2-APPENDIX E CONTRACT DRAWINGS - CONSTRUCTION DRAWINGS.pdf

SH

EE

T:

O F

LOCATION MAP

PORTION OF POHOPOCO MOUNTAIN, PA.

QUADRANGLE MAP

SCALE 1" = 2000'

CONSTRUCTION NOTES:

1. THE CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS AND FIELD CONDITIONS PRIOR TO ORDERING

ANY CONSTRUCTION MATERIALS FOR THIS PROJECT.

2. ALL UTILITY LINE LOCATIONS HAVE BEEN DETERMINED FROM POLK TOWNSHIP RECORD PLANS AND/OR

PAINT MARKINGS FROM THE PENNSYLVANIA ONE CALL SYSTEM DESIGN PHASE.

3. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH UNDERGROUND UTILITIES/AGENCIES, SUCH THAT UNDERGROUND INTERFERENCES ARE LOCATED AND AVOIDED PER PA ACT 187 OF 1996, AS

AMENDED.

4. THE CONTRACTOR SHALL PROPERLY MAINTAIN THE SITE DURING CONSTRUCTION SUCH THAT INJURIES

OR PROPERTY DAMAGE WILL NOT OCCUR. SHOULD ANY VEHICULAR DAMAGE, PROPERTY DAMAGE,

INJURY, OR OTHER TYPE OF MISHAP OCCUR DURING CONSTRUCTION DUE TO IMPROPERLY MAINTAINED AREAS, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO AMEND THE DAMAGE AS SOON AS POSSIBLE.

5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE RELOCATION OF ALL EXISTING ITEMS (I.E., UTILITY LINES, UTILITY POLES, SURVEY MONUMENTS, ETC.) WHICH WILL FALL WITHIN THE PROPOSED

IMPROVEMENTS AS INDICATED ON THE PLAN OR DISCOVERED IN THE FIELD.

6. ALL EXCAVATION WITHIN 3 FEET OF MARKED UTILITY LINES SHALL BE HAND DUG. MACHINE

EXCAVATION WITHIN THESE LIMITS IS STRICTLY PROHIBITED.

7. ALL PAVING AND CONSTRUCTION MATERIALS AND CONSTRUCTION THEREOF SHALL BE IN

CONFORMANCE WITH ALL APPLICABLE REQUIREMENTS OF PENN D.O.T. PUBLICATION 408/00 (OR LATEST

EDITION) SPECIFICATIONS.

8. ALL FINAL GRADES OF PROPOSED WORK SHALL EVENLY TIE INTO THE GRADES OF THE EXISTING

BRIDGE, PAVEMENT AND OTHER IMPROVEMENTS.

9. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT THE ACTUAL SITE CONDITIONS AT THE TIME OF CONSTRUCTION ARE CONSISTENT WITH THE ASSUMED ALLOWABLE NEW SOIL BEARING PRESSURE OF 3,000 PSF AT THE BOTTOM OF THE FOUNDATION WITH A GEOTECHNICAL INVESTIGATION FROM A

QUALIFIED GEOTECHNICAL ENGINEER.

IMPROVEMENT AREA LOCATION MAP

CIVIL ENGINEERS & LAND SURVEYORS

KEYSTONE CONSULTING ENGINEERS, Inc.

CONTACTS AND UTILITIES

POLK TOWNSHIP

(ROAD MASTER)

TOWNSHIP ENGINEER

PROJECT MANAGER

ELECTRIC : PENNSYLVANIA POWER AND LIGHT GENERAL #

ERIC SNYDER

TIGHE MECKES

(610) 681-5376BRIAN AHNER

(800) 342-5775

(610) 681-5233

(610) 681-5233

POLK TOWNSHIP (610)-681-5376OFFICE

N

N

CONSTRUCTION PLANS

DOTTERS CORNER ROAD SOUTHERN END

CULVERT REPLACEMENT PROJECT

POLK TOWNSHIP

MONROE COUNTY, PENNSYLVANIA

AUGUST 13, 2026

PROJECT NOTES:

1. IT IS THE OWNER'S INTENTION TO AWARD THIS ENTIRE

PROJECT TO THE LOWEST TOTAL BID PRICE.

2. CONSTRUCTION OF THIS PROJECT IS ANTICIPATED TO START

IN SEPTEMBER OF 2026.

3. PORTIONS OF THE OVERALL PROJECT AND/OR INDIVIDUAL

BID ITEMS MAY BE ADDED, REMOVED, AND/OR REDUCED BY

THE OWNER (AS NEEDED) TO MATCH THE PROPOSED BUDGET

FOR THIS PROJECT.

4. NO PARTIAL BIDS WILL BE ACCEPTED FOR THIS PROJECT,

ONLY COMPLETE AND TOTAL BIDS WILL BE CONSIDERED.

5. ALL BID ITEMS AND UNIT PRICES MUST BE COMPLETED TO

BE CONSIDERED A COMPLETE AND TOTAL BID.

KEYSTONE CONSULTING ENGINEERS, INC.

KEYSTONE CONSULTING ENGINEERS, INC.

0 10 20 40 80

( IN FEET )

1 inch = 20 ft.

GRAPHIC SCALE

DOTTERS CORNER ROAD (S) CULVERT

ONE CALL SERIAL NUMBERS

FINAL DESIGN:

OF EXCAVATORS, DESIGNERS, OR ANY PERSON

PREPARING TO DISTURB THE EARTH'S

1 - 800 - 242 - 1776

PENNSYLVANIA ACT 38 (1991) REQUIRES NOTIFICATION

O T

S

P E

N

P

A

C L L B

Y S

N A

N

VL

A I

O EN

D

ERE F O

U

YO

C N

I G

E

LAC L

ST

SY

M, I

SURFACE ANYWHERE IN THE COMMONWEALTH.

PENCOR SERVICES/BLUE RIDGE COMMUNICATIONS GENERAL # (610) 826-2555

ALUMINUM BOX CULVERT

11'8" X 5'9" X 40.5 LF (SEE DETAIL)

LINE LEGEND

K E

Y S

T O

N E

C O

N S

U L

T I

N G

E N

G I

N E

E R

S

I N

C

E n g i n e e r i n g f i r m o f c h o i c e s i n c e

RE

VI

SI

O

N S

BY

D

AT

E

PO

LK

T O

W N

SH

IP

M O

N

RO

E

CO

UN

TY

, P

EN

N

SY

LV

AN

IA

CO

N

ST

RU

CT

IO

N A

N D

E A

SE

M

EN

T

PL

A

N

D O

TT

ER

S

CO

RN

ER

R O

A D

SO

U

TH

ER

N

E N

D

CU

LV

ER

T

RE

PL

A

CE

M

EN

T

D

ES

IG

N

ED

B

Y:

D

RA

W N

B Y:

CH

EC

KE

D

B Y:

D

AT

E:

SC

AL

E:

JO

B N

UM

BE

R:

SH

EE

T:

KC

E

LL

H

ES

S

/1

3/

AS

S

H O

W N

PO

LK

-2 4-

O

F

R

O D

E N

B A

C H

L A

N E

B

R O

D H

E A

D S

V I

L L

E

P A

- 6

N N

PROJECT PURPOSE:

THE PURPOSE OF THIS PROJECTS IS TO REPLACE AN EXISTING 4' ROUND CMP

CULVERT WITH A NEW 11'-8"-"X 5'9" ALUMINUM BOX CULVERT. THE EXISTING

CULVERT IS DETERIORATING AND UNDER SIZED. THIS IS CAUSING FLOODING

ISSUES . THE NEW CULVERT WILL PROVIDE ADDITIONAL FLOW CAPACITY,

ADEQUATE COVER OVER THE CULVERT AND HAVE AN ASSOCIATED RESTORED

STREAM BED TO FACILITY AQUATIC ORGANISM PASSAGE AND STREAM BED

CONTINUITY. ASSOCIATED WITH THIS PLAN IS A CHAPTER 105 WATER

OBSTRUCTION AND ENCROACHMENT GENERAL PERMIT REGISTRATION,

SPECIFICALLY A GP#11, FOR THE REPLACEMENT OF AN EXISTING WATER

OBSTRUCTION.

The soil that will be disturbed by this project is:

· KaB - Kedron Silt Loam

General Soil Characteristics:

Soils: Erosion Potential Frost Action Potential Topsoil Road Fill KaB poorly drained/high runoff High Unsuitable Variable

CHAPTER 93 STREAM CLASSIFICATION

All storm water run-off generated from this site is currently (and will continue to be) directed to Dotters Creek. This section has a Chapter 93 Receiving Watercourse designation of Exceptional Value - Cold Water Fisheries (EV-CWF) and is classified as supporting Migratory Fishes (MF).

Wetland Statement:

Steven Hawk of Keystone Consulting Engineers, Inc. has determined, through field verification, State and Federally Regulated Wetlands exist within the project site's limit of disturbance. This inventory for wetland conditions was conducted according to Federal and State guidelines as described in the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Northcentral and Northeast Region, Version 2.0 as agreed to process for identifying and delineating wetlands in Pennsylvania. Wetland are shown in plan view.

PAVEMENT MILLING NOTES:

1. PAVEMENT MILLING SHALL OCCUR AT THE LIMIT OF THE PAVEMENT

RESTORATION WORK.

PAVEMENT MILLING TRANSITION DETAIL

EXISTING PAVEMENT

TO BE REMOVED

EXISTING PAVEMENT / LIMIT OF

PROPOSED PAVEMENT RESTORATION

PROPOSED

PAVEMENT

MILLING AREA

5' MIN.

EXISTING

PAVEMENT

TO REMAIN

SEAL ALL PAVEMENT JOINTS AND UTILITIES

WITH A PENN DOT APPROVED PAVEMENT

JOINT SEALER (INCIDENTAL TO OVERLAY

PROJECT COSTS)

BITUMINOUS TACK COAT TO BE

PLACED ON ALL EXISTING PAVEMENT

PRIOR TO OVERLAY (INCIDENTAL TO

OVERLAY PROJECT COSTS)

LIMIT OF PAVEMENT

REMOVAL AREA

NOT TO SCALE

SUPERPAVE ASPHALT MIXTURE DESIGN, HMA

WEARING COURSE, PG 64 - 22, 0.3 TO 3.0 MILLION

ESAL'S. 9.5 MM MIX. 1-1/2 IN. DEPTH

1-1/2" (TYP.)

PROPOSED PAVEMENT RESTORATION DETAIL

PROPOSED ROADWAY

& DRIVEWAY

PAVEMENT

RESTORATION AREA

(SEE PLAN FOR

LOCATIONS)

SAW CUT AND REMOVE

EXISTING PAVEMENT,

STONE BASE, AND

SUBGRADE (AS NEEDED) TO

COMPLETE THE PROPOSED

IMPROVEMENTS

PROPOSED 6" PENNDOT 2A STONE BASE

SEAL ALL PAVE

JOINTS AND

UTILITIES WITH A

PENN DOT APPROVED

PAVEMENT JOINT

SEALER

EXISTING CRUSHEDSTONE BASE TOREMAIN

EXISTINGPAVEMENT TOREMAIN

EXISTING PAVEMENT TO REMAIN

1/4" PER FT. (TYP)

EXISTING SUBGRADE TO

REMAIN UNDISTURBED

EXISTING CRUSHEDSTONE BASE TOREMAIN

EXISTINGPAVEMENT TOREMAIN

EXISTING PAVEMENT TO REMAIN

BITUMINOUS TACK COAT TO BE

PLACED ON ALL EXISTING PAVEMENT

PRIOR TO WEARING COURSE

2 FT. MIN.

PAVEMENT

MILLING

NOT TO SCALE

EXISTING PAVED

AREA TO REMAIN

2 FT. MIN.

PAVEMENT

MILLING

EXISTING PAVED

AREA TO REMAIN

PAVEMENT RESTORATION NOTES:

1) ALL PAVEMENT RESTORATION SHALL CONSIST OF SUPERPAVE ASPHALT MATERIAL

2) PAVEMENT JOINT SEALER SHALL BE PLACED AT ALL PAVEMENT JOINTS, AT ALL

STRUCTURES, AND AROUND ALL EXISTING UTILITIES

3) A BITUMINOUS TACK COAT SHALL BE PLACED ON ALL EXISTING PAVEMENT PRIOR TO

THE PROPOSED PAVEMENT RESTORATION WORK

4) PAVEMENT MILLING SHALL OCCUR AT THE LIMITS OF WORK AND AS SHOWN ON THE

PLANS TO EVENLY TIE THE PROPOSED PAVEMENT INTO THE EXISTING PAVED AREAS

SUPERPAVE ASPHALT MIXTURE DESIGN, HMA

WEARING COURSE, PG 64 - 22, 0.3 TO 3.0 MILLION

ESAL'S. 9.5 MM MIX. 1-1/2 IN. DEPTH

LAWN & DRIVEWAY RESTORATION NOTES:

1) ALL EXISTING GRASS / LAWN RESTORATION AREAS SHALL INCLUDE 4" TOPSOIL

PROPERLY SEEDED WITH CONTRACTORS MIX AND MULCHED.

2) ALL EXISTING CRUSHED STONE DRIVEWAY RESTORATION AREAS SHALL

CONSIST OF 6" PENN DOT 2A STONE BASE SLOPED TO MATCH EXISTING

CONDITIONS.

SUPERPAVE ASPHALT MIXTURE DESIGN, HMA

BASE COURSE, PG 64 - 22, 0.3 TO 3.0 MILLION

ESAL'S 25.0 MM MIX 4-1/2 IN DEPTH

K E

Y S

T O

N E

C O

N S

U L

T I

N G

E N

G I

N E

E R

S

I N

C

E n g i n e e r i n g f i r m o f c h o i c e s i n c e

RE

VI

SI

O

N S

BY

D

AT

E

PO

LK

T O

W N

SH

IP

M O

N

RO

E

CO

UN

TY

, P

EN

N

SY

LV

AN

IA

D

ET

A

IL

S H

EE

T

D O

TT

ER

S

CO

RN

ER

R O

A D

SO

U

TH

ER

N

E N

D

CU

LV

ER

T

RE

PL

A

CE

M

EN

T

D

ES

IG

N

ED

B

Y:

D

RA

W N

B Y:

CH

EC

KE

D

B Y:

D

AT

E:

SC

AL

E:

JO

B N

UM

BE

R:

SH

EE

T:

KC

E

LL

H

ES

S

/1

3/

AS

S

H O

W N

PO

LK

-2 4-

O

F

R

O D

E N

B A

C H

L A

N E

B

R O

D H

E A

D S

V I

L L

E

P A

- 6