1-2025-06-22 4148.024 KTMA Bidding Full Package.pdf

PDF 13 MB Posted Jun 22, 2026

Attached to: 2026 Water Main Replacement Projects 4148. 023
Solicitation number: Not on record
Issued by: Schuylkill County, Mcsherrystown Borough, Pennsylvania

About this file

Written by GovTribe AI · Jun 23, 2026

Bidding Full Package Summary

This is a bidding package document for Kline Township Municipal Authority (KTMA) in Pennsylvania related to the 2026 Water Main Replacement Projects (Entech No. 4148.023). The project encompasses three phases of water infrastructure replacement across multiple municipalities in Carbon and Schuylkill Counties. Phase A involves the Tresckow Fire Loop Water Main Replacement Project, requiring replacement of approximately 4,300 linear feet of cast iron and asbestos cement lined pipe with new 4-12 inch ductile iron pipe, 80 linear feet of 2-inch PE, 118 service connections, and 7 hydrants along Maple Street, Elm Street, Market Street (S.R. 4004), and Oak Street in Banks Township, Carbon County. Phase B covers the Hancock Street Phase 2 Water Main Replacement Project, necessitating replacement of approximately 3,000 linear feet of existing pipe with new 4-8 inch ductile iron pipe, 10 linear feet of 2-inch PE, 52 service connections, and 4 hydrants along Carl Street, Bayview Avenue, Kelayres Road (S.R. 1009), and Hancock Street in McAdoo Borough and Kline Township, Schuylkill County. Phase C addresses the Snyder Avenue Water Main Replacement Project, requiring replacement of approximately 4,400 linear feet of cast iron and asbestos cement pipe with new 4-8 inch ductile iron pipe, 50 service connections, and 10 fire hydrants along Carl Street, Snyder Avenue, Marcus Street, Bayview Terrace, and Hillside Road in Kline Township, Schuylkill County. Electronic bids will be received via the PennBid Program until 10:00 a.m. local time on Tuesday, August 4, 2026, with bid results to be published following opening, subject to further review before award issuance.

All bidding documents are available at no cost through the PennBid Program (https://pennbid.bonfirehub.com). Prime contractors are required to solicit and encourage Disadvantaged Business Enterprises (DBE) to participate in the construction, supplies, and equipment/material portions of the work, in compliance with applicable participation goals and requirements. Detailed specifications, site conditions, environmental considerations related to asbestos cement pipe handling, and other contract terms are contained within the full bidding package documents accessible through the PennBid portal.

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C O

S G

JUNE 22, 2026

REFERENCE: USGS 7.5 MINUTE SERIES (TOPOGRAPHIC MAP) - CONYNGHAM, HAZLETON, DELANO, & TAMAQUA, PENNSYLVANIA

KLINE TOWNSHIP MUNICIPAL AUTHORITY

8 E. MARKET STREET

MCADOO, PA 18237

2026 WATER MAIN REPLACEMENT PROJECT

SCALE:1 1" = 2000'

LOCATION / TOPOGRAPHICAL MAP

00 2000' 4000'

ISSUED FOR

BIDDING

4148.023/.024/.026

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Jun. 19, 2026 H:\0004148.024\04-CAD\Overall Cover\G-000.dwgLa st

E di te d by : m hi es te r

G-000

W N

M U

A U

Y M

O O

B O

R O

U G

H A

N D

N E

, S

C H

C O

U N

, P

C T

KCP

TJM

MAH

AS NOTED

O W

, C

N C

O U

, P

/2 2/

PROJECT AREA

PHASE A - TRESCKOW FIRE LOOP

DRAWING INDEX - PHASE A

DWG. NO. DRAWING DESCRIPTION/TITLE

GENERAL

G-001 DRAWING INDEX, GENERAL PROJECT NOTES, LEGEND & DRAWING

CONVENTIONS

G-101 INDEX PLAN

CIVIL

C-101 MAPLE ST. PLAN (STA. 0+00 TO STA. 7+50)

C-102 MAPLE ST. PLAN (STA. 7+50 TO STA. 15+00)

C-103

MAPLE ST. (STA. 15+00 TO STA. 17+00) AND

ELM ST. (STA. 0+00 TO STA. 7+00) PLAN

C-104 OAK ST. PLAN (STA. 7+00 TO STA. 15+00)

C-105 OAK ST. PLAN (STA. 15+00 TO STA. 21+30)

C-106 OAK ST. PLAN (STA. 21+30 TO STA. 23+87)

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-701 RESTORATION DETAILS

EROSION AND SEDIMENTATION

ES-501 CONTROL NOTES

ES-502 CONTROL DETAILS

PROJECT AREA

PHASE B - HANCOCK PHASE 2

DRAWING INDEX - PHASE B

DWG. NO. DRAWING DESCRIPTION/TITLE

GENERAL

G-001 DRAWING INDEX, GENERAL PROJECT NOTES, LEGEND & DRAWING

CONVENTIONS

G-101 INDEX PLAN

CIVIL

C-101

CARL STREET (STA 0+00 TO STA 0+34) AND

BAYVIEW AVE AND KELAYRES ROAD (STA 0+00 TO STA 7+20) PLAN

C-102 S. HANCOCK ST PLAN (STA 7+20 TO STA 14+70)

C-103 S. HANCOCK ST PLAN (STA 14+70 TO STA 21+00)

C-104

S. HANCOCK ST (STA 21+00 TO STA 26+99) AND

W. MONROE ST (STA 0+00 TO STA 0+35) PLAN

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-701 RESTORATION DETAILS

EROSION AND SEDIMENTATION

ES-501 CONTROL NOTES

ES-502 CONTROL DETAILS

PHASE A - TRESCKOW FIRE LOOP WATER MAIN REPLACEMENT

PHASE B - HANCOCK STREET PHASE 2 WATER MAIN REPLACEMENT

PHASE C - SNYDER AVE WATER MAIN REPLACEMENT

PROJECT AREA

PHASE C - SNYDER AVE

DRAWING INDEX - PHASE C

DWG. NO. DRAWING DESCRIPTION/TITLE

GENERAL

G-001 DRAWING INDEX, GENERAL PROJECT NOTES & DRAWING CONVENTIONS

G-101 INDEX PLAN

G-102 INDEX PLAN

CIVIL

C-101

HILLTOP ROAD (STA 0+00 TO 2+94) AND

BAYVIEW TERRACE (STA 0+00 TO STA 1+80) PLAN

C-102

BAYVIEW TERRACE (STA 1+80 TO STA 9+25) AND

MARCUS STREET (STA 0+00 TO STA 0+60) PLAN

C-103 MARCUS STREET (STA 0+60 TO STA 6+90) PLAN

C-104 SNYDER AVE (STA 6+90 TO STA 13+20) PLAN

C-105 SNYDER AVE (STA 13+20 TO STA 19+20) PLAN

C-106 SNYDER AVE (STA 19+20 TO STA 26+40) PLAN

C-107

SNYDER AVE (STA 26+40 TO STA 27+45) AND

CARL STREET (STA 0+00 TO STA 1+90) PLAN

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-701 RESTORATION DETAILS

EROSION AND SEDIMENTATION

ES-501 CONTROL NOTES

ES-502 CONTROL DETAILS

CIVIL LEGEND

Bh SwD

PROPOSED WATERLINEW

PROPOSED WATERLINE SERVICEWS

LIMIT OF DISTURBANCE

MATCH LINE REFER TO DWG C-101

PROPOSED TEXT

DRAWING MATCHLINE

TEXT

PROPOSED HYDRANT W/ LOCKING TEE

PROPOSED CURB STOPCS

PROPOSED GATE VALVE

PROPOSED MECHANICAL JOINT FITTING

PROPOSED REDUCER

PROPOSED CAP

FH PROPOSED FIRE HYDRANT

PROPOSED WATER METERWM

PROJECT SITE

X, G

S, L

G C

GENERAL PROJECT NOTES

JUNE 22, 2026

REFERENCE: USGS 7.5 MINUTE SERIES (TOPOGRAPHIC MAP) - CONYNGHAM, HAZLETON, DELANO, & TAMAQUA, PENNSYLVANIA

KLINE TOWNSHIP MUNICIPAL AUTHORITY

8 E. MARKET STREET

MCADOO, PA 18237

PHASE A - TRESCKOW FIRE LOOP WATER MAIN REPLACEMENT

1. FIELD SURVEYS BY BRINKASH & ASSOCIATES, INC. DATED OCTOBER 2025.

2. PROPERTY LINES SHOWN ARE APPROXIMATE AND HAVE NOT BEEN

SURVEYED OR FIELD VERIFIED.

3. THE LOCATION AND DIMENSIONS OF ALL SITE FEATURES SHOWN ARE

APPROXIMATE AND MUST BE VERIFIED IN THE FIELD BY THE

CONTRACTOR.

4. ALL UNDERGROUND UTILITIES SHALL BE LOCATED BY THE CONTRACTOR

PRIOR TO ANY EARTH MOVING ACTIVITIES, PURSUANT TO ACT 287.

UNDERGROUND UTILITY LOCATIONS MUST BE VERIFIED BY CALLING

1-800-242-1776.

5. ALL UNDERGROUND UTILITY LOCATIONS AND ELEVATIONS ON THE

CONSTRUCTION PLANS ARE APPROXIMATE LOCATIONS DELINEATED

FROM LIMITED FIELD MARKINGS AND AVAILABLE RECORDS. THEREFORE,

ANY UTILITIES NOT SHOWN OR NOT LOCATED AS SHOWN, SHALL NOT BE

THE CAUSE OF THE CONTRACTOR TO DENY RESPONSIBILITY FOR

PROTECTION AND/OR REPAIR DURING CONSTRUCTION. CONTRACTOR

SHALL FIELD VERIFY ALL EXISTING FACILITIES AND PROVIDE ALL

PROTECTIVE MEASUREMENTS, RESTRAINTS AND APPURTENANCES AS

NECESSARY.

6. THESE DESIGN DRAWINGS MUST BE WORKED IN CONJUNCTION WITH THE

PROJECT MANUAL/SPECIFICATIONS.

7. CONTRACTOR IS RESPONSIBLE TO MAINTAIN UTILITY SERVICES TO ALL

RESIDENCES THROUGHOUT CONSTRUCTION.

8. CONTRACTOR SHALL PROVIDE A MECHANICAL JOINT RESTRAINT SYSTEM

AT EACH CONNECTION TO A BEND, FITTING, VALVE, CAP, AND

CONNECTION TO EXISTING MAIN. PROVIDE RESTRAINED PUSH-ON JOINT

GASKETS AT EACH JOINT UP AND DOWN STREAM TO SECURE A

MECHANICAL JOINT ELBOW, BEND, FITTING, CAP, OR VALVE ACCORDING

TO THE PROJECT MANUAL. CONCRETE THRUST BLOCKING SHALL BE

UTILIZED IN CASES WHERE MECHANICAL JOINTS RESTRAINTS ARE NOT

APPLICABLE.

9. CONTRACTOR SHALL USE, MAINTAIN AND PROVIDE ADEQUATE, PROPER

SHORING DEVICES ON SITE AT ALL TIMES. CONTRACTOR SHALL

CONFORM TO ALL LOCAL, STATE AND FEDERAL REGULATIONS.

10. CONTRACTOR SHALL USE RUBBER - TRACKED EXCAVATOR OR PROVIDE

1" THICK (MINIMUM) MATTING TO PROTECT PAVED LOCAL MUNICIPAL,

STATE AND PRIVATE ROAD SURFACES, DURING TRENCHING, EXCAVATION

AND GENERAL CONSTRUCTION OPERATIONS.

11. CONTRACTORS SHALL BE REQUIRED TO HAVE A POWER BROOM WITH

WATER SUPPLY ON SITE AT ALL TIMES. CONTRACTOR SHALL USE WATER

OR OTHER MEANS NECESSARY FOR DUST CONTROL.

12. CONTRACTOR SHALL NOTE THAT MAXIMUM LINEAR FOOTAGE FOR

DISINFECTION SECTIONS IS 1000 FEET. CONTRACTOR SHALL PROVIDE

OWNER A WRITTEN CONSTRUCTION SEQUENCE PRIOR TO BEGINNING OF

CONSTRUCTION WITH A CORRESPONDING CONSTRUCTION SCHEDULE.

CONTRACTOR MAY MODIFY CONSTRUCTION SEQUENCE WITH

NOTIFICATION TO OWNER.

13. ALL DISTURBED AREAS SHALL BE RETURNED TO ORIGINAL CONDITIONS.

14. CONTRACTOR TO PROVIDE CCTV OF SANITARY SEWER SYSTEM WITHIN

THE ROADWAY ALONG MAPLE, ELM, AND OAK STREETS PRIOR TO ANY

CONSTRUCTION ACTIVITY.

15. CONTRACTOR TO REFER TO PROJECT MANUAL ATTACHMENT K FOR

GUIDANCE ON ASBESTOS AND CLEAN FILL TO FOLLOW AS SAFETY

PROTOCOLS WITH WORKING WITH ASBESTOS PIPE.

DRAWING LEGEND

DETAIL INDICATOR1

?-501

SCALE:1 1" = 1'-0"

DRAWING TITLE

IDENTIFICATION NUMBER/LETTER

DRAWING TITLE

SHEET KEYNOTE SYMBOL

DRAWING NUMBER

DETAIL NUMBER

TEXT

INDICATES EXISTING

CONDITIONS/FEATURES

INDICATES NEW

WORK/FEATURES

SCALE:1 1" = 2000'

LOCATION / TOPOGRAPHICAL MAP

00 2000' 4000'

1-800-242-1776

IA ONE CALL SYSTEM

, INC

STOP-CALL BEFORE YOU D

ISSUED FOR

BIDDING

DESIGN PA ONE CALL

UTILITY RESPONSE ADDRESS CONTACT INFORMATION CONTACT PERSON

CABLE PROTECTION SERVICE INC PO BOX 4816

MIDLOTHIAN, VA. 23112

EMAIL: DEBBIE_KING@CABLEPS.COM

PHONE: 804-562-3409 DEBBIE KING

BANKS TOWNSHIP/BANKS TOWNSHIP

MUNICIPAL SEWER AUTHORITY

1 MAPLE ST

PO BOX 231

TRESCKOW, PA. 18254

EMAIL: PORLIA@PTD.NET

PHONE: 570-455-9847 RICK PORPIGLIA

FRONTIER COMMUNICATIONS

OF PA INC.

300E LAIRD ST

WILKES BARRE, PA. 18702

EMAIL: MICHAEL.NAVICH@FTR.COM

PHONE: 570-208-3375 MICHAEL NAVICH

VERIZON PENNSYLVANIA LLC N/A

EMAIL:

1CALL-VERIZON-PADE@VERIZON.COM

PHONE: N/A

OFFICE PERSONNEL

HAZLETON CITY AUTHORITY

WATER DEPT

400 E ARTHUR GARDNER PKWY

HAZLETON, PA. 18201

EMAIL: STEFANS@HCAWATER.ORG

PHONE: 570-579-4178 STEFAN SCALLEAT

KLINE TOWNSHIP

MUNICIPAL AUTHORITY

8 E MARKET ST

MCADOO, PA. 18237

EMAIL: MKOSHMEIDER@OUTLOOK.COM

PHONE: 570-929-3177 MICHAEL KOSHMIEDER

PPL ELECTRIC UTILITIES

CORPORATION

437 BLUE CHURCH RD

PAXINOS, PA. 17860

EMAIL: DIHAUPT@PPLWEB.COM

PHONE: 570-490-5684 DOUG HAUPT

SERVICE ELECTRIC CABLEVISION INC.

380 MAPLEWOOD DR

PO BOX R

HAZLE TWP, PA. 18202

EMAIL: ROBERT.TRENTLY@SECV.COM

PHONE: 570-454-3841 EXT. 812 ROBERT TRENTLY

SCALE:2 NONE

VICINITY MAP

4148.024

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Jun. 19, 2026 H:\0004148.024\04-CAD\SheetFiles\G-001.dwgLa st

E di te d by : m hi es te r

G-001

W N

M U

A U

T O

W N

, C

C O

U N

, P

E A

- T R

O P

/2 2/

KCP

TJM

MAH

AS NOTED

1-800-242-1776

(TOLL FREE)

"Pa. Law requires advance notification"

PA ONE CALL FOR DESIGN

CPA PROJECT # 11617281

SERIAL NUMBERS ISSUED:

20252312683 - MAPLE ST (PRELIM DESIGN - 08/19/2025)

20261531142 - MAPLE ST (FINAL DESIGN - 06/02/2026)

20252312733 - OAK ST (PRELIM DESIGN - 08/19/2025)

20261531325 - OAK ST (FINAL DESIGN - 06/02/2026)

20252312761 - ELM ST (PRELIM DESIGN - 08/19/2025)

20261531292 - ELM ST (FINAL DESIGN - 06/02/2026)

PROJECT AREA

DRAWING INDEX

DWG. NO. DRAWING DESCRIPTION/TITLE

GENERAL

G-001 DRAWING INDEX, GENERAL PROJECT NOTES, LEGEND & DRAWING

CONVENTIONS

G-101 INDEX PLAN

CIVIL

C-101 MAPLE ST. PLAN (STA. 0+00 TO STA. 7+50)

C-102 MAPLE ST. PLAN (STA. 7+50 TO STA. 15+00)

C-103

MAPLE ST. (STA. 15+00 TO STA. 17+00) AND

ELM ST. (STA. 0+00 TO STA. 7+00) PLAN

C-104 OAK ST. PLAN (STA. 7+00 TO STA. 15+00)

C-105 OAK ST. PLAN (STA. 15+00 TO STA. 21+30)

C-106 OAK ST. PLAN (STA. 21+30 TO STA. 23+87)

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-701 RESTORATION DETAILS

EROSION AND SEDIMENTATION

ES-501 CONTROL NOTES

ES-502 CONTROL DETAILS

17+000+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40 6+00 6+60 7+20 7+80 8+40 9+00 9+60 10+20 10+80 11+40 12+00 12+60 13+20 13+80 14+40 15+00 15+60 16+20 16+80

23+87

0+00

7+808+409+009+6010+2010+8011+4012+0012+6013+2013+80

14+40

15+0015+6016+2016+8017+4018+0018+6019+2019+8020+4021+0021+6022+2022+8023+40

FHFH

CS CS CS CS CS CS

CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS

CS CS

CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CSCS CS CS CS CS CS

CS CS CS

CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS

C S

CSCSCS

CSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCS

CSCS

C S

WsB2

WsB2 WsB2

WsB2

HxB

WsB2 WsB2

WsB2

HxB

HxB HxB

HxB

HxB HxB

HxB

HxB HxB

0+00

0+30

0+00

0+60 0+69

0+35

0+00

C S

0+00

0+53

4148.024

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Jun. 19, 2026 H:\0004148.024\04-CAD\SheetFiles\G-101.dwgLa st

E di te d by : m hi es te r

G-101

W N

M U

A U

T O

W N

, C

C O

U N

, P

E A

- T R

O P

/2 2/

KCP

TJM

MAH

AS NOTED

GENERAL SHEET NOTES

1. REFER TO DRAWING G-001 FOR DRAWING INDEX, GENERAL PROJECT

NOTES, LEGEND & DRAWING CONVENTIONS.

2. GREEN SANITARY SEWER LINES AND MANHOLES TO BE CCTV.

(12 MANHOLES AND APPROX. 2,935 LF)

DRAWING C-101

SCALE:1 1" = 60'

INDEX PLAN

00 60' 120'

DRAWING C-102

DRAWING C-103

DRAWING C-102

DRAWING C-103

DRAWING C-104

DRAWING C-105

DRAWING C-106 DRAWING C-105

0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40 6+00 6+60 7+20

CS CS CS CS CS CS

CS CS CS CS CS CS CS CS CS

CS CS CS

CS CS CS CS CS CS CS CS

WsB2

WsB2 WsB2

WsB2

0+00

0+30

5+40 0+00

0+30

0+00

LIMIT OF DISTURBANCE

SILT SACK INLET PROTECTION

. 0 +0

. 7 +5

0) C

4148.024

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Jun. 19, 2026 H:\0004148.024\04-CAD\SheetFiles\C-101.dwgLa st

E di te d by : m hi es te r

C-101

W N

M U

A U

T O

W N

, C

C O

U N

, P

E A

- T R

O P

/2 2/

KCP

TJM

MAH

AS NOTED

SCALE:1 1" = 30'

MAPLE ST. PLAN (STA. 0+00 TO STA. 7+50)

00 30' 60'

M A

T C

H L

R E

T O

D W

G C

-1

GENERAL SHEET NOTES

SHEET KEYNOTES

1. EXISTING VALVE TO BE ABANDONED SHALL BE CLOSED. THE VALVE BOX

SHALL BE REMOVED TO A MINIMUM OF 1 FT. BELOW GRADE. SURFACE

SHALL BE RESTORED IN-KIND.

2. EXISTING WATER MAIN SHALL BE ABANDONED IN PLACE.

3. REMOVE EXISTING FIRE HYDRANT 1 FT BELOW GRADE, CLOSE VALVE,

REMOVE VALVE BOX, ABANDON IN PLACE AND RESTORE SURFACE.

4. CONTRACTOR TO PROVIDE TEST PIT TO VERIFY EXISTING PIPE LOCATION,

SIZE, AND MATERIAL.

5. REPLACE EXISTING WATER SERVICE, CURB STOP AND BOX. EXISTING

WATER SERVICE AND CURB STOP NOT LOCATED IN FIELD.

1. REFER TO DRAWING G-001 FOR DRAWING INDEX, GENERAL PROJECT

NOTES & DRAWING CONVENTIONS.

2. ANY SIGNAGE LOCATED ALONG PROJECT CORRIDOR THAT IS

DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AND

RE-INSTALLED AT ITS EXISTING LOCATION.

3. CONTRACTOR SHALL TEST PIT EXISTING UTILITIES AS NECESSARY TO

FACILITATE PROPOSED WATER MAIN INSTALLATION.

3/4" SERVICE

CONNECTION (TYP)

8" DI 8" DI

ENLARGED PLAN

SCALE:2 1" = 10'

ENLARGED PLAN

00 10' 20'

SCALE:3 1" = 10'

ENLARGED PLAN

00 10' 20'

8" DI

DI 4" MJ 45° BEND

4" MJ 45° BEND

4" TRANSITION

COUPLING

8"x4" MJ REDUCER

8"x8" MJ TEE

8" MJ GATE VALVE

(TYP 3 PLCS)

ABANDON

WATER MAIN

8"x6" LOCKED

HYDRANT TEE

FIRE HYDRANT

ASSEMBLY

8" DI

ABANDON

WATER MAIN

SOIL TYPES

HxB HAZLETON SANDY LOAM, 0 TO 8 PERCENT SLOPES, EXTREMELY STONY

WsB2 WATSON SILT LOAM, 3 TO 8 PERCENT SLOPES, MODERATELY ERODED

E&S LEGEND

6" D

TYPE-M SILT

SACK INLET

PROTECTION (TYP) LIMIT OF

DISTURBANCE

(0.65 ACRES)

C-501

C-101

C-501

C-502

ES-502

C-501

8" MJ GATE VALVE

C-501

8"x8" TAPPING

SLEEVE AND VALVE

C-501

7+80 8+40 9+00 9+60 10+20 10+80 11+40 12+00 12+60 13+20 13+80 14+40 15+00

CS CS CS CS CS CS CS CS CS CS

CS CS CS CS CS CS CS CS CS CS CS CS CS CS

WsB2

HxB

WsB2 WsB2

0+00

LIMIT OF DISTURBANCE

SILT SACK INLET PROTECTION

9+00 9+60

0+00

. 7 +5

. 1 5+

4148.024

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Jun. 19, 2026 H:\0004148.024\04-CAD\SheetFiles\C-102.dwgLa st

E di te d by : m hi es te r

C-102

W N

M U

A U

T O

W N

, C

C O

U N

, P

E A

- T R

O P

/2 2/

KCP

TJM

MAH

AS NOTED

3/4" SERVICE

CONNECTION (TYP)

8" DI

8"x6" LOCKED

HYDRANT TEE

SCALE:1 1" = 30'

MAPLE ST. PLAN (STA. 7+50 TO STA. 15+00)

00 30' 60'

M A

T C

H L

R E

T O

N O

N D

W G

C -1

M A

T C

H L

R E

T O

D W

G C

-1

8" DI

2 2

GENERAL SHEET NOTES

SHEET KEYNOTES

1. EXISTING VALVE TO BE ABANDONED SHALL BE CLOSED. THE VALVE BOX

SHALL BE REMOVED TO A MINIMUM OF 1 FT. BELOW GRADE. SURFACE

SHALL BE RESTORED IN-KIND.

2. EXISTING WATER MAIN SHALL BE ABANDONED IN PLACE.

3. REMOVE EXISTING FIRE HYDRANT 1 FT BELOW GRADE, CLOSE VALVE,

REMOVE VALVE BOX, ABANDON IN PLACE AND RESTORE SURFACE.

4. CONTRACTOR TO PROVIDE TEST PIT TO VERIFY EXISTING PIPE LOCATION,

SIZE, AND MATERIAL.

5. REPLACE EXISTING WATER SERVICE, CURB STOP AND BOX. EXISTING

WATER SERVICE AND CURB STOP NOT LOCATED IN FIELD.

1. REFER TO DRAWING G-001 FOR DRAWING INDEX, GENERAL PROJECT

NOTES & DRAWING CONVENTIONS.

2. ANY SIGNAGE LOCATED ALONG PROJECT CORRIDOR THAT IS

DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AND

RE-INSTALLED AT ITS EXISTING LOCATION.

3. CONTRACTOR SHALL TEST PIT EXISTING UTILITIES AS NECESSARY TO

FACILITATE PROPOSED WATER MAIN INSTALLATION.

SOIL TYPES

HxB HAZLETON SANDY LOAM, 0 TO 8 PERCENT SLOPES, EXTREMELY STONY

WsB2 WATSON SILT LOAM, 3 TO 8 PERCENT SLOPES, MODERATELY ERODED

E&S LEGEND

TYPE-M SILT SOCK SACK

INLET PROTECTION (TYP)

LIMIT OF

DISTURBANCE

(0.65 ACRES)

6" D

SCALE:2 1" = 10'

ENLARGED PLAN

00 10' 20'

FIRE HYDRANT

ASSEMBLY 12" PLUG

12" MJ GATE VALVE

8"x12" BULLNOSE TEE

8" MJ GATE VALVE

8" DI

" D

ENLARGED PLAN

C-501

ES-502

C-501

C-102

+80

0+00

0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40 6+00 6+60

CS CS

WsB2

HxB

0+00

0+69

3+60

0+00

0+69

+80

0+00

LIMIT OF DISTURBANCE

SILT SACK INLET PROTECTION

. 1

T O

. 1 7+

) A

N D

S T.

. 0 +0

. 7 +0

0) P

4148.024

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Jun. 19, 2026 H:\0004148.024\04-CAD\SheetFiles\C-103.dwgLa st

E di te d by : m hi es te r

C-103

W N

M U

A U

T O

W N

, C

C O

U N

, P

E A

- T R

O P

/2 2/

KCP

TJM

MAH

AS NOTED

MATCH LINE REFER TO DWG C-102

SCALE:1 1" = 30'

ELM ST. (STA. 0+00 TO STA. 7+00) PLAN

MAPLE ST. (STA. 15+00 TO STA. 17+00) AND

00 30' 60'

M A

T C

H L

R E

T O

D W

G C

-1

3/4" SERVICE

CONNECTION (TYP)

8" DI

ENLARGED PLAN 3

C-103

8"x6" LOCKED

HYDRANT TEE

8" MJ GATE VALVE

(TYP 4 PLCS)

8"x8" MJ CROSS

8"x4" MJ REDUCER

4" MJ 45° BEND

4" TRANSITION

COUPLING

6" SOLID

SLEEVE

18"x6" MJ REDUCER

6" MJ 45° BEND

8" DI

4" DI

4" TRANSITION

COUPLING

8"x4" MJ REDUCER

4" MJ 45° BEND

8" MJ GATE VALVE

(TYP 3 PLCS)

C-501

8"x8" MJ TEE

ENLARGED PLAN

C-103

SCALE:2 1" = 10'

ENLARGED PLAN

00 10' 20'

SCALE:3 1" = 10'

ENLARGED PLAN

00 10' 20'

8" DI

8" D

8" DI 8" DI

8"x6" LOCKED

HYDRANT TEE

ABANDON

WATER MAIN

ABANDON

WATER MAIN

ABANDON

WATER MAIN

GENERAL SHEET NOTES

SHEET KEYNOTES

1. EXISTING VALVE TO BE ABANDONED SHALL BE CLOSED. THE VALVE BOX

SHALL BE REMOVED TO A MINIMUM OF 1 FT. BELOW GRADE. SURFACE

SHALL BE RESTORED IN-KIND.

2. EXISTING WATER MAIN SHALL BE ABANDONED IN PLACE.

3. REMOVE EXISTING FIRE HYDRANT 1 FT BELOW GRADE, CLOSE VALVE,

REMOVE VALVE BOX, ABANDON IN PLACE AND RESTORE SURFACE.

4. CONTRACTOR TO PROVIDE TEST PIT TO VERIFY EXISTING PIPE LOCATION,

SIZE, AND MATERIAL.

5. REPLACE EXISTING WATER SERVICE, CURB STOP AND BOX. EXISTING

WATER SERVICE AND CURB STOP NOT LOCATED IN FIELD.

1. REFER TO DRAWING G-001 FOR DRAWING INDEX, GENERAL PROJECT

NOTES & DRAWING CONVENTIONS.

2. ANY SIGNAGE LOCATED ALONG PROJECT CORRIDOR THAT IS

DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AND

RE-INSTALLED AT ITS EXISTING LOCATION.

3. CONTRACTOR SHALL TEST PIT EXISTING UTILITIES AS NECESSARY TO

FACILITATE PROPOSED WATER MAIN INSTALLATION.

SOIL TYPES

HxB HAZLETON SANDY LOAM, 0 TO 8 PERCENT SLOPES, EXTREMELY STONY

WsB2 WATSON SILT LOAM, 3 TO 8 PERCENT SLOPES, MODERATELY ERODED

E&S LEGEND

6" DI

6" D

C-502

TYPE-M SILT SACK

INLET PROTECTION (TYP)

ES-502

TYPE-M SILT SACK

INLET PROTECTION (TYP)

ES-502

C-502

FIRE HYDRANT

ASSEMBLY

C-501

FIRE HYDRANT

ASSEMBLY

C-501

C-502

LIMIT OF

DISTURBANCE

(0.65 ACRES)

7+808+409+009+60 10+2010+8011+4012+0012+6013+20

CS CS CSCS CS CS CS CS CS

CSCS

C S

HxB

HxB HxB

HxB

LIMIT OF DISTURBANCE

SILT SACK INLET PROTECTION

S T.

N (S

. 7

. 1

4148.024

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Jun. 19, 2026 H:\0004148.024\04-CAD\SheetFiles\C-104.dwgLa st

E di te d by : m hi es te r

C-104

W N

M U

A U

T O

W N

, C

C O

U N

, P

E A

- T R

O P

/2 2/

KCP

TJM

MAH

AS NOTED

SCALE:1 1" = 30'

OAK ST. PLAN (STA. 7+00 TO STA. 13+50)

00 30' 60'

MATCH LINE REFER TO DWG C-103

3/4" SERVICE

CONNECTION (TYP)

C-501M

A T

C H

E R

R T

O D

W G

C -1

8" DI

8"x6" LOCKED

HYDRANT TEE

8" MJ 45° BEND

GENERAL SHEET NOTES

SHEET KEYNOTES

1. EXISTING VALVE TO BE ABANDONED SHALL BE CLOSED. THE VALVE BOX

SHALL BE REMOVED TO A MINIMUM OF 1 FT. BELOW GRADE. SURFACE

SHALL BE RESTORED IN-KIND.

2. EXISTING WATER MAIN SHALL BE ABANDONED IN PLACE.

3. REMOVE EXISTING FIRE HYDRANT 1 FT BELOW GRADE, CLOSE VALVE,

REMOVE VALVE BOX, ABANDON IN PLACE AND RESTORE SURFACE.

4. CONTRACTOR TO PROVIDE TEST PIT TO VERIFY EXISTING PIPE LOCATION,

SIZE, AND MATERIAL.

5. REPLACE EXISTING WATER SERVICE, CURB STOP AND BOX. EXISTING

WATER SERVICE AND CURB STOP NOT LOCATED IN FIELD.

1. REFER TO DRAWING G-001 FOR DRAWING INDEX, GENERAL PROJECT

NOTES & DRAWING CONVENTIONS.

2. ANY SIGNAGE LOCATED ALONG PROJECT CORRIDOR THAT IS

DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AND

RE-INSTALLED AT ITS EXISTING LOCATION.

3. CONTRACTOR SHALL TEST PIT EXISTING UTILITIES AS NECESSARY TO

FACILITATE PROPOSED WATER MAIN INSTALLATION.

SOIL TYPES

HxB HAZLETON SANDY LOAM, 0 TO 8 PERCENT SLOPES, EXTREMELY STONY

WsB2 WATSON SILT LOAM, 3 TO 8 PERCENT SLOPES, MODERATELY ERODED

E&S LEGEND

LIMIT OF

DISTURBANCE

(0.65 ACRES)

6" D

TYPE-M SILT SACK

INLET PROTECTION (TYP)

ES-502

FIRE HYDRANT

ASSEMBLY

C-501

8" MJ

GATE VALVE

C-501

8" MJ GATE VALVE

13+80

14+40

15+0015+6016+2016+8017+4018+0018+6019+2019+8020+4021+00

CS CS CS CS CS CS CS CS CS CS CS CS CS CS

CSCSCSCSCSCSCSCSCSCSCSCSCSCS

HxB

0+35

0+00

18+60

FH 0+35

0+00

LIMIT OF DISTURBANCE

SILT SACK INLET PROTECTION

S T.

N (S

. 1

T O

. 2 1+

4148.024

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Jun. 19, 2026 H:\0004148.024\04-CAD\SheetFiles\C-105.dwgLa st

E di te d by : m hi es te r

C-105

W N

M U

A U

T O

W N

, C

C O

U N

, P

E A

- T R

O P

/2 2/

KCP

TJM

MAH

AS NOTED

SCALE:1 1" = 30'

OAK ST. PLAN (STA. 13+50 TO STA. 21+30)

00 30' 60'

M A

T C

H L

R E

T O

D W

G C

-1

3/4" SERVICE

CONNECTION (TYP)

M A

T C

H L

R E

T O

D W

G C

-1

8"x6" LOCKED

HYDRANT TEE

ENLARGED PLAN

C-105

SCALE:2 1" = 10'

ENLARGED PLAN

00 10' 20'

8" DI 8" DI

8" MJ GATE VALVE

(TYP 2 PLCS)

8"x4" MJ REDUCER

4" MJ 45° BEND

4" TRANSITION

COUPLING

4" DI

8"x8" MJ TEE

8" DI 8" DI

ABANDON

WATER MAIN

GENERAL SHEET NOTES

SHEET KEYNOTES

1. EXISTING VALVE TO BE ABANDONED SHALL BE CLOSED. THE VALVE BOX

SHALL BE REMOVED TO A MINIMUM OF 1 FT. BELOW GRADE. SURFACE

SHALL BE RESTORED IN-KIND.

2. EXISTING WATER MAIN SHALL BE ABANDONED IN PLACE.

3. REMOVE EXISTING FIRE HYDRANT 1 FT BELOW GRADE, CLOSE VALVE,

REMOVE VALVE BOX, ABANDON IN PLACE AND RESTORE SURFACE.

4. CONTRACTOR TO PROVIDE TEST PIT TO VERIFY EXISTING PIPE LOCATION,

SIZE, AND MATERIAL.

5. REPLACE EXISTING WATER SERVICE, CURB STOP AND BOX. EXISTING

WATER SERVICE AND CURB STOP NOT LOCATED IN FIELD.

1. REFER TO DRAWING G-001 FOR DRAWING INDEX, GENERAL PROJECT

NOTES & DRAWING CONVENTIONS.

2. ANY SIGNAGE LOCATED ALONG PROJECT CORRIDOR THAT IS

DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AND

RE-INSTALLED AT ITS EXISTING LOCATION.

3. CONTRACTOR SHALL TEST PIT EXISTING UTILITIES AS NECESSARY TO

FACILITATE PROPOSED WATER MAIN INSTALLATION.

SOIL TYPES

HxB HAZLETON SANDY LOAM, 0 TO 8 PERCENT SLOPES, EXTREMELY STONY

WsB2 WATSON SILT LOAM, 3 TO 8 PERCENT SLOPES, MODERATELY ERODED

E&S LEGEND

6" D

TYPE-M SILT SACK

INLET PROTECTION (TYP)

C-501

ES-502

TYPE-M SILT SACK

INLET PROTECTION (TYP)

ES-502

C-502

LIMIT OF

DISTURBANCE

(0.65 ACRES)

FIRE HYDRANT

ASSEMBLY

C-501

8" MJ GATE VALVE

C-501

FIRE HYDRANT

ASSEMBLY

C-501

8"x6" LOCKED

HYDRANT TEE

8" MJ GATE VALVE 3

23+87

21+6022+2022+8023+40

CS CS CS CS CS

CSCSCSCS

HxB

HxB HxB

0+00

0+53

23+87

LIMIT OF DISTURBANCE

SILT SACK INLET PROTECTION

21+6022+20

0+00

0+53

S T.

N (S

. 2

T O

. 2 3+

4148.024

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Jun. 19, 2026 H:\0004148.024\04-CAD\SheetFiles\C-106.dwgLa st

E di te d by : m hi es te r

C-106

W N

M U

A U

T O

W N

, C

C O

U N

, P

E A

- T R

O P

/2 2/

KCP

TJM

MAH

AS NOTED

SCALE:1 1" = 30'

OAK ST. PLAN (STA. 21+30 TO STA. 23+87)

00 30' 60'

M A

T C

H L

R E

T O

D W

G C

-1

ENLARGED PLAN2

C-106

SCALE:2 1" = 10'

ENLARGED PLAN

00 10' 20'

8" DI

ABANDON

WATER MAIN

GENERAL SHEET NOTES

SHEET KEYNOTES

1. EXISTING VALVE TO BE ABANDONED SHALL BE CLOSED. THE VALVE BOX

SHALL BE REMOVED TO A MINIMUM OF 1 FT. BELOW GRADE. SURFACE

SHALL BE RESTORED IN-KIND.

2. EXISTING WATER MAIN SHALL BE ABANDONED IN PLACE.

3. REMOVE EXISTING FIRE HYDRANT 1 FT BELOW GRADE, CLOSE VALVE,

REMOVE VALVE BOX, ABANDON IN PLACE AND RESTORE SURFACE.

4. CONTRACTOR TO PROVIDE TEST PIT TO VERIFY EXISTING PIPE LOCATION,

SIZE, AND MATERIAL.

5. REPLACE EXISTING WATER SERVICE, CURB STOP AND BOX. EXISTING

WATER SERVICE AND CURB STOP NOT LOCATED IN FIELD.

1. REFER TO DRAWING G-001 FOR DRAWING INDEX, GENERAL PROJECT

NOTES & DRAWING CONVENTIONS.

2. ANY SIGNAGE LOCATED ALONG PROJECT CORRIDOR THAT IS

DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AND

RE-INSTALLED AT ITS EXISTING LOCATION.

3. CONTRACTOR SHALL TEST PIT EXISTING UTILITIES AS NECESSARY TO

FACILITATE PROPOSED WATER MAIN INSTALLATION.

SOIL TYPES

HxB HAZLETON SANDY LOAM, 0 TO 8 PERCENT SLOPES, EXTREMELY STONY

WsB2 WATSON SILT LOAM, 3 TO 8 PERCENT SLOPES, MODERATELY ERODED

E&S LEGEND

TYPE-M SILT SACK

INLET PROTECTION (TYP)

ES-502

TYPE-M SILT SACK

INLET PROTECTION (TYP)

ES-502

C-502

3/4" SERVICE

CONNECTION (TYP)

C-501

LIMIT OF

DISTURBANCE

(0.65 ACRES)

1" CS

2"x1" REDUCER

2" CS

8" MJ x 2" NPT

TAPPED PLUG

8"x8" MJ TEE

8" DI 8" DI

2" P

E W

/ T R

3/4" CS FOR

HOUSE #10

SCALE:3 1" = 10'

ENLARGED PLAN

00 10' 20'

ENLARGED PLAN 3

C-106

8"x8" TAPPING

SLEEVE AND VALVE

C-501

2" PE W/ TRACER WIRE

2"x3/4" REDUCER

R U

O N

SCALE:3 NONE

GATE VALVE & VALVE BOX INSTALLATION DETAIL

SIDE VIEW END VIEW

NOTES:

1. RETAINER GLANDS REQUIRED ON ALL MECHANICAL JOINT FITTINGS.

6" PIPE BED

4' -0

COVER MARKED "WATER"

M.J. RESTRAINT GLAND

W/ MEGALUGS (TYP.

2 PLACES)

3 PIECE

ROADWAY TYPE

VALVE BOX

UNDISTURBED EARTH

PENNDOT 2A

COARSE AGGREGATE

M.J. GATE VALVE

1'-3"4' -0

" M

1' -2

1'-3"

1' -3

-3

SCALE:5 NONE

FIRE HYDRANT ASSEMBLY DETAIL

ELEVATION

PLAN

1' -6

" M

1'-6"

6" DUCTILE

IRON PIPE

LOCKED

HYDRANT TEE

6" M.J. GATE VALVE

TYPE AASHTO #1B

COARSE AGGREGATE

M.J. RESTRAINT GLAND

W/ THRUST RESTRAINT

WEDGE (TYP.)

ROADWAY SURFACE

FIRE HYDRANT

CURBCOVER MARKED "WATER"

2 PIECE ROADWAY

TYPE VALVE BOX

PENNDOT 2A

COARSE AGGREGATE

3/4"Ø THREADED ROD W/

DUCTILE IRON LUGS

D.I. WATER MAIN

4" PIPE BED

CONC. BLOCK

M.J. RESTRAINT GLAND

W/ THRUST RESTRAINT

WEDGE (TYP. 2 PLACES)

SCALE:1 NONE

CROSSING UNDER EXISTING UTILITY

PROPOSED WATER MAIN

SCALE:2 NONE

CROSSING OVER EXISTING UTILITY

TYPICAL PROPOSED WATER MAIN

10'-0"

" M

EQUAL

DISTANCE

EQUAL

DISTANCE

4' -0

NEW WATER MAIN

MECHANICAL JOINTS

REQUIRED (TYP.)

WHEN VERTICAL SEPARATION IS

LESS THAN 18", PROVIDE CONCRETE

ENCASEMENT ON UNDISTURBED

GROUND. THE LENGTH OF THE

ENCASEMENT SHALL EXTEND

A MINIMUM OF 3 FEET BEYOND

THE CENTERLINE OF THE WATER

MAIN IN BOTH DIRECTIONS

4' -0

" M

EQUAL

DISTANCE

EQUAL

DISTANCE

10'-0"

NEW WATER MAIN

WHEN VERTICAL SEPARATION IS

LESS THAN 18", PROVIDE CONCRETE

ENCASEMENT ON UNDISTURBED

GROUND. THE LENGTH OF THE

ENCASEMENT SHALL EXTEND

A MINIMUM OF 3 FEET BEYOND

THE CENTERLINE OF THE WATER

MAIN IN BOTH DIRECTIONS

MECHANICAL JOINTS

REQUIRED (TYP.)

DIRECTED BY OWNER

GENERAL SHEET NOTES

1. REFER TO DRAWING G-001 FOR DRAWING INDEX, GENERAL PROJECT

NOTES, LEGEND & DRAWING CONVENTIONS.

4148.024

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Jun. 19, 2026 H:\0004148.024\04-CAD\SheetFiles\C-501.dwgLa st

E di te d by : m hi es te r

C-501

W N

M U

A U

T O

W N

, C

C O

U N

, P

E A

- T R

O P

/2 2/

KCP

TJM

MAH

AS NOTED

NOTES:

1. MUNICIPEX WATER SERVICE SHALL BE SDR 9.

2. COMPRESSION FITTINGS SHALL BE USED ON SERVICE.

3. WATER SERVICE SHALL BE LAID LOOSELY HORIZONTALLY TO PREVENT DAMAGE UPON SETTLING OF TRENCH.

4. ALL PROPOSED SERVICE PIPING FROM CURB STOP TO EXISTING PLUMBING CONNECTION SHALL HAVE A

MINIMUM OF 4'-0" OF COVER.

5. WHEN TWO OR MORE ADJACENT SERVICE BOXES ARE LOCATED IN CLOSE PROXIMITY TO EACH OTHER, SERVICE BOXES SHALL BE SEPARATED AND/OR STAGGERED TO MAINTAIN 6" OF MINIMUM SEPARATION FROM

OUTSIDE EDGES OF SERVICE BOX LIDS.

6. SERVICE TO BE EMBEDDED IN 4" OF PENNDOT 2 COARSE AGGREGATE ALL AROUND SERVICE.

7. GATE VALVE BOX TOP SECTION SHALL BE USED IN AREAS OF VEHICLE TRAFFIC (INCLUDING SHOULDERS), PEDESTRIAN TRAFFIC, OR AS DIRECTED BY OWNER'S FIELD PERSONNEL.

8. IN THE EVENT THAT THE EXISTING PLUMBING AT THE CONNECTION POINT HAS LESS THAN 4'-0" OF COVER, DEFLECT NEW PIPING PER MANUFACTURER'S RECOMMENDATIONS AT CONNECTION POINT TO MAKE TIE-IN.

NEW SERVICE PIPING SHALL ONLY BE DEFLECTED AT THE CONNECTION POINT IN ORDER TO MAINTAIN MIN 4'-0"

COVER ON NEW SERVICE LINE FROM CONNECTION POINT TO CURB STOP.

9. ALL VALVE BOXES, ETC. SHALL BE PLACED IN A MANNER AS NOT TO CREATE A TRIP HAZARD.

D.I. WATER MAIN

SCALE:4 NONE

3/4" TO 2" SERVICE CONNECTION

4' -0

" M

4' -0

" M

VARIABLE

"WATER" CAST ON LID.

2 PIECE

ERIE STYLE CURB BOX (TYP.)

W/ STAINLESS STEEL ROD END

RIGHT-OF-WAY LINE

MUNICIPEX WATER SERVICE

SHALL BE SDR 9

BALL VALVE

CURB STOP

BALL VALVE

CORP. STOP

PENNDOT 2A

COARSE AGGREGATE

REFER TO NOTE #6

4' -0

" M

1'-0"

3'-0"

2' -0

SCALE:6 NONE

TAPPING SLEEVE & GATE VALVE DETAIL

TAPPING SLEEVE

TAPPING GATE VALVE

FLANGE x M.J. ENDS

3 PIECE ROADWAY

TYPE VALVE BOX

PIPE BED

EXCAVATION

OUTLINE

'-0

" B

O W

B O

M O

F M

CONC.

THRUST

BLOCK

COVER MARKED "WATER"

R U

O N

90°45°22 1/2°

10" AND 12"

24.50

12.00

8.00

5.00

6.00

3.00

4.00

2.501.00

2.00

12.00

1.001.001.00

11 1/4°90°45°

4", 6" AND 8"

11 1/4°

DEGREE BEND OR DEFLECTION

22 1/2°

3.00

1.50

12.00

6.00

1.00

4.00

2.50

6.00

3.00

1.50

2.00

1.00

1.001.001.001.00

16"

1.50

1.00

DEGREE BEND OR DEFLECTION

PIPE SIZES

TYPE OF BEARING MATERIAL

AND ALLOWABLE LOADS

SAND 1 TON/SQ FT

SOFT CLAY 1 TON/SQ FT

SAND & GRAVEL

2 TON/SQ FT

CLAY 3 TON/SQ FT

SOFT ROCK 5 TON/SQ FT

ROCK 20 TON/SQ FT

PIPE SIZES

90°

43.00

14.00

21.50

45°

21.5011.00

7.003.50

5.50 11.00

2.001.001.00

2.00 4.50 8.50

5.50

11 1/4°

2.00

2.50

1.00

22 1/2°AND ALLOWABLE LOADS

SAND 1 TON/SQ FT

SOFT CLAY 1 TON/SQ FT

SAND & GRAVEL

2 TON/SQ FT

CLAY 3 TON/SQ FT

SOFT ROCK 5 TON/SQ FT

ROCK 20 TON/SQ FT

TYPE OF BEARING MATERIAL

MINIMUM SQUARE FEET OF BEARING SURFACE REQUIRED FOR HORIZONTAL THRUST

BLOCKING AND VERTICAL THRUSTS DOWNWARD

DEGREE BEND OR DEFLECTION

THRUST BLOCKING SCHEDULE OF DIMENSIONS

PIPE BED

BEND

DUCTILE IRON

GRADE

PIPE BED

SECTION A-A

D.I. PIPE

PIPE BEDEARTH

2 - #6 REINF BARS

ALTERNATE SECTION A-A

AT 9" OC, EW

#6 REINF BARS

DUCTILE IRON TEE

PLAN

2-#6 REINF BARS

PLAN

DUCTILE IRON PIPE

NOTES:

1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF

3000 PSI AT THE END OF 28 DAYS. POURED CONCRETE OR SAKCRETE

ONLY.

2. ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS.

3. INSTALL CONCRETE THRUST BLOCKS AT EACH ELBOW, TEE AND

CAPPED OR VALVED END FITTINGS LOCATED IN THE HORIZONTAL

PLANE.

4. PAINT ALL EXPOSED STEEL WITH TWO COATS OF ASPHALT PAINT.

5. NO COUPLING OR JOINTS SHALL BE COVERED WITH CONCRETE.

6. STAINLESS STEEL ALL-THREADS WITH PIPE STRAPS MAY BE USED IN

PLACE OF REINFORCING BARS.

7. ALL THRUST BLOCKS SHOWN ARE INTENDED AS A GUIDE AND SHALL

WITHSTAND THE REQUIRED PRESSURE.

8. MEGALUGS REQUIRED ON ALL MECHANICAL JOINT FITTINGS.

9. CERTAIN SITUATIONS MAY WARRANT THE USE OF TIE RODS AS

INDICATED ON THIS DETAIL OR AS REQUIRED BY THE AUTHORITY.

10. PIPING SHALL BE WRAPPED WITH POLYETHYLENE PRIOR TO

PLACEMENT OF CONCRETE.

11. FOR SOIL BEARING VALUES LESS THAN 1 TON / SQ. FT., CONSULT WITH

AUTHORITY ENGINEER FOR RECOMMENDATION.

12. CONCRETE QUANTITY TO BE IN ACCORDANCE WITH THIS DETAIL.

MINIMUM AMOUNT OF CONCRETE MUST BE INSTALLED.

* BASED UPON 150 PSI PRESSURE *

2 - #6 REINF BARS

BEARING

SURFACE

BEARING

SURFACE

(TYP.)

S U

C E

S U

C E

MINIMUM SQUARE FEET OF BEARING SURFACE REQUIRED FOR HORIZONTAL THRUST

BLOCKING AND VERTICAL THRUSTS DOWNWARD

* BASED UPON 150 PSI PRESSURE *

VERTICAL THRUST BLOCKING DETAILS

SECTION C-CVERTICAL THRUST UPWARD

XXXX

WIDTH

D M

DEPTH

LENGTH

6" 6"

VERTICAL

BEDM

ENT

EACH U-SHAPED BAR

SHALL BE CONSIDERED

AS ONE BAR FOR

COMPUTING CROSS

SECTIONAL AREAS

RETAINER

GLANDS

U-SHAPED

REINFORCING

BARS AROUND

PIPE

VERTICAL THRUST BLOCKING UPWARD

THRUSTS SCHEDULE OF DIMENSIONS

150 PSI WORKING PRESSURE

DEGREE BEND

OR DEFLECTION

6" AND 8" 10" AND 12" 14" AND 16"PIPE SIZES

LENGTH

WIDTH

DEPTH

SQ. IN. REINFORCING

11-1/4° 22-1/2° 45°

3.00 4.00 6.00

11-1/4° 22-1/2° 45° 11-1/4° 22-1/2° 45°

3.00 3.00 3.00

2.00 3.00 4.00

0.17 0.33 0.65

4.50 6.00 8.00

3.00 3.00 4.00

3.00 4.50 5.00

0.37 0.74 1.46

6.00 8.00 11.00

3.50 3.50 5.00

3.50 5.00 5.00

0.66 1.32 2.60

BAR NO. 5 6 7 8 9 10 11

CROSS-SECTION

IN.2 PER BAR

VERTICAL

EMBEDMENT

0.31 0.44 0.60 0.79 1.00 1.27 1.56

15" 19" 26" 35" 44" 56" 68"

SCALE:3 NONE

TYPICAL WATERMAIN ABANDONMENT DETAIL

NOTES:

1. TRANSITION END CAP MAY BE USED IN LIEU OF A TRANSITION COUPLING.

2. FILL MAIN WITH PRESSURIZED GROUT AND CAP FOR ALL WATER MAINS 8" OR

GREATER LOCATED WITHIN STATE ROAD RIGHTS-OF-WAY.

WATERMAIN TO BE ABANDONED

DIP, CI, AC

OR PVC C900

MEGA-LUG RESTRAINT

MJ CAP

TRANSITION COUPLING,

WHEN NECESSARY

SCALE:1 NONE

HORIZONTAL THRUST BLOCKING

SCALE:2 NONE

VERTICAL THRUST BLOCKING

GENERAL SHEET NOTES

1. REFER TO DRAWING G-001 FOR DRAWING INDEX, GENERAL PROJECT

NOTES, LEGEND & DRAWING CONVENTIONS.

4148.024

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PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

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4148.024

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APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

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DRAWING NO.

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REFER TO TRENCH

RESTORATION DETAILS

REFER TO TRENCH

RESTORATION DETAILS

SCALE:3 NONE

FOR GRAVEL ROADWAY/DRIVEWAY

TYPICAL SURFACE RESTORATION DETAIL

SCALE:6 NONE

FOR GRASS AREAS

TYPICAL SURFACE RESTORATION DETAIL

NOTES:

1. TEMPORARY PAVING SHALL BE PLACED ON ALL BACK FILLED TRENCHES DAILY.

2. TEMPORARY PAVING SHALL BE MAINTAINED (FLUSH WITH ADJOINING PAVED SURFACES) FOR A MINIMUM OF THIRTY

DAYS PRIOR TO FINAL TRENCH RESTORATION.

3. 4-INCHES OF BITUMINOUS MATERIAL REQUIRED DURING WINTER MONTHS, TOP SHALL BE WEARING COURSE.

REFER TO TRENCH

RESTORATION DETAILS

SCALE:1 NONE

TRENCH RESTORATION DETAIL

TYPICAL AGGREGATE BACKFILL

6" B

R O

C K

N C

G 12" MIN.12" MIN.

REFER TO SURFACE

RESTORATION DETAILS

4' -0

" D

R O

M F

G R

PA NO. 2A BACKFILL

HAND TAMPED IN 4" LAYERS

PIPE

NO. 3 COARSE AGGREGATE

SUB-BEDDING (IF REQUIRED)

UNDISTURBED

SUBGRADE

PAY LINE FOR ADDITIONAL

COARSE AGGREGATE AND

MISCELLANEOUS EXCAVATION

IN UNSTABLE MATERIAL

DETECTION

TAPE

1' -0

PA NO. 2A BACKFILL HAND

TAMPED IN 4" LAYERS, MACHINE

TAMPED IN 8" LAYERS, TO 100%

PROCTOR DENSITY IN STATE ROAD

AND 95% IN ALL OTHER AREAS

NOTES:

1. ALL STONE GRADATIONS ARE AASHTO CLASSIFICATION.

2. PENNDOT CERTIFIED MATERIALS ARE REQUIRED WITHIN RIGHT-OF-WAY.

6" TOPSOIL AND SEED

ALL DISTURBED AREAS

6" 2A COARSE AGGREGATE

COMPACTED OR MATCH EXISTING,

WHICHEVER IS GREATER

6" 2A COARSE

AGGREGATE COMPACTED

OR MATCH EXISTING,

WHICHEVER IS GREATER SAW-CUT FULL DEPTH

EXISTING PAVEMENT (TYP.)

3" SUPERPAVE ASPHALT DESIGN,

25.0 MM, PG 64S-22, BASE COURSE

VARIES

REFER TO EXISTING PENNDOT

PAVEMENT STRUCTURE

VARIES

L CROWN

4,000 PSI CONCRETE

SCALE:7 NONE

CURB & SIDEWALK REPLACEMENT DETAIL

NOTES:

1. SAW-CUT EXISTING CONCRETE SIDEWALK AT EXISTING SCORED JOINTS. PROVIDE 1/2" PREFORMED

EXPANSION JOINTS AT EITHER END.

2. SAW-CUT EXISTING CURB AND PROVIDE 1/2" PREFORMED EXPANSION JOINTS AT EITHER END.

3. THE DIMENSIONS INDICATED ON THE CURB ARE "TYPICAL". THE ACTUAL CONFIGURATION SHALL MATCH THE

EXISTING CURB.

6" x 6" x W2.9 x W2.9

WELDED WIRE FABRIC

4" MIN. PENNDOT 2A

COARSE AGGREGATE

MATCH EXIST.

FINISHED GRADEPG 64S-22 SEAL

ROADWAY

8" x 18" MIN. CURB

REFER TO RC-64M

PENNDOT CLASS A

CEMENT CONCRETE

SLOPE 1/4"

PER FOOT

SCALE:4 NONE

FOR PAVED ROADWAYS

TYPICAL TEMPORARY SURFACE RESTORATION DETAIL

GENERAL SHEET NOTES

1. REFER TO DRAWING G-001 FOR DRAWING INDEX, GENERAL PROJECT

NOTES, LEGEND & DRAWING CONVENTIONS.

REFER TO TRENCH

RESTORATION DETAILS

5' (MAX)

SCALE:2 NONE

AND BOROUGH/TOWNSHIP ROADWAY

FOR PAVED DRIVEWAY

TYPICAL SURFACE RESTORATION DETAIL

12" WIDE BITUMINOUS

SEAL. PG 64S-22 (TYP.)

SAW-CUT FULL DEPTH

EXISTING PAVEMENT (TYP.)

SAW-CUT FULL DEPTH

EXISTING PAVEMENT

(INITIAL SAW CUT) (TYP.)

6" 2A COARSE AGGREGATE COMPACTED

1-1/2" SUPERPAVE ASPHALT DESIGN,

9.5 MM, PG 64S-22, SRL E, WEARING COURSE

4" MIN. SUPERPAVE ASPHALT

DESIGN, 25.0 MM, PG 64S-22,

BASE OR TO A DEPTH OF EXISTING

BASE COURSE, WHICHEVER IS GREATER

REFER TO EXISTING PENNDOT

PAVEMENT STRUCTURE

1'-0"

CUTBACK

(TYP)

NOTE: REFER TO PLANS FOR

EXISTING PENNDOT PAVEMENT

STRUCTURE (TYP.)

REFER TO TRENCH

RESTORATION DETAILS

NOTE: 1. EXISTING DOUBLE-YELLOW LINE / PARKING LINES / PAVEMENT MARKINGS

SHALL BE REPLACED IF DISTURBED.

2. PAVING MATERIAL DEPTHS SHALL BE INSTALLED PER DETAIL UNLESS

EXISTING CONDITIONS HAVE GREATER DEPTHS. REFER TO PAVING HISTORY

ON PLAN SHEETS FOR GUIDANCE ON EXISTING MATERIALS AND DEPTHS. THE

BASE COURSE, IN MOST CASES, SHALL BE INCREASED TO ACCOUNT FOR THE

ADDITIONAL THICKNESS OF PAVEMENT STRUCTURE.

3. CURB REVEAL SHALL BE MAINTAINED AS WELL AS THE EXISTING PAVEMENT

GRADE / CROSS SLOPES.

VARIES

1-1/2" MILL EXISTING PAVEMENT AND INSTALL

1 1/2" SUPERPAVE ASPHALT MIXTURE DESIGN WEARING

COURSE, PG 64S-22, 3 TO <30 MILLION ESALS, 9.5 MM MIX,

SRL-H, OR MATCH EXISTING WHICHEVER IS GREATER

5" SUPERPAVE ASPHALT MIXTURE

DESIGN BASE COURSE, PG 64S-22, 3 TO

<30 MILLION ESALS, 25 MM MIX, OR MATCH

EXISTING WHICHEVER IS GREATER

6" COMPACTED 2A MODIFIED SUBGRADE

OR MATCH EXISTING, WHICHEVER

IS GREATER

SAW-CUT FULL DEPTH

EXISTING PAVEMENT

(INITIAL SAW CUT) (TYP.)

SAW CUT EXPOSED VERTICAL

AND HORIZONTAL SURFACES

SHALL BE PREPARED AS PER

PUB. 408, SECTION 413.3(g).

12" WIDE BITUMINOUS

SEAL PG 64S-22 (TYP.)

BITUMINOUS TACK COAT

BETWEEN LAYERS

2 1/2" MIN. SUPERPAVE ASPHALT MIXTURE DESIGN,

19.0 MM MIX, PG 64S-22, 3 TO 30 MILLION ESALS, BINDER COURSE

NOTES:

1. NOT FOR USE WITHIN PENNDOT RIGHT-OF-WAY

SCALE:5 NONE

FOR PENNDOT STATE ROAD

TYPICAL SURFACE RESTORATION DETAIL

VARIES

(MIN. 3 FEET)

SCALE:8 BITUMINOUS SIDEWALK

SURFACE RESTORATION DETAIL

6" PENNDOT 2A

COARSE AGGREGATECOMPACTED SUBSOIL

1" SUPERPAVE 9.5 MM,

PG 64-22, WEARING

COURSE

2" SUPERPAVE 19.5 MM,

PG 64-22, BINDER

COURSE

FIN. GRADE

NONE

O L

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CONSTRUCTION SEQUENCE

STANDARD NOTES

1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN

ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY

THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE REVIEWING AGENCY SHALL BE

NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE REVIEWING

AGENCY MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION.

2. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND GRUBBING, THE

OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE MUNICIPAL OFFICIALS, THE

E&S PLAN PREPARER, THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF CRITICAL STAGES OF

IMPLEMENTATION OF THE E&S PLAN, AND A REPRESENTATIVE FROM THE LOCAL CONSERVATION DISTRICT TO AN ON-SITE

PRECONSTRUCTION MEETING.

3. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY

UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM INC. SHALL BE NOTIFIED AT 1-800-242-1776 FOR THE LOCATION OF

EXISTING UNDERGROUND UTILITIES.

4. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN

DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING FROM THE LOCAL CONSERVATION DISTRICT

OR BY THE DEPARTMENT PRIOR TO IMPLEMENTATION.

5. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS

AND OTHER OBJECTIONABLE MATERIAL.

6. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE

CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY

STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMPS SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE

HAVE BEEN INSTALLED AND ARE FUNCTIONING AS DESCRIBED IN THIS E&S PLAN.

7. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE

BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING

AND GRUBBING OPERATIONS BEGIN.

8. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN ON THE

PLAN MAPS(S) IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE

STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS.

STOCKPILE HEIGHTS SHALL NOT EXCEED 35 FEET. STOCKPILE SLOPES SHALL BE 2H: 1V OR FLATTER.

9. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION

AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO

MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY THE LOCAL CONSERVATION DISTRICT

AND/OR THE REGIONAL OFFICE OF THE DEPARTMENT.

10. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN

ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1, AND 287.1 ET. SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED AT THE SITE.

11. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY THE LOCAL CONSERVATION DISTRICT

OR THE DEPARTMENT FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED.

12. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL.

CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE

TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM

CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE AND IS RECOGNIZABLE AS SUCH.

THE TERM DOES NOT INCLUDE MATERIALS PLACED IN OR ON THE WATERS OF THE COMMONWEALTH UNLESS OTHERWISE

AUTHORIZED. (THE TERM "USED ASPHALT" DOES NOT INCLUDE MILLED ASPHALT OR ASPHALT THAT HAS BEEN PROCESSED

FOR RE-USE).

CLEAN FILL AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE: FILL MATERIALS AFFECTED BY A SPILL OR

RELEASE OF A REGULATED SUBSTANCE STILL QUALIFIES AS CLEAN FILL PROVIDED THE TESTING REVEALS THAT THE FILL

MATERIAL CONTAINS CONCENTRATIONS OF REGULATED SUBSTANCES THAT ARE BELOW THE RESIDENTIAL LIMITS IN TABLES

FP-1A AND FP-1B FOUND IN THE DEPARTMENT'S POLICY "MANAGEMENT OF FILL".

ANY PERSON PLACING CLEAN FILL THAT HAS BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE MUST

USE FORM FP-001 TO CERTIFY THE ORIGIN OF THE FILL MATERIAL AND THE RESULTS OF THE ANALYTICAL TESTING TO

QUALIFY THE MATERIAL AS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE OWNER OF THE PROPERTY RECEIVING

THE FILL.

ENVIRONMENTAL DUE DILIGENCE: THE APPLICANT MUST PERFORM ENVIRONMENTAL DUE DILIGENCE TO DETERMINE IF THE

FILL MATERIALS ASSOCIATED WITH THE PROJECT QUALIFY AS CLEAN FILL. ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS:

INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE

SEARCHES, REVIEW OF PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL

QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS.

ANALYTICAL TESTING IS NOT A REQUIRED PART OF DUE DILIGENCE UNLESS VISUAL INSPECTION AND/OR REVIEW OF THE

PAST LAND USE OF THE PROPERTY INDICATES THAT THE FILL MAY HAVE BEEN SUBJECTED TO A SPILL OR RELEASE OF

REGULATED SUBSTANCE. IF THE FILL MAY HAVE BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE, IT

MUST BE TESTED TO DETERMINE IF IT QUALIFIES AS CLEAN FILL. TESTING SHOULD BE PERFORMED IN ACCORDANCE WITH

APPENDIX A OF THE DEPARTMENT'S POLICY "MANAGEMENT OF FILL".

FILL MATERIAL THAT DOES NOT QUALIFY AS CLEAN FILL IS REGULATED FILL. REGULATED FILL IS WASTE AND MUST BE

MANAGED IN ACCORDANCE WITH THE DEPARTMENT'S MUNICIPAL OR RESIDUAL WASTE REGULATIONS BASED ON 25 PA.

CODE CHAPTERS 287 RESIDUAL WASTE MANAGEMENT OR 271 MUNICIPAL WASTE MANAGEMENT, WHICHEVER IS APPLICABLE.

THESE REGULATIONS ARE AVAILABLE ON-LINE AT WWW.PACODE.COM

13. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DIRECTED INTO A PUMPED WATER FILTER BAG AND DISCHARGED

TO AN UNDISTURBED VEGETATED AREA.

14. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE MAINTAINED PROPERLY. MAINTENANCE SHALL

INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL

PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, RE-GRADING, RESEEDING, RE-MULCHING AND RE-NETTING MUST BE PERFORMED IMMEDIATELY. IF THE E&S BMPS FAIL TO PERFORM AS

EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.

15. A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY

WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY OFFICIALS AT

THE TIME OF INSPECTION.

16. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE

END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE

WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER.

17. ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS.

18. AREAS WHICH ARE TO BE TOP SOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES - 6 TO 12 INCHES ON

COMPACTED SOILS -- PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4 INCHES OF

TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL SLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.

19. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER

RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN

ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.

20. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS.

21. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OBJECTIONABLE

MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS.

22. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS.

23. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES.

24. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD

AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

25. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN

COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN.

26. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR

SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL

BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL

NOT BE REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENT STABILIZATION

SPECIFICATIONS.

27. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR OTHER

PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND FILL

SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, SLIDING, OR OTHER MOVEMENTS.

28. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR

UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT.

29. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT FOR AN INSPECTION PRIOR TO

REMOVAL/CONVERSION OF THE E&S BMPS.

30. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED OR

CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER MANAGEMENT BMPS. AREAS DISTURBED DURING

REMOVAL OR CONVERSION OF THE BMPS SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID RE-VEGETATION

OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE GERMINATING SEASON.

31. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT TO SCHEDULE A FINAL INSPECTION.

32. FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE

CONSTRUCTION SITE, OR FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS MAY

RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE DEPARTMENT AS DEFINED IN

SECTION 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000 PER

DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR CRIMINAL

PENALTIES FOR EACH VIOLATION.

33. UPON TEMPORARY CESSATION OF AN EARTH DISTURBANCE OR ANY STAGE OR PHASE OF AN ACTIVITY WHERE A

CESSATION OF EARTH DISTURBANCE ACTIVITIES EXCEED 4 DAYS, THE SITE SHALL BE IMMEDIATELY SEEDED, MULCHED OR

OTHERWISE PROTECTED FROM ACCELERATED EROSION AND SEDIMENTATION PENDING FUTURE EARTH DISTURBANCE

ACTIVITIES.

CONSTRUCTION SEQUENCE

1. LOCATE ALL ACCESS POINTS, STORAGE, AND LAYDOWN AREAS THAT WILL BE NECESSARY FOR PROPER EXECUTION OF THE

WORK, PRIOR TO THE START OF ANY WORK. THE PROJECT SITE WILL BE ACCESSED FROM THE EXISTING ROADWAY/PAVED

AREAS. A ROCK CONSTRUCTION ENTRANCE WILL NOT BE REQUIRED.

a) RESPONSIBILITY FOR STAGING/LAYDOWN FOR THE PROJECT FALLS ON THE CONTRACTOR. CONTRACTOR SHALL FINALIZE

A LOCATION THAT HAS AN APPROVED E&S PLAN AND/OR IS LOCATED ON AN AREA THAT IS ENTIRELY EXISTING

IMPERVIOUS.

2. INSTALL ALL PERIMETER BMP'S AS SHOWN ON THE PLANS, WHICH INCLUDES INLET PROTECTION.

3. THE CONTRACTOR WILL INSPECT WEEKLY AND AFTER EACH RAIN EVENT, THE…

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