PROFESSIONAL

ENGINEER

REGISTERED

A

F O

WN

O

AE L

H

T

TIFFANY A. MCCLURE CHESTER COUNTY, PENNSYLVANIA

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD

6/3/2026DATE:

BANK STABILIZATION PROJECT

P r o j e c t s

P A

W e s t

B r a n d y

T w p

P r a t t s

C A

D D

P l a n

S e t

R o a d w a y

M P

T

D d g n

DRWN: CJH

CHKD: TAM

(610) 640-3500

Exton, PA 19341

2nd Floor

600 Eagleview Boulevard

Eagleview Corporate Center

REVISIONDATENO.

SHEET:SCALE: OF 19

PE076275

M

M

N

E P

O C

I

Y N

S L V

N A

PROFESSIONAL

ENGINEER

REGISTERED

A

F O

WN

O

AE L

H

T

TIFFANY A. MCCLURE CHESTER COUNTY, PENNSYLVANIA

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD

6/3/2026DATE:

BANK STABILIZATION PROJECT

PRATTS DAM ROAD CREEK

JOB NO.: 10190.002

RECOMMENDED:

ASSISTANT DISTRICT EXECUTIVE OPERATIONS

LOCATION MAP

LEGEND

TOWNSHIP ROAD

STREAM

STATE ROAD

TOWNSHIP BOUNDARY

SCALE IN FEET

750 1500

DETOUR LENGTH - 2.04 MILES

PRATTS DAM ROAD

D A

L R

U H

D A

Z A

R F

TOWNSHIP

BRANDYWINE

WEST

TOWNSHIP

WEST CALN

MA

T

A R

P

TOWNSHIP

VALLEY

TOWNSHIP

CALN

TOWNSHIP

WEST CALN

DAOR NOINU

D A

T A

R P

D A

K A

B

D A

I A

T M

DETOUR

PROJECT LOCATION

DETOUR

DETOUR

DETOUR

DETOUR

DETOUR DETOUR

DETOUR

FOLLOW DETOUR

PRATTS DAM ROAD

CLOSED BETWEEN

UNION ROAD

AND

W KING HIGHWAY

CLOSED

TYPE III BARRICADE

ROAD

END

DETOUR

ROAD

PRATTS DAM

ROAD

PRATTS DAM

ROAD

PRATTS DAM

ROAD

PRATTS DAM

ROAD

PRATTS DAM

ROAD

PRATTS DAM

ROAD

PRATTS DAM

ROAD

PRATTS DAM

DETOUR

DETOUR

ROAD

PRATTS DAM

ROAD

PRATTS DAM

DETOUR

DETOUR

ROAD

PRATTS DAM

ROAD

PRATTS DAM

LOCAL TRAFFIC ONLY

ROAD CLOSED

1 MILE AHEAD

FOR MAINTENANCE

TO BE CLOSED

THIS ROAD

LOCAL TRAFFIC ONLY

500 FT AHEAD

ROAD CLOSED

AHEAD

ROAD

CLOSED

ROAD

PRATTS DAM

DETOUR

AHEAD

ROAD

PRATTS DAM

GENERAL NOTES:

DETOUR MAY NOT BE IMPLEMENTED PRIOR TO 9AM ON THE DAY OF ROAD CLOSURE.

ERECTED BY DEPARTMENT FORCES.

DEVICES. THE DEPARTMENT WILL REMOVE ANY TRAFFIC CONTROL DEVICES

IMMEDIATELY UPON COMPLETION OF THE WORK, REMOVE ALL TRAFFIC CONTROL

TRAFFIC CONTROL PLAN.

COVER OR REMOVE ALL SIGNS NOT IN USE OR IN CONFLICT WITH THE PROPOSED

TIMES THROUGHOUT THE DURATION OF THE PROJECT.

MAINTAIN ACCESS TO ALL DRIVEWAYS (COMMERCIAL AND RESIDENTIAL) AT ALL

RETAINING WALL PROJECT.

THE DETOUR WILL BE REQUIRED FOR THE ENTIRE DURATION OF THE

WITHIN THE LIMITS OF CONSTRUCTION.

OF THE TRAVELING PUBLIC APPROACHING THE CONSTRUCTION AREA AND

THIS WORK CONSISTS OF THE MAINTENANCE OF TRAFFIC AND THE PROTECTION

TRAFFIC CONTROL PLAN

DETOUR

1000 FT

ROAD

PRATTS DAM

DETOUR

500 FT

ROAD

PRATTS DAM

151412

12 96

DAOR LLONK RADEC

1000 FT

ROAD

CLOSED

ROAD

PRATTS DAM

• MILE

ROAD

CLOSED

ROAD

PRATTS DAM

ELCRIC YELLAV MODEERF

EVI

RD KOOLREVO

AS NOTED

MAK

PUBLICATIONS:

TIMES IN ACCORDANCE WITH THIS PLAN AND THE LATEST EDITION OF THESE

AND MAINTAIN TRAFFIC DURING HOURS OF CONSTRUCTION AND AT ALL OTHER

FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES

PLACE ADVANCE NOTICE "SIGN 99" TWO WEEKS PRIOR TO ROAD CLOSURE.

AMBULANCE) 15 DAYS BEFORE START OF DETOUR.

CONTACT LOCAL SCHOOL DISTRICT AND EMERGENCY OFFICIALS (POLICE, FIRE,

610-205-6797.

CONTACT PENNDOT PRESS OFFICE 15 DAYS BEFORE START OF DETOUR AT

9. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2023 EDITION

8. PENNDOT PUB. 236, HANDBOOK OF APPROVED SIGNS

7. PENNDOT PUB. 46, TRAFFIC ENGINEERING MANUAL

6. PENNDOT PUB. 408, SPECIFICATIONS

5. PENNDOT PUB. 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15)

EDITION

4. PENNDOT PUB. 213, TEMPORARY TRAFFIC CONTROL GUIDELINES, APRIL 2022

STANDARDS

3. PENNDOT PUB. 111, TRAFFIC CONTROL-PAVEMENT MARKING AND SIGNING

2. PENNDOT PUB. 212, OFFICIAL TRAFFIC CONTROL DEVICES (SUBCHAPTER E)

1. THE SPECIAL PROVISIONS OF THE CONTRACT

A

DETOUR

98B

B

DETOUR

5 96

97A

Refer to Detour Concurrence Letter

P r o j e c t s

P A

W e s t

B r a n d y

T w p

P r a t t s

C A

D D

P l a n

S e t

R o a d w a y

M P

T

D d g n

DRWN: CJH

CHKD: TAM

(610) 640-3500

Exton, PA 19341

2nd Floor

600 Eagleview Boulevard

Eagleview Corporate Center

REVISIONDATENO.

SHEET:SCALE: OF 19

PE076275

M

M

N

E P

O C

I

Y N

S L V

N A

PROFESSIONAL

ENGINEER

REGISTERED

A

F O

WN

O

AE L

H

T

TIFFANY A. MCCLURE CHESTER COUNTY, PENNSYLVANIA

WEST BRANDYWINE TOWNSHIP

PRATTS DAM ROAD

6/3/2026DATE:

BANK STABILIZATION PROJECT

PRATTS DAM ROAD CREEK

JOB NO.: 10190.002

23.4"

SPECIAL 1

LEGEND - BLACK(NON-REFLECTIVE)

BACKGROUND - ORANGE(REFLECTIVE)

B SERIES

4" CAP

FABRICATION DETAIL (NOT TO SCALE)

L= 36.0

6.3" 6.3"

36"

4"

18"

6.3

M - 1.9

A - 2.7

D - 2.3

4.0

S - 1.7

T - 2.1

T - 1.7

A - 2.3

R - 2.3

P - 2.4

6.3

B SERIES

4" CAP

L= 36.0

13.5

D - 1.7

A - 2.7

O - 2.4

R - 2.3

13.5

4"

2"

PRATTS DAM

ROAD

4"

4"

LEGEND - BLACK(NON-REFLECTIVE)

BACKGROUND - ORANGE(REFLECTIVE)

B SERIES

4" CAP

36.5"

48"

48"

L= 48.0

B SERIES

4" CAP

L= 48.0

B SERIES

4" CAP

L= 48.0

B SERIES

4" CAP

L= 48.0

B SERIES

4" CAP

L= 48.0

5.75" 5.75"

SPECIAL 2

8.0

N - 1.7

E - 2.1

E - 2.1

W - 3.1

T - 1.7

E - 1.9

B - 2.4

4.0

D - 1.7

E - 2.1

S - 2.4

O - 2.4

L - 2.1

C - 2.3

8.0

L= 48.0

8.55

R - 1.7

U - 2.4

O - 2.6

T - 2.1

E - 1.9

D - 2.4

4.0

W - 2.5

O - 2.4

L - 2.1

L - 2.1

O - 2.6

F - 2.1

8.55

CLOSED BETWEEN

FOLLOW DETOUR

4.5"

4.5"

B SERIES

4" CAP

FABRICATION DETAIL (NOT TO SCALE)

AND

W KING HIGHWAY

16.6

D - 1.7

N - 2.4

A - 2.7

16.6

4"

3"

4"

3"

4"

3"

4"

3"

4"

3"

4"

PRATTS DAM ROAD

UNION ROAD

5.75

D - 1.7

A - 2.7

O - 2.4

R - 2.3

4.0

M - 1.9

A - 2.7

D - 2.3

4.0

S - 1.7

T - 2.1

T - 1.7

A - 2.3

R - 2.3

P - 2.4

5.75

12.25

D - 1.7

A - 2.7

O - 2.4

R - 2.3

4.0

N - 1.7

O - 2.6

I - 1.3

N - 2.4

U - 2.4

12.25

7.1

Y - 2.1

A - 2.3

W - 2.7

H - 2.3

G - 2.4

I - 1.3

H - 2.4

4.0

G - 1.7

N - 2.4

I - 1.3

K - 2.4

4.0

W - 2.5

7.1

SERIES SIZE MESSAGE

S I

G

G

O U

P

N U

M B

E R

INCLUDED IN ITEM NO. 0901-0001

Q U

A N

T I

T Y

M4-9S

48"x30"

30"x24"

30"x24"

SPECIAL 1

SPECIAL 1

SIGN TABULATION

M4-8A END DETOUR

M4-9R 30"x24" DETOUR, RIGHT

SPECIAL 1

SPECIAL 1

SPECIAL 1

SPECIAL 1

R11-2-1

DETOUR, STRAIGHT

M4-9L 30"x24" DETOUR, LEFT

M4-9SL

SPECIAL 1

LEFT ADVANCE DETOUR

RIGHT ADVANCE DETOURM4-9SR

SPECIAL 1

SPECIAL 1

24"x…

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