1-03 - 2026-03-03 - Sanitary Sewer Protection Exhibit.pdf

PDF 2 MB Posted Apr 6, 2026

Attached to: Cocalico Creek Tributary Stream Restoration at Pump Station 18
Solicitation number: Not on record
Issued by: Lancaster County, Loop CDP, Pennsylvania

About this file

Written by GovTribe AI · Apr 13, 2026

This is a Sanitary Sewer Protection Exhibit prepared for the Cocalico Creek Tributary Stream Restoration project in Warwick Township, Lancaster County, Pennsylvania. The exhibit provides detailed engineering plans and specifications for protecting an existing 4-inch sanitary force main during stream restoration construction activities. The project involves stabilization of the Cocalico Creek Tributary streambank along approximately 26 stations of work, with sealed bids due May 21, 2026, at 2:00 PM via PennBid. The Warwick Township Board of Supervisors is scheduled to review and act on bids during their meeting on June 3, 2026. The project includes multiple protective measures including temporary utility crossings with steel plate protection (minimum 4-foot cover), temporary pump-around bypass systems, sandbag diversion dams, erosion and sedimentation controls, temporary stream crossings, and staged restoration work across multiple property parcels in the area.

The exhibit specifies that all contractor-provided steel plate protection specifications must be submitted to Warwick Township for review and approval prior to construction, with alternative protection methods requiring prior written approval. Temporary utility crossings require daily inspections with damaged crossings repaired within 24 hours and sediment deposits removed within 24 hours of inspection. Work within the sanitary sewer easement is limited to meeting grades only, with crossing of the utility line permitted only where steel protection is shown on the plans. The project references detailed plan sets dated February 1, 2024, maintained by EK Engineering & Landscape Architecture (Project No. P-1849.1-23) and requires compliance with Specification Section 020105 regarding protection of underground utilities. Bid security of at least 10% of the bid amount is required, with Pennsylvania Prevailing Wage Act compliance mandatory as the contract is estimated to exceed $25,000. The project has received grant funding from the Pennsylvania Department of Environmental Protection Growing Greener program to assist with construction costs.

View the file

Other files

File	Type	Posted
3-01 - Project Manual - 4-2-26 For Bid - CC.pdf	PDF	Apr 6, 2026
2-02 - Cocalico Creek at Pump Station 18 Drawings.pdf	PDF	Apr 6, 2026
2-Project Manual.pdf	PDF	Sep 19, 2025
1-CONSTRUCTION PLAN SET.pdf	PDF	Sep 19, 2025

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Glenn S. & Charlene F. ReiffDeed 3080-363Tax Acct 600-72088-0-0000SPB 2017-325-J 24 Picnic Woods Road

G. Anthony & Luann H. ZimmermanDocument ID 6128927Tax Acct 600-76114-0-0000SPB J-219-3 33 Picnic Woods Road Area = 93.7± Acres

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69'

TOP PIPE (4IN PVC)

355.41

TOP PIPE (4IN PVC)

352.95

TOP PIPE (4IN PVC)

357.03

Unnamed Tributary to Cocalico Creek (WWF)

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CkA

360365

35936

2363364

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LOD LOD

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MATCHLINE - SHEET 2

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S E

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X -S

EX-SS

LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING PARCEL LINE

EXISTING STREAM EDGE

EXISTING SOIL BOUNDARY

FLOODWAY (50' FROM TOP OF BANK)

EXISTING SANITARY SEWER

EXISTING FENCE

EXISTING TREE

EXISTING TREE LINE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

LIMIT OF DISTURBANCE

PROPOSED BASEFLOW CHANNEL

PROPOSED PERMANENT LIVESTOCK FENCE

TEMPORARY LIVESTOCK FENCE

PROPOSED LIVESTOCK CROSSING

PROPOSED LOG SILL

PROPOSED TEMPORARY PUMP-

AROUND BYPASS SYSTEM

PROPOSED COFFERDAM

PROPOSED LIVESTOCK GATE

PROPOSED E+S MATTING (C125BN)

STRAW MULCH

TEMPORARY STREAM CROSSING

X X

FWFW

LOD LOD

EX-SS EX-SS

TSC

LS LS LS

CkA

SCALE:

DATE:

CHECKED BY:

DRAWN BY:

PROJECT NUMBER:

SHEET NUMBER:

REVISIONS

NO. DATE DESCRIPTION

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SIGNATURE BLOCK

0' 30' 60' 90'

SCALE: 1" = 30'

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P-1849.1-23

2026-03-03

OF 3

1" = 30'

SEE PLANS DATED FEBRUARY 1,

2024 FOR DETAIL

ROCK CONSTRUCTION ENTRANCEE-6

TEMPORARY STOCKPILE AREA

SEE PLANS DATED FEBRUARY 1, 2024 FOR DETAIL

TEMPORARY PUMP AROUND BYPASS SYSTEME-2

SEE PLANS DATED FEBRUARY 1, 2024 FOR DETAIL

SANDBAG DIVERSION DAM OR COFFER DAME-7

SEE PLANS DATED FEBRUARY 1,

2024 FOR DETAIL

EROSION CONTROL MATTINGE-3

SEE PLANS DATED FEBRUARY

1, 2024 FOR DETAIL

COMPOST FILTER SOCKE-5

STAGING AREA

SEE PLANS DATED FEBRUARY 1, 2024 FOR DETAIL

TEMPORARY STREAM CROSSINGE-1

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FILL PILE

PP-1

SEE PLANS DATED FEBRUARY 1, 2024 FOR DETAIL

PLUNGE POOLD-9

EROSION CONTROL MATTING TO

CONTINUE ACROSS THE PROPOSED

BASEFLOW CHANNEL.

PRIOR TO MATTING AND DURING

FLOODPLAIN EXCAVATION, PROPOSED

BASEFLOW CHANNEL TO BE STABILIZED

WITH HARVESTED GRAVEL MATERIAL

FROM EXISTING CHANNEL BED.

PLAN VIEW

MINIMIZE

WIDTH OF

CLEARING

STEEL PLATE

UTILITY LINE

(4' COVER MIN)

UNDISTURBED EARTH

NOTES:

1. CONTRACTOR SHALL PROVIDE SPECIFICATION DETAILS ON THE STEEL PLATE PROTECTION TO WARWICK TOWNSHIP FOR REVIEW AND APPROVAL.

ALTERNATIVE PROTECTION METHODS MAY BE PROPOSED BUT MUST BE REVIEWED AND APPROVED BY WARWICK TOWNSHIP PRIOR TO CONSTRUCTION.

2. REFER TO SPECIFICATION SECTION 020105 – PROTECTION OF UNDERGROUND UTILITIES FOR DETAILS AND OTHER REQUIREMENTS.

3. WORK WITHIN THE EASEMENT SHALL BE LIMITED TO MEETING GRADES ONLY. CROSSING THE UTILITY LINE SHALL ONLY OCCUR WHERE STEEL PROTECTION

HAS BEEN SHOWN ON THE FIGURE.

4. THE ALIGNMENT AND PROFILE OF THE EXISTING SANITARY SEWER CAN BE FOUND WITHIN THE PLAN SET DATED FEBRUARY 1, 2024.

5. CONTRACTOR MAY ADD ADDITIONAL SOIL TO ENSURE THE MINIMUM 4' OF COVER OVER THE LINE.

6. AS SOON AS THE TEMPORARY UTILITY CROSSING IS NO LONGER NEEDED, IT SHALL BE REMOVED. ALL MATERIALS SHALL BE DISPOSED OF PROPERLY AND

DISTURBED AREAS STABILIZED.

MAINTENANCE

1. TEMPORARY UTILITY CROSSINGS SHALL BE INSPECTED ON A DAILY BASIS.

2. DAMAGED CROSSINGS SHALL BE REPAIRED WITHIN 24 HOURS OF THE INSPECTION AND BEFORE ANY SUBSEQUENT USE.

3. SEDIMENT DEPOSITS ON THE CROSSING OR ITS APPROACHES SHALL BE REMOVED WITHIN 24 HOURS OF THE INSPECTION.

CROSS-SECTION

UNDISTURBED EARTH

EASEMENT

STEEL PLATE

4' (M

NOT TO SCALE

STEEL PLATE UTILITY CROSSINGE-9

SEE EXHIBIT DETAIL

STEEL PLATE UTILITY CROSSINGE-9

MINIMUM

LENGTH OF

EASEMENT

THIS EXHIBIT IS FOR USE

REGARDING THE SANITARY

SEWER PROTECTION PLAN. ALL

OTHER DETAILS CAN BE FOUND IN

THE PLAN SET DATED FEBRUARY 1,

2024.

AutoCAD SHX Text

DE 1440-13

AutoCAD SHX Text

DE 1440-14

AutoCAD SHX Text

DE 1440-15

AutoCAD SHX Text

BENCHMARK CAPPED REBAR ELEVATION= 360.41 NAVD 1988 DATUM

AutoCAD SHX Text

24" SLCPP

AutoCAD SHX Text

24" SLCPP

AutoCAD SHX Text Rip-Rap

AutoCAD SHX Text Field Line

AutoCAD SHX Text Manhole Rim=367.43 Inv=359.43 (4" Force Main) Inv=358.80

AutoCAD SHX Text Limit of Topographic Survey

AutoCAD SHX Text 30' Wide Warwick Township Municipal Authority Sanitary Sewer Easement Per Deed S-87-573

AutoCAD SHX Text N4°04'22"E

AutoCAD SHX Text 20' Wide Water & Sewer Easement (Per Deed 2966-371)

AutoCAD SHX Text Approx. Location Of 4" Sanitary Force Main (Location To Be Field Verified)

AutoCAD SHX Text PPL Stake

AutoCAD SHX Text Surveyed Property Line

AutoCAD SHX Text Field Line

G. Anthony & Luann H. ZimmermanDocument ID 6128927Tax Acct 600-76114-0-0000SPB J-219-3 33 Picnic Woods Road Area = 93.7± Acres

TOP PIPE (4IN PVC)

346.44

TOP PIPE (4IN PVC)

341.91

FW FW

Unnamed Tributary to Cocalico Creek (WWF)

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LOD

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LOD

LOD LOD LOD

LOD

MATCHLINE - SHEET 1

MATCHLINE - SHEET 3

EX-SS

LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING PARCEL LINE

EXISTING STREAM EDGE

EXISTING SOIL BOUNDARY

FLOODWAY (50' FROM TOP OF BANK)

EXISTING SANITARY SEWER

EXISTING FENCE

EXISTING TREE

EXISTING TREE LINE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

LIMIT OF DISTURBANCE

PROPOSED BASEFLOW CHANNEL

PROPOSED PERMANENT LIVESTOCK FENCE

TEMPORARY LIVESTOCK FENCE

PROPOSED LIVESTOCK CROSSING

PROPOSED LOG SILL

PROPOSED TEMPORARY PUMP-

AROUND BYPASS SYSTEM

PROPOSED COFFERDAM

PROPOSED LIVESTOCK GATE

PROPOSED E+S MATTING (C125BN)

STRAW MULCH

TEMPORARY STREAM CROSSING

X X

FWFW

LOD LOD

EX-SS EX-SS

TSC

LS LS LS

CkA

SCALE:

DATE:

CHECKED BY:

DRAWN BY:

PROJECT NUMBER:

SHEET NUMBER:

REVISIONS

NO. DATE DESCRIPTION

P R

C T:

S H

E E

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co m la nd la nd st ud ie s.

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�1 oU tK �6 tU ee t /i tit �3 �1 7�

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3$�042�24

SIGNATURE BLOCK

0' 30' 60' 90'

SCALE: 1" = 30'

P-1849.1-23

2026-03-03

OF 3

1" = 30'

SEE PLANS DATED FEBRUARY 1,

2024 FOR DETAIL

EROSION CONTROL MATTINGE-3

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E K

T R

Y S

A M

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, P A

SEE PLANS DATED FEBRUARY 1, 2024 FOR DETAIL

TEMPORARY STREAM CROSSINGE-1

A T

P U

M P

N R

O A

PP-2

SEE PLANS DATED FEBRUARY 1,

2024 FOR DETAIL

PLUNGE POOLD-9

EROSION CONTROL MATTING TO

CONTINUE ACROSS THE PROPOSED

BASEFLOW CHANNEL.

PRIOR TO MATTING AND DURING

FLOODPLAIN EXCAVATION, PROPOSED

BASEFLOW CHANNEL TO BE STABILIZED

WITH HARVESTED GRAVEL MATERIAL

FROM EXISTING CHANNEL BED.

E X

S A

A R

Y S

E W

E R

P R

O N

SEE EXHIBIT DETAIL

STEEL PLATE UTILITY CROSSINGE-9

NOT TO SCALE

STEEL PLATE UTILITY CROSSINGE-9

THIS EXHIBIT IS FOR USE

REGARDING THE SANITARY

SEWER PROTECTION PLAN. ALL

OTHER DETAILS CAN BE FOUND IN

THE PLAN SET DATED FEBRUARY 1,

2024.

PLAN VIEW

MINIMIZE

WIDTH OF

CLEARING

STEEL PLATE

UTILITY LINE

(4' COVER MIN)

UNDISTURBED EARTH

NOTES:

1. CONTRACTOR SHALL PROVIDE SPECIFICATION DETAILS ON THE STEEL PLATE PROTECTION TO WARWICK TOWNSHIP FOR REVIEW AND APPROVAL.

ALTERNATIVE PROTECTION METHODS MAY BE PROPOSED BUT MUST BE REVIEWED AND APPROVED BY WARWICK TOWNSHIP PRIOR TO CONSTRUCTION.

2. REFER TO SPECIFICATION SECTION 020105 – PROTECTION OF UNDERGROUND UTILITIES FOR DETAILS AND OTHER REQUIREMENTS.

3. WORK WITHIN THE EASEMENT SHALL BE LIMITED TO MEETING GRADES ONLY. CROSSING THE UTILITY LINE SHALL ONLY OCCUR WHERE STEEL PROTECTION

HAS BEEN SHOWN ON THE FIGURE.

4. THE ALIGNMENT AND PROFILE OF THE EXISTING SANITARY SEWER CAN BE FOUND WITHIN THE PLAN SET DATED FEBRUARY 1, 2024.

5. CONTRACTOR MAY ADD ADDITIONAL SOIL TO ENSURE THE MINIMUM 4' OF COVER OVER THE LINE.

6. AS SOON AS THE TEMPORARY UTILITY CROSSING IS NO LONGER NEEDED, IT SHALL BE REMOVED. ALL MATERIALS SHALL BE DISPOSED OF PROPERLY AND

DISTURBED AREAS STABILIZED.

MAINTENANCE

1. TEMPORARY UTILITY CROSSINGS SHALL BE INSPECTED ON A DAILY BASIS.

2. DAMAGED CROSSINGS SHALL BE REPAIRED WITHIN 24 HOURS OF THE INSPECTION AND BEFORE ANY SUBSEQUENT USE.

3. SEDIMENT DEPOSITS ON THE CROSSING OR ITS APPROACHES SHALL BE REMOVED WITHIN 24 HOURS OF THE INSPECTION.

CROSS-SECTION

UNDISTURBED EARTH

EASEMENT

STEEL PLATE

4' (M

MINIMUM

LENGTH OF

EASEMENT

AutoCAD SHX Text Field Line

AutoCAD SHX Text Electric Wire Fence

AutoCAD SHX Text Limit of Topographic Survey

AutoCAD SHX Text 30"

AutoCAD SHX Text 24"

AutoCAD SHX Text Approx. Location Of 4" Sanitary Force Main (Location To Be Field Verified)

20' Wide Water & Sewer Easement (Per Deed 2966-371)

XXXXXXXXXXXXXXXXX

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X X

Aaron H. ReiffDeed 3974-72Tax Acct 600-02504-0-0000 1739 Old Rothsville Road

Area = 81.8± Acres

Aaron H. ReiffDeed 3974-72Tax Acct 600-02504-0-0000 1739 Old Rothsville Road

Area = 81.8± Acres

TOP PIPE (4IN PVC)

341.91

TOP PIPE (4IN PVC)

339.25

TOP PIPE (4IN PVC)

336.76

TOP PIPE (4IN PVC)

334.85

Unnamed Tributary to Cocalico Creek (WWF)

FW FW

FW FW FW

HbC

CkA

333334

17+00

18+00

19+00

20+00

21+00

22+00

23+00

24+00

25+00 26+00

LOD

LOD LOD LOD LOD

LOD LOD LOD LOD LOD

LOD

LOD LOD LOD

LOD

LODLODLODLOD

LOD

X X

FS12

MATCHLINE - SHEET 2

EX-SS

LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING PARCEL LINE

EXISTING STREAM EDGE

EXISTING SOIL BOUNDARY

FLOODWAY (50' FROM TOP OF BANK)

EXISTING SANITARY SEWER

EXISTING FENCE

EXISTING TREE

EXISTING TREE LINE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

LIMIT OF DISTURBANCE

PROPOSED BASEFLOW CHANNEL

PROPOSED PERMANENT LIVESTOCK FENCE

TEMPORARY LIVESTOCK FENCE

PROPOSED LIVESTOCK CROSSING

PROPOSED LOG SILL

PROPOSED TEMPORARY PUMP-

AROUND BYPASS SYSTEM

PROPOSED COFFERDAM

PROPOSED LIVESTOCK GATE

PROPOSED E+S MATTING (C125BN)

STRAW MULCH

TEMPORARY STREAM CROSSING

X X

FWFW

LOD LOD

EX-SS EX-SS

TSC

LS LS LS

CkA

SCALE:

DATE:

CHECKED BY:

DRAWN BY:

PROJECT NUMBER:

SHEET NUMBER:

REVISIONS

NO. DATE DESCRIPTION

P R

C T:

S H

E E

7-la nd st ud ie s.

co m la nd la nd st ud ie s.

co m

�1 oU tK �6 tU ee t /i tit �3 �1 7�

4�

3$�042�24

SIGNATURE BLOCK

0' 30' 60' 90'

SCALE: 1" = 30'

P-1849.1-23

2026-03-03

OF 3

1" = 30'

SEE PLANS DATED FEBRUARY 1, 2024 FOR DETAIL

TEMPORARY PUMP AROUND BYPASS SYSTEME-2

SEE PLANS DATED FEBRUARY 1, 2024 FOR DETAIL

SANDBAG DIVERSION DAM OR COFFER DAME-7

(TYP)

SEE PLANS DATED FEBRUARY 1,

2024 FOR DETAIL

TEMPORARY LIVESTOCK FENCINGD-6

SEE PLANS DATED FEBRUARY 1,

2024 FOR DETAIL

EROSION CONTROL MATTINGE-3

FILL PILE

(TYP)

SEE PLANS DATED FEBRUARY 1,

2024 FOR DETAIL

COMPOST FILTER SOCKE-5

SEE PLANS DATED FEBRUARY 1,

2024 FOR DETAIL

TEMPORARY STREAM CROSSINGE-1

TEMPORARY FENCE TIE-IN LOCATION

MAINTAIN MIN. 10' WIDTH FOR LANDOWNER LIVESTOCK AND EQUIPMENT ACCESS.

C O

C A

O C

R E

E K

T R

Y S

A M

R E

R A

W A

R W

T O

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S H

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A T

P U

M P

N R

O A

NO CONSTRUCTION TRAFFIC SHALL BE

ALLOWED ON TOP OF EXISTING 40"

METAL PIPE

PP-2

SEE PLANS DATED FEBRUARY 1,

2024 FOR DETAIL

PLUNGE POOLD-9

PP-3

SEE PLANS DATED FEBRUARY 1,

2024 FOR DETAIL

PLUNGE POOLD-9

EROSION CONTROL MATTING TO

CONTINUE ACROSS THE PROPOSED

BASEFLOW CHANNEL.

PRIOR TO MATTING AND DURING

FLOODPLAIN EXCAVATION, PROPOSED

BASEFLOW CHANNEL TO BE STABILIZED

WITH HARVESTED GRAVEL MATERIAL

FROM EXISTING CHANNEL BED.

E X

S A

A R

Y S

E W

E R

P R

O N

SEE EXHIBIT DETAIL

STEEL PLATE UTILITY CROSSINGE-9

THIS EXHIBIT IS FOR USE

REGARDING THE SANITARY

SEWER PROTECTION PLAN. ALL

OTHER DETAILS CAN BE FOUND IN

THE PLAN SET DATED FEBRUARY 1,

2024.

PLAN VIEW

MINIMIZE

WIDTH OF

CLEARING

STEEL PLATE

UTILITY LINE

(4' COVER MIN)

UNDISTURBED EARTH

NOTES:

1. CONTRACTOR SHALL PROVIDE SPECIFICATION DETAILS ON THE STEEL PLATE PROTECTION TO WARWICK TOWNSHIP FOR REVIEW AND APPROVAL.

ALTERNATIVE PROTECTION METHODS MAY BE PROPOSED BUT MUST BE REVIEWED AND APPROVED BY WARWICK TOWNSHIP PRIOR TO CONSTRUCTION.

2. REFER TO SPECIFICATION SECTION 020105 – PROTECTION OF UNDERGROUND UTILITIES FOR DETAILS AND OTHER REQUIREMENTS.

3. WORK WITHIN THE EASEMENT SHALL BE LIMITED TO MEETING GRADES ONLY. CROSSING THE UTILITY LINE SHALL ONLY OCCUR WHERE STEEL PROTECTION

HAS BEEN SHOWN ON THE FIGURE.

4. THE ALIGNMENT AND PROFILE OF THE EXISTING SANITARY SEWER CAN BE FOUND WITHIN THE PLAN SET DATED FEBRUARY 1, 2024.

5. CONTRACTOR MAY ADD ADDITIONAL SOIL TO ENSURE THE MINIMUM 4' OF COVER OVER THE LINE.

6. AS SOON AS THE TEMPORARY UTILITY CROSSING IS NO LONGER NEEDED, IT SHALL BE REMOVED. ALL MATERIALS SHALL BE DISPOSED OF PROPERLY AND

DISTURBED AREAS STABILIZED.

MAINTENANCE

1. TEMPORARY UTILITY CROSSINGS SHALL BE INSPECTED ON A DAILY BASIS.

2. DAMAGED CROSSINGS SHALL BE REPAIRED WITHIN 24 HOURS OF THE INSPECTION AND BEFORE ANY SUBSEQUENT USE.

3. SEDIMENT DEPOSITS ON THE CROSSING OR ITS APPROACHES SHALL BE REMOVED WITHIN 24 HOURS OF THE INSPECTION.

CROSS-SECTION

UNDISTURBED EARTH

EASEMENT

STEEL PLATE

4' (M

MINIMUM

LENGTH OF

EASEMENT

NOT TO SCALE

STEEL PLATE UTILITY CROSSINGE-9

AutoCAD SHX Text 18"

AutoCAD SHX Text 12"

AutoCAD SHX Text 8"

AutoCAD SHX Text 24"

AutoCAD SHX Text 6"

AutoCAD SHX Text Inv=334.32

AutoCAD SHX Text Inv=334.42

AutoCAD SHX Text 40" Metal Pipe

AutoCAD SHX Text Stacked Railroad Ties

AutoCAD SHX Text Field Line

AutoCAD SHX Text Electric Wire Fence

AutoCAD SHX Text Limit of Topographic Survey

AutoCAD SHX Text I. Bar (Found)

AutoCAD SHX Text 32"

AutoCAD SHX Text 44"

AutoCAD SHX Text 30"

AutoCAD SHX Text 24"

AutoCAD SHX Text 475.61'

AutoCAD SHX Text N13°31'38"E

AutoCAD SHX Text Approx. Location Of 4" Sanitary Force Main (Location To Be Field Verified)

AutoCAD SHX Text 20' Wide Water & Sewer Easement (Per Deed 2966-384)

AutoCAD SHX Text Electric Wire Fence

AutoCAD SHX Text Old Fence Post

AutoCAD SHX Text Surveyed Property Line

Potential Riffle Areas

Sheets and Views

xLA - Sanitary Sewer Protection Exhibit-1 E&S PLAN

xLA - Sanitary Sewer Protection Exhibit-2 E&S PLAN

xLA - Sanitary Sewer Protection Exhibit-3 E&S PLAN

File details come from the government source that posted it. Updated Apr 13, 2026.