2-02 - Cocalico Creek at Pump Station 18 Drawings.pdf

PDF 12 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 project drawing set for the Cocalico Creek Tributary Stream Restoration at Pump Station 18, a bank stabilization project in Warwick Township, Lancaster County, Pennsylvania, prepared by Landstudies Inc. The project involves restoration of an unnamed tributary to Cocalico Creek over approximately 25.5 station miles along the streambank. The scope of work includes floodplain grading and restoration, baseflow channel construction with log sills and plunge pools, installation of permanent livestock fencing and crossing structures, erosion and sediment control measures, temporary stream bypassing and dewatering systems, and landscape plantings with native vegetation. The drawing set consists of 22 sheets including site maps, existing conditions and demolition plans, grading plans, erosion and sediment control plans, cross-sections, profiles, construction details, and landscape plans. Construction must proceed during low-flow conditions and requires coordination with the existing 4-inch PVC sanitary sewer force main that traverses the site. A pre-construction meeting with all contractors, the municipality, landowners, regulatory officials, and the plan preparer is required at least 7 days prior to commencing earth disturbance activities, with Pennsylvania One Call notification required 3 days before work begins.

The project design emphasizes fluvial system restoration with adaptive management strategies to accommodate dynamic site conditions, including provisions for soil segregation based on suitability for channel features or fill areas. All excavated channel bed materials and streambank gravel are to be salvaged and reused within the proposed baseflow channel, with all backfill within the sanitary sewer easement compacted to 85 percent density. Topsoil must be free of rocks, debris, and foreign material to support diverse vegetative establishment. The construction sequence is strictly prescribed, beginning with installation of temporary livestock fencing and erosion and sediment control measures, proceeding downstream and working progressively upstream. Final grade stabilization must occur within 48 to 72 hours of completion to prevent sediment-laden runoff, with permanent vegetation and erosion control matting applied in accordance with the landscape specifications. The project requires coordination with the Warwick Township Municipal Authority for sanitary sewer line crossings and field marking of the existing 4-inch force main prior to construction, with equipment matting, steel plates, or additional cover potentially required at crossing locations.

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Other files

File	Type	Posted
3-01 - Project Manual - 4-2-26 For Bid - CC.pdf	PDF	Apr 6, 2026
1-03 - 2026-03-03 - Sanitary Sewer Protection Exhibit.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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0' 2000' 4000' 6000'

SCALE: 1" = 2000'

COCALICO CREEK TRIBUTARY STREAM RESTORATION

AT PUMP STATION 18

WARWICK TOWNSHIP, LANCASTER COUNTY, PA

SITE MAP

1" = 300'

LOCATION MAP

1" = 2,000'

PROJECT

LOCATION

CLIENT ADDRESS:

WARWICK TOWNSHIP - BRIAN HARRIS, TWP MANAGER

315 CLAY ROAD

LITITZ, PA 17453

PHONE: (717) 626-8900

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SHEET INDEX

Sheet Number Sheet Title

1 COVER

2 NOTES

3 KEY MAP

4 EXISTING CONDITIONS AND DEMOLITION PLAN

5 EXISTING CONDITIONS AND DEMOLITION PLAN

6 EXISTING CONDITIONS AND DEMOLITION PLAN

7 GRADING PLAN

8 GRADING PLAN

9 GRADING PLAN

10 E&S PLAN

11 E&S PLAN

12 E&S PLAN

13 PROFILE

14 CROSS SECTIONS

15 SANITARY SEWER PROFILE

16 DETAILS

17 E&S DETAILS

18 E&S NOTES

19 LANDSCAPE PLAN

20 LANDSCAPE PLAN

21 LANDSCAPE PLAN

22 LANDSCAPE DETAILS

USGS 7.5 MINUTE QUADRANGLE (CUSTOM EXTENTS) -

LITITZ, EPHRATA, LANCASTER, LEOLA

PROJECT

LOCATION

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DATE:

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REVISIONS

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SURVEY AND GENERAL PLAN NOTES

1. THE PURPOSE OF THIS PLAN IS TO COMPLETE BANK STABILIZATION ALONG A

PORTION OF AN UNNAMED TRIBUTARY TO COCALICO CREEK.

2. LANDSTUDIES INC. ASSUMES NO LIABILITY FOR USE OR REUSE OF THESE PLANS

BY ANY INDIVIDUAL OR ENTITY OTHER THAN LANDSTUDIES' CLIENT.

3. REVISIONS MADE TO THIS PLAN SHALL NOT BE THE RESPONSIBILITY OF

LANDSTUDIES INC. REVISIONS, SUBSTITUTION OF MATERIALS, OR OTHER CHANGES

REQUIRES WRITTEN PERMISSION FROM LANDSTUDIES AND MAY BE SUBJECT TO

GOVERNING BODY APPROVAL. SUCH APPROVAL OF REVISIONS OR FIELD CHANGES

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

4. EXISTING CONDITION SITE FEATURES AND TOPOGRAPHIC SURVEY HAS BEEN

PREPARED BY TRIMBLE SURVEYORS, LLC IN APRIL AND MAY 2023.

5. HORIZONTAL DATUM IS NORTH AMERICAN DATUM 1983 (NAD83) PENNSYLVANIA

STATE PLANE COORDINATES (SOUTH ZONE).

6. SITE BENCHMARK: CAPPED REBAR LOCATED APPROXIMATELY 69' EAST OF THE

EASTERLY CARTWAY EDGE OF PICNIC WOODS ROAD AND THE NORTH SIDE OF THE

UNNAMED TRIBUTARY TO COCALICO CREEK.

a. ELEVATION: 360.41

b. DATUM: NAVD1988

7. THE FOLLOWING UTILITIES ARE KNOWN TO EXIST WITHIN THE VICINITY OF THE

PROJECT AREA:

a. UNDERGROUND SANITARY SEWER FORCE LINE - WARWICK TOWNSHIP

8. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND WERE DETERMINED

FROM VISIBLE LOCATION, PA ONE CALL UTILITY MARKINGS AND AVAILABLE PLAN

INFORMATION. THE LOCATIONS ARE APPROXIMATE AND MUST BE VERIFIED PRIOR TO

ANY CONSTRUCTION, EXCAVATION OR BLASTING. LANDSTUDIES, INC AND TRIMBLE

SURVEYORS LLC ASSUMES NO RESPONSIBILITY FOR ANY DAMAGES INCURRED AS A

RESULT OF THE UTILITIES ADMITTED OR INACCURATELY SHOWN.

9. EXISTING 4" PVC SANITARY SEWER FORCE MAIN LOCATION WAS SURVEYED BY

LANDSTUDIES, INC. ON 04/26/2023 USING GPS RTK SURVEY DURING HYDRO

EXCAVATION OF 5 LOCATIONS ON THE LINE BY WARWICK TOWNSHIP.

10. FLUVIAL SYSTEMS ARE DYNAMIC AND CHANGE OVER TIME. THE EXISTING

CONDITIONS TOPOGRAPHY REPRESENTS THE CONDITIONS AT THE TIME OF THE FIELD

SURVEY. DESIGN MODIFICATIONS MAY BE NECESSARY TO ACCOMMODATE CHANGES

IN THE SITE CONDITIONS AT THE TIME OF CONSTRUCTION. LANDSTUDIES SHALL BE

CONSULTED TO VERIFY THE EXISTING SITE CONDITIONS AND IDENTIFY CONSTRUCTION

MODIFICATIONS THAT MAY BE NECESSARY BASED ON THOSE CONDITIONS.

11. EXISTING FLOODWAY LINES AS SHOWN ON THESE PLANS REPRESENT A 50'

OFFSET FROM THE TOP OF BANK.

12. LANDSTUDIES, INC. COMPLETED A WETLAND ASSESSMENT OF THE SITE,

INCLUDING A FIELD INVESTIGATION ON 3/23/23 THE RESULTS OF THE INVESTIGATION

INDICATE TWO WATER COURSES AND NO WETLANDS IDENTIFIED.

13. PREDOMINANT SOILS WITHIN THE PROJECT AREA ARE:

a. CkA - CLARKSBURG SILT LOAM, 0-5 % SLOPES

b. HaB - HAGERSTOWN SILT LOAM, 3-8% SLOPES

c. HaC - HAGERSTOWN SILTY CLAY LOAM, 8-15% SLOPES

11. SOILS INFORMATION WAS OBTAINED FROM THE USDA NRCS'S WEB SOIL SURVEY.

CONTRACTOR NOTES

1. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES,

INCLUDING CLEARNING AND GRUBBING, THE OWNER AND/OR OPERATOR SHALL INVITE

ALL CONTRACTORS, THE MUNICIPALITY, THE LANDOWNER, APPROPRIATE DEP & ACOE

OFFICIALS, THE E&S PLAN PREPARER, AND A REPRESENTATIVE FROM THE LOCAL

CONSERVATION DISTRICT TO AN ON-SITE PRE-CONSTRUCTION MEETING.

2. 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. CONTRACTOR SHALL CALL PA ONE-CALL 3 DAYS PRIOR TO

THE START OF CONSTRUCTION.

3. CONTRACTOR SHALL COORDINATE WITH THE MUNICIPALITY TO FIELD MARK THE

EXISTING 4" SANITARY SEWER LINE AND EASEMENT PRIOR TO CONSTRUCTION.

EQUIPMENT

4. CONTRACTOR SHALL COORDINATE WITH THE SEWER AUTHORITY FOR ALL

SEWER LINE CROSSINGS. MATTS, STEEL PLATES AND/OR ADDITIONAL COVER MAY BE

REQUIRED.

5. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE

MUNICIPALITY AND COMPLY WITH ALL REQUESTS AND DIRECTIVES INCLUDING

CORRECTING DEFECTIVE WORK AS REQUIRED TO OBTAIN FINAL APPROVAL OF THE

WORK AND CLOSING OUT THE PROJECT.

6. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE AND FEDERAL REGULATIONS

AND SPECIFICATIONS INCLUDING SAFETY STANDARDS AND ANY APPLICABLE GRANT

REQUIREMENTS SHOULD THE PROJECT BE FUNDED BY ANY GRANTS.

7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS,

METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SAFETY PRECAUTIONS AND/OR

PROGRAMS.

8. WORK WITHIN A DOT RIGHT-OF-WAY SHALL REQUIRE DOT APPROVAL AND SHALL

BE CONSTRUCTED TO DOT STANDARDS.

9. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY WITH THE

MUNICIPALITY IF CONSTRUCTION IMPROVEMENTS SHALL BE SUBJECT TO MUNICIPAL

IMPROVEMENT CONSTRUCTION MANUAL AND ADHERE TO THE CURRENT STANDARDS

IN EFFECT.

10. PRODUCTS SPECIFIED ON THESE PLANS SHALL BE INSTALLED IN ACCORDANCE

WITH MANUFACTURERS RECOMMENDATIONS/SPECIFICATIONS UNLESS INDICATED

OTHERWISE.

11. CONSTRUCTION OF ALL IMPROVEMENTS SHALL BE BASED ON ACTUAL FIELD

STAKING BY A REGISTERED SURVEYOR, UNLESS APPROVED OTHERWISE. THE

CONTRACTOR SHALL NOT DEVIATE FROM THE GEOMETRY OR DIMENSIONS INDICATED

ON THE PLANS WITHOUT PRIOR APPROVAL FROM LANDSTUDIES.

12. CONTRACTOR SHALL INSPECT THE SITE TO VERIFY THE EXISTING CONDITIONS,

DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL

VERIFY LAYOUT AND DIMENSIONS ON SITE PRIOR TO CONSTRUCTION. ANY

DISCREPANCIES REGARDING EXISTING CONDITIONS OR PROPOSED LAYOUT SHALL BE

REPORTED TO LANDSTUDIES, INC. PRIOR TO CONSTRUCTION.

13. THE CONTRACTOR SHALL NOT CONSIDER DEMOLITION NOTES OR PLAN

MARKINGS TO BE ALL-INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBILITY TO

ASSESS THE SITE AND PERFORM THE DEMOLITION AS REQUIRED TO PERFORM THE

WORK/NEW CONSTRUCTION.

14. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO LOCATE AND

PROTECT THE EXISTING UTILITIES WITHIN THE PROJECT AREA WHILE MAINTAINING

UNINTERRUPTED SERVICE. CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES AND

COORDINATE APPROPRIATE RELOCATION EFFORTS (AS MAY BE NECESSARY) WITH

RESPECTIVE UTILITY COMPANIES. DAMAGE TO ANY UTILITY SHALL BE REPAIRED OR

REPLACED TO THE SATISFACTION OF THE OWNER OF THE UTILITY COMPANY OR

AUTHORITY, AT THE CONTRACTOR'S EXPENSE.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY PERMITS FROM

THE MUNICIPALITY RELATIVE TO THE CONSTRUCTION PROPOSED ON THIS PLAN THAT

HAVE NOT PREVIOUSLY BEEN OBTAINED.

16. CONTRACTOR SHALL ENSURE THAT GRADING PLAN IS IMPLEMENTED

CORRECTLY AND THAT PROPER DRAINAGE IS PROVIDED DURING CONSTRUCTION

OPERATIONS.

17. THE CONTRACTOR IS RESPONSIBLE TO VERIFY EARTHWORK QUANTITIES

INCLUDING APPROPRIATE SOIL MATERIALS TO SATISFY THE CONSTRUCTION

REQUIREMENTS PRIOR TO THE START OF CONSTRUCTION.

18. TOPSOIL MUST BE FREE OF ROCKS, LARGE DEBRIS, WOODY OR VEGETATED

MATERIAL, FROZEN PARTICLES OR OTHER FOREIGN OR OBJECTIONABLE MATERIAL

THAT WOULD INHIBIT VEGETATIVE ESTABLISHMENT OR GROWTH. TOPSOIL MUST BE

SUITABLE TO SUPPORT A DIVERSE AND HEALTHY VEGETATIVE COVER AND PLANTINGS

AS REQUIRED BY THE PROJECT SCOPE.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, TRENCH

BARRICADES/COVERINGS, SHEETING AND SHORING AS NECESSARY TO COMPLETE THE

WORK.

20. CONTRACTOR SHALL PROVIDE DUST CONTROL TO AVOID NUISANCE TO

SURROUNDING PROPERTY OWNERS, AND AS REQUIRED BY LOCAL AUTHORITIES.

MAINTAIN ROADWAYS FREE OF DUST BUILD-UP BY MECHANICAL MEANS OR OTHER

APPROVED METHODS. FURNISH AND APPLY CLEAN WATER OR CALCIUM CHLORIDE

FOR THE PURPOSE OF ALLAYING DUST CONDITIONS AS REQUIRED.

21. SAW CUTTING OF PAVEMENT, IF REQUIRED, JOINTS SHALL BE STRAIGHT, NEAT

AND CLEAN.

22. FAILURE TO SPECIFICALLY IDENTIFY ANY WORK WHICH WOULD NORMALLY BE

REQUIRED TO COMPLETE THE PROJECT SHALL NOT RELIEVE THE CONTRACTOR OF

RESPONSIBILITY TO PERFORM SUCH WORK.

23. N.I.C. ABBREVIATION STANDS FOR "NOT IN CONTRACT" AND IS WORK NOT

REQUIRED BY THE CONTRACTOR(S).

24. CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING PLANT MATERIAL

UNLESS INDICATED OTHERWISE.

25. EXCAVATED MATERIAL FROM THE STREAMBANK GRADING WILL BE USED IN

AREAS REQUIRING FILL AS SHOWN ON THE PLAN.

26. ALL BACKFILL WITHIN THE SANITARY SEWER EASEMENT SHALL BE COMPACTED

TO 85 PERCENT DENSITY

27. EXCAVATED MATERIAL TO BE USED AS BACKFILL IS DEFINED AS ON SITE

EXCAVATED SOIL OR SOIL-ROCK MIXTURE FREE OF STONES, ORGANIC MATERIAL AND

OTHER DEBRIS GREATER THAN 6" IN DIAMETER.

28. CONTRACTOR SHALL SALVAGE CHANNEL BED MATERIALS (GRAVELS) FROM THE

EXISTING CHANNEL TO BE INSTALLED IN THE PROPOSED BASEFLOW CHANNEL. IF

INSUFFICIENT MATERIAL EXISTS, FURNISH MATERIAL MATCHING THE GRADATION OF

EXISTING BED MATERIAL. ALL FURNISHED MATERIAL SHALL BE SUBJECT TO THE

APPROVAL OF THE ENGINEER.

FLOODPLAIN RESTORATION NOTES

1. FLUVIAL SYSTEMS ARE DYNAMIC IN NATURE AND, AS SUCH, REQUIRE DYNAMIC

IMPLEMENTATION APPROACHES TO ACHIEVE OPTIMAL RESTORATION CONDITIONS.

THE CONTRACTOR PERFORMING THE WORK SHALL HAVE RELATIVE EXPERIENCE

WORKING WITH FLUVIAL SYSTEMS ON STREAM AND FLOODPLAIN RESTORATIONS. THE

CONTRACTOR SHALL UNDERSTAND THAT VARIATIONS OF SOILS AND GROUNDWATER

ELEVATION MAY IMPACT SITE AND SOIL CONDITIONS AND SHALL COORDINATE WITH

THE PLAN PREPARER TO IMPLEMENT ADAPTIVE MANAGEMENT STRATEGIES TO

HANDLE SITE SPECIFIC CONDITIONS ARISING DURING CONSTRUCTION OR WHICH HAVE

CHANGED SINCE THE INITIAL ASSESSMENT AND DATA COLLECTION UPON WHICH THE

DESIGN IS BASED.

2. MINIMIZING COMPACTION TO THE PROPOSED FLOODPLAIN FOOTPRINT IS A KEY

TENET OF CONSTRUCTION INTENDED TO MAINTAIN THE INTEGRITY OF THE

RESTORATION. FOR THIS REASON, ALL EXCAVATION WITHIN 18” VERTICALLY OF THE

PROPOSED FLOODPLAIN FOOTPRINT SHALL BE CONDUCTED WITH A TRACKHOE

WORKING BACKWARDS OFF THE FOOTPRINT TO ACHIEVE FINAL GRADE. PROPOSED

CHANNELS, HABITAT DEPRESSIONS, LOG SILLS, WOODY DEBRIS AND OTHER

FLOODPLAIN FEATURES SHALL BE CONSTRUCTED IN A SIMILAR MANNER IN

CONCURRENCE WITH THE FLOODPLAIN GRADING AND UNDER DIRECT SUPERVISION OF

THE PLAN PREPARER. IF CONSTRUCTION TRAFFIC ON THE FLOODPLAIN FOOTPRINT IS

NECESSARY TO ACCOMMODATE PORTIONS OF CONSTRUCTION, TRAFFIC SHALL BE

LIMITED TO ONE PASS AND EQUIPMENT SHALL BE APPROVED IN ADVANCE BY, AND

SUBJECT TO OVERSIGHT OF, THE PLAN PREPARER.

3. IT IS ANTICIPATED THAT DIVERSE SOIL TYPES & SUBSURFACE MATERIALS WILL

BE ENCOUNTERED DURING CONSTRUCTION. AT THE DIRECTION OF THE PLAN

PREPARER, THE CONTRACTOR SHALL SEGREGATE MATERIALS BASED ON OVERALL

SCOPE OF WORK AND UTILIZE SOIL TYPES BASED ON MOST SUITABLE APPLICATIONS.

(I.E. GRAVEL FOR CHANNEL FEATURES; SUITABLE GROWING MEDIUM AT PROPOSED

GRADE).

4. TO THE EXTENT PRACTICAL, WORK SHALL BE PERFORMED DURING LOW-FLOW

CONDITIONS, AVOIDING PERIODS DURING OR IMMEDIATELY FOLLOWING HEAVY

PRECIPITATION.

5. TO THE EXTENT PRACTICAL, NATIVE VEGETATION (FORBS, GRASSES, TREES AND

SHRUBS) SHALL BE PRESERVED. NATIVE TREES AND SHRUBS SHALL BE WORKED

AROUND AND/OR TRANSPLANTED IF SITE CONDITIONS PERMIT OR GRADING REVISIONS

WILL BE WITHIN AN ACCEPTABLE TOLERANCE. THE PLAN PREPARER SHALL FIELD

VERIFY.

6. ONCE FINAL GRADE HAS BEEN ACHIEVED, STABILIZATION SHOULD OCCUR

WITHIN 72 HOURS IF CONDITIONS WOULD OTHERWISE RESULT IN SEDIMENT-LADEN

RUNOFF LEAVING THE SITE. EXCEPTIONS INCLUDE TIE-INS TO THE EXISTING CHANNEL

WHERE FLOW IS BEING MAINTAINED OR WHEN RAIN IS FORECASTED. IN THESE

INSTANCES, STABILIZATION MUST OCCUR THE SAME DAY IF CONDITIONS WOULD

OTHERWISE RESULT IN SEDIMENT-LADEN RUNOFF LEAVING THE SITE.

7. PRIOR TO ANY DISTURBANCE IN AREAS THAT WOULD OTHERWISE BE EXPOSED

TO ACTIVE FLOW, FLOW SHALL BE DIVERTED THROUGH IMPLEMENTATION OF A

TEMPORARY PUMP-AROUND BYPASS OR DIVERSION BERM AND BYPASS CHANNEL IN

ACCORDANCE WITH THE PLANS. THOUGH IT MAY BE NECESSARY DURING

INSTALLATION OF BYPASS SYSTEMS OR IN OTHER LIMITED CIRCUMSTANCES, THE

CONTRACTOR SHALL MINIMIZE VEHICLE TRAFFIC IN ACTIVE FLOWS. CONSTRUCTION

ACTIVITIES OUTSIDE OF THE ACTIVE FLOW MAY BE CONDUCTED WITHOUT USE OF A

BYPASS SYSTEM IF THE ACTIVITIES ARE CONDUCTED PRIOR TO FINAL CONNECTION

WITH ACTIVE STREAM FLOW. ADDITIONAL LOCALIZED PUMPING MAY BE UTILIZED TO

DE-WATER IN THE IMMEDIATE VICINITY OF WHERE WORK IS BEING DONE. ALTERNATIVE

SOLUTIONS SHALL BE APPROVED BY THE PLAN PREPARER. BYPASS PUMP SHALL

PROVIDE CAPACITY TO SUFFICIENTLY CONVEY FLOWS AT THE TIME OF

CONSTRUCTION. MULTIPLE PUMPS MAY BE USED IF NECESSARY. AS THE REACHES

ARE DEWATERED, FISHES WITHIN THE DEWATERED AREA SHALL BE CAPTURED

UTILIZING A SEINE OR OTHER NET, PLACED IN BUCKETS WITH WATER, AND

IMMEDIATELY RELOCATED TO ACTIVE CHANNEL FLOWS OUTSIDE OF THE WORK AREA.

8. THE SIZE, LOCATION AND ORIENTATION OF PROPOSED CHANNELS, HABITAT

DEPRESSIONS, ROOT WADS, WOODY DEBRIS AND OTHER FLOODPLAIN FEATURES ARE

APPROXIMATE AND FINAL LOCATION AND ORIENTATION MAY BE MODIFIED BY THE PLAN

PREPARER BASED ON SITE CONDITIONS FOUND DURING CONSTRUCTION. ROOT WADS

AND WOODY DEBRIS WILL BE LIMITED TO THE AVAILABILITY OF MATERIAL REMOVED

FROM THE PROJECT SITE.

9. EXISTING TILE DRAINS ARE KNOWN TO EXIST WITHIN THE RESTORATION

FOOTPRINT. THE EXACT LOCATION OF THESE DRAINS ARE UNKNOWN. ANY TILE DRAINS

EXPOSED DURING EXCAVATION ARE TO BE CUT FLUSH TO FINAL GRADE. CONTRACTOR

IS RESPONSIBLE FOR APPROPRIATE HANDLING AND DISPOSAL OF EXPOSED TILE

DRAINS.

COLUMBIA GAS TRANSMISSION DOWNGTON

001- CLEAR. NO FACILITIES OR FACILITIES NOT

INVOLVED BASED ON

TICKET INFORMATION.

PENCOR SERVICES/BLUE RIDGE COMMUNICATION

001- CLEAR. NO FACILITIES OR FACILITIES NOT

INVOLVED BASED ON

TICKET INFORMATION.

PPL ELECTRIC UTILITIES CORPORATION

001- CLEAR. NO FACILITIES OR FACILITIES NOT

INVOLVED BASED ON

TICKET INFORMATION.

UGI UTILITIES INC

001- CLEAR. NO FACILITIES OR FACILITIES NOT

INVOLVED BASED ON

TICKET INFORMATION.

WARWICK TOWNSHIP LANCASTER COUNTY

001- CLEAR. NO FACILITIES OR FACILITIES NOT

INVOLVED BASED ON

TICKET INFORMATION.

WARWICK TOWNSHIP MUNICIPAL AUTHORITY

003- FIELD MARKED.

UTILITY RESPONSES:

ACT NO. 287/181:

COLUMBIA GAS TRANSMISSION ELLWOOD

1470 POORHOUSE ROAD

DOWNINGTOWN, PA. 19335

TYLER CALDWELL

tyler_caldwell@tcenergy.com 610-458-0188

CENTURY LINK

1025 ELDORADO BLVD

BROOMFIELD, CO. 80021

CENTURY LINK OPERATOR PERSONNEL

RELOCATIONS@LUMEN.COM

877-366-8344 EXT. 3

PPL ELECTRIC UTILITIES CORPORATION

437 BLUE CHURCH RD

PAXINOS, PA. 17860

DOUG HAUPT

dlhaupt@pplweb.com 610-297-2461

PENCOR SERVICES/BLUE RIDGE COMMUNICATION

475 DELAWARE AVE

PALMERTON, PA. 18071

JOE BUCCIERI

jbuccieri@brctv.com 610-826-9504

UGI UTILITIES INC

1301 AIP DR

MIDDLETOWN, PA. 17057

STEPHEN BATEMAN

sbateman@ugi.com 610-807-3174

WARWICK TOWNSHIP

315 CLAY RD

PO BOX 308

LITITZ, PA. 17543

JASON MINNICH

jminnich@warwicktownship.org 717-626-8900

WARWICK TOWNSHIP MUNICIPAL AUTHORITY

315 CLAY RD

PO BOX 336

LITITZ, PA. 17543

JON BUNCH

JBUNCH@WARWICKTOWNSHIP.ORG

717-627-2379

UTILITY LIST:

SOURCE OF TITLE :

Account No. 600-76114-0-0000 Document ID 6128927

SPB J-219-3

G. Anthony & Luann H. Zimmerman 33 Picnic Woods Road Lititz, PA 17543

OWNER :

SOURCE OF TITLE :

Account No. 600-02504-0-0000 Deed 3974-72

Aaron H. Reiff 1739 Old Rothsville Road Lititz, PA 17543

OWNER :

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-S S

EX-SS

TOP PIPE (4IN PVC)

370.59

TOP PIPE (4IN PVC)

355.41

TOP PIPE (4IN PVC)

352.95

TOP PIPE (4IN PVC)

346.44

TOP PIPE (4IN PVC)

341.91

TOP PIPE (4IN PVC)

339.25

TOP PIPE (4IN PVC)

336.76

TOP PIPE (4IN PVC)

334.85

TOP PIPE (4IN PVC)

357.03

Unnamed Tributary to Cocalico Creek (WWF)

FW FW

Unnamed Tributary to Cocalico Creek (WWF)

HaB

CkA

HbC

HaB

CkA

HbC

BdC

HaB

CkA

352353354

352353

371372

332333334336

337338

360365

35936

2363364

368369 371372373374 378379 386387388

LOD

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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

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

Area = 81.8± Acres

Luke N. & Mary S. ZimmermanDeed 3364-4444Tax Acct 600-42860-0-0000 263 Meadow Valley Road

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

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

EX-SS EX-SS

LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING PARCEL LINE

EXISTING STREAM CENTERLINE

FLOODWAY (50' FROM TOP OF BANK)

EXISTING SANITARY SEWER LINE

EXISTING FENCE

LIMIT OF DISTURBANCE

EXISTING TREE

EXISTING TREELINE

X X

FWFW

LOD LOD

SCALE:

DATE:

CHECKED BY:

DRAWN BY:

PROJECT NUMBER:

SHEET NUMBER:

REVISIONS

NO. DATE DESCRIPTION

P R

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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

1 2024-02-01 DEP & LCCD CMNTS

0' 100' 200' 300'

SCALE: 1" = 100'

K E

Y M

A P

P-1849.1-23

CR, BE

2023-10-31

OF 22

1" = 100'

SHEETS 4,7,10,19

SHEETS 5,8,11,20

SHEETS 6,9,12,21

C O

C A

O C

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AutoCAD SHX Text

PPL 41973 S30315

AutoCAD SHX Text

PPL 41910 S30347

AutoCAD SHX Text

ATTCH 41941 S30340

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 FES Inv=367.26

AutoCAD SHX Text

24" SLCPP

AutoCAD SHX Text

24" SLCPP

AutoCAD SHX Text Rip-Rap

AutoCAD SHX Text Field Line

AutoCAD SHX Text 12"

AutoCAD SHX Text 36"

AutoCAD SHX Text 18"

AutoCAD SHX Text 12"

AutoCAD SHX Text 15"

AutoCAD SHX Text 18"

AutoCAD SHX Text 15"

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

PPL 41973 S30315

AutoCAD SHX Text PPL Tower

AutoCAD SHX Text Stacked Railroad Ties

AutoCAD SHX Text Inv=367.65

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text Bush

AutoCAD SHX Text Pump Station

AutoCAD SHX Text Gate

AutoCAD SHX Text Manhole Rim=370.55 Inv=357.75

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

AutoCAD SHX Text Field Line

AutoCAD SHX Text Electric Wire Fence

AutoCAD SHX Text Rip-Rap

AutoCAD SHX Text

ROCK

AutoCAD SHX Text Limit of Topographic Survey

AutoCAD SHX Text 100' Wide Pennsylvania Power & Light Company Right-Of-Way (Per Deed B-54-579)

AutoCAD SHX Text 100' Wide Pennsylvania Power & Light Company Right-Of-Way Per Deed O-30-26

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 36"

AutoCAD SHX Text 32"

AutoCAD SHX Text 44"

AutoCAD SHX Text 30"

AutoCAD SHX Text 24"

AutoCAD SHX Text Old Fence Post

AutoCAD SHX Text S10°47'17"W

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 2967-258

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

AutoCAD SHX Text Brush/Trees

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

ROCK

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 Manhole

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

AutoCAD SHX Text Utility Pole

AutoCAD SHX Text PPL Stake

AutoCAD SHX Text Surveyed Property Line

AutoCAD SHX Text Field Line

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

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

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'

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X -S

S E

X -S

EX-SS

TOP PIPE (4IN PVC)

355.41

TOP PIPE (4IN PVC)

352.95

TOP PIPE (4IN PVC)

357.03

Unnamed Tributary to Cocalico Creek (WWF)

HaB

CkA

HbC

CkA

360365

35936

2363364

5 36

0+00

1+00

2+00

3+00

4+00

5+00

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8+00

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LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING PARCEL LINE

EXISTING STREAM CENTERLINE

EXISTING SOIL BOUNDARY

FLOODWAY (50' FROM TOP OF BANK)

EXISTING SANITARY SEWER LINE

EXISTING FENCE

EXISTING FENCE TO BE REMOVED

LIMIT OF DISTURBANCE

EXISTING TREE

EXISTING TREE TO BE REMOVED

EXISTING TREELINE

EXISTING TREELINE TO BE REMOVED

X X

FWFW

LOD LOD

X X

X X X X X

X X

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

1 2024-02-01 DEP & LCCD CMNTS

0' 30' 60' 90'

SCALE: 1" = 30'

E X

N G

C O

N D

N S

A N

D D

E M

N P

P-1849.1-23

CR, BE

2023-10-31

OF 22

1" = 30'

C O

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T R

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A M

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(TBR)

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EXISTING SANITARY SEWER PROFILE ALIGNMENTP-2

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

ROCK

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 Brush/Trees

AutoCAD SHX Text

ROCK

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

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

EX-SS

TOP PIPE (4IN PVC)

346.44

TOP PIPE (4IN PVC)

341.91

FW FW

Unnamed Tributary to Cocalico Creek (WWF)

HbC

CkA HaB

CkA

8+00

9+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

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LOD LOD LOD LOD LOD LOD LOD LOD

LOD

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LOD

SHEET 4

SHEET 6

X X

EX-SS EX-SS

LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING PARCEL LINE

EXISTING STREAM CENTERLINE

EXISTING SOIL BOUNDARY

FLOODWAY (50' FROM TOP OF BANK)

EXISTING SANITARY SEWER LINE

EXISTING FENCE

EXISTING FENCE TO BE REMOVED

LIMIT OF DISTURBANCE

EXISTING TREE

EXISTING TREE TO BE REMOVED

EXISTING TREELINE

EXISTING TREELINE TO BE REMOVED

X X

FWFW

LOD LOD

X X

X X X X X

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CkA

SCALE:

DATE:

CHECKED BY:

DRAWN BY:

PROJECT NUMBER:

SHEET NUMBER:

REVISIONS

NO. DATE DESCRIPTION

P R

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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

1 2024-02-01 DEP & LCCD CMNTS

0' 30' 60' 90'

SCALE: 1" = 30'

E X

N G

C O

N D

N S

A N

D D

E M

N P

P-1849.1-23

CR, BE

2023-10-31

OF 22

1" = 30'

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

W N

S H

Y R

O A

, P A

(TBR)

EXISTING FENCE TO BE

REMOVED

A T

P U

M P

N R

O A

EXISTING SANITARY SEWER PROFILE ALIGNMENTP-2

AutoCAD SHX Text Field Line

AutoCAD SHX Text Electric Wire Fence

AutoCAD SHX Text

ROCK

AutoCAD SHX Text 30"

AutoCAD SHX Text 24"

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

AutoCAD SHX Text Brush/Trees

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

XXXXXXXXXXXXXXXXX

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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

EX-SS

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

16+00

17+00

18+00

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21+00

22+00

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24+00 24+24

LOD

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LODLODLODLOD

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X X

EX-SS EX-SS

LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING PARCEL LINE

EXISTING STREAM CENTERLINE

EXISTING SOIL BOUNDARY

FLOODWAY (50' FROM TOP OF BANK)

EXISTING SANITARY SEWER LINE

EXISTING FENCE

EXISTING FENCE TO BE REMOVED

LIMIT OF DISTURBANCE

EXISTING TREE

EXISTING TREE TO BE REMOVED

EXISTING TREELINE

EXISTING TREELINE TO BE REMOVED

X X

FWFW

LOD LOD

X X

X X X X X

X X

CkA

SCALE:

DATE:

CHECKED BY:

DRAWN BY:

PROJECT NUMBER:

SHEET NUMBER:

REVISIONS

NO. DATE DESCRIPTION

P R

C T:

S H

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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

1 2024-02-01 DEP & LCCD CMNTS

0' 30' 60' 90'

SCALE: 1" = 30'

E X

N G

C O

N D

N S

A N

D D

E M

N P

P-1849.1-23

CR, BE

2023-10-31

OF 22

1" = 30'

C O

C A

O C

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E K

T R

Y S

A M

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R A

W A

R W

T O

W N

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Y R

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, P A

(TBR)

EXISTING FENCE TO BE

REMOVED WITHIN LOD

A T

P U

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N R

O A

EXISTING SANITARY SEWER PROFILE ALIGNMENTP-2

AutoCAD SHX Text 12"

AutoCAD SHX Text 36"

AutoCAD SHX Text 18"

AutoCAD SHX Text 12"

AutoCAD SHX Text 15"

AutoCAD SHX Text 18"

AutoCAD SHX Text 15"

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 Rip-Rap

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

ROCK

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

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

O O

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EX-SS

TOP PIPE (4IN PVC)

355.41

TOP PIPE (4IN PVC)

352.95

TOP PIPE (4IN PVC)

357.03

Unnamed Tributary to Cocalico Creek (WWF)

HaB

CkA

HbC

CkA

360365

35936

2363364

5 36

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

CROSS SECTION 2+77XS-1

CROSS SECTION 06+00XS-2

CROSS SECTION 09+00XS-3

0+00

1+00

2+00

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5+00

6+00

7+00

8+00

LOD

LODLODLODLODLOD

LOD

LODLODLODLOD

LOD LOD

LOD

MATCHLINE - SHEET 8

LS LS LS

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

PROPOSED LIVESTOCK GATE

PROPOSED LIVESTOCK CROSSING

PROPOSED LOG SILL

X X

FWFW

LOD LOD

EX-SS EX-SS

CkA

SCALE:

DATE:

CHECKED BY:

DRAWN BY:

PROJECT NUMBER:

SHEET NUMBER:

REVISIONS

NO. DATE DESCRIPTION

P R

C T:

S H

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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

1 2024-02-01 DEP & LCCD CMNTS

0' 30' 60' 90'

SCALE: 1" = 30'

G R

A D

P-1849.1-23

CR, BE

2023-10-31

OF 22

1" = 30'

PROPOSED FLOODPLAIN PROFILE ALIGNMENTP-1

PP-1

PLUNGE POOLD-9

BASEFLOW CHANNELD-1

(TYP.)

LOG SILLD-5

EXISTING SANITARY SEWER PROFILE ALIGNMENTP-2

C O

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DURING FLOODPLAIN EXCAVATION, PROPOSED

BASEFLOW CHANNEL TO BE STABILIZED WITH

HARVESTED GRAVEL MATERIAL AS FROM EXISTING

CHANNEL BED.

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 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

EX-SS

TOP PIPE (4IN PVC)

346.44

TOP PIPE (4IN PVC)

341.91

FW FW

Unnamed Tributary to Cocalico Creek (WWF)

HbC

CkA HaB

CkA

9+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

CROSS SECTION 09+00XS-3

CROSS SECTION 12+00XS-4

CROSS SECTION 15+50XS-5

CROSS SECTION17+70XS-6

8+00

9+00

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11+00

12+00

13+00

14+00

15+00

16+00

17+00

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD LOD

LOD

MATCHLINE - SHEET 7

MATCHLINE - SHEET 9

LS LS LS

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

PROPOSED LIVESTOCK GATE

PROPOSED LIVESTOCK CROSSING

PROPOSED LOG SILL

X X

FWFW

LOD LOD

EX-SS EX-SS

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

1 2024-02-01 DEP & LCCD CMNTS

0' 30' 60' 90'

SCALE: 1" = 30'

G R

A D

P-1849.1-23

CR, BE

2023-10-31

OF 22

1" = 30'

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

W N

S H

Y R

O A

, P A

PROPOSED FLOODPLAIN PROFILE ALIGNMENTP-1

BASEFLOW CHANNELD-1

(TYP.)

LOG SILLD-5

PP-2

PLUNGE POOLD-9

EXISTING SANITARY SEWER PROFILE ALIGNMENTP-2

A T

P U

M P

N R

O A

DURING FLOODPLAIN EXCAVATION,

PROPOSED BASEFLOW CHANNEL TO BE

STABILIZED WITH HARVESTED GRAVEL

MATERIAL AS FROM EXISTING CHANNEL BED.

AutoCAD SHX Text Field Line

AutoCAD SHX Text Electric Wire Fence

AutoCAD SHX Text 30"

AutoCAD SHX Text 24"

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

-R

O W

-R

O W

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O W

-R

O W

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O W

-R

O W

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O W

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

EX-SS

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

X X

333334

17+00

18+00

19+00

20+00

21+00

22+00

23+00

24+00

25+00 26+00

CROSS SECTION17+70XS-6

CROSS SECTION 19+50

XS-7

CROSS SECTION 20+50XS-8

CROSS SECTION 23+50XS-9

CROSS SECTION 25+24XS-10

1+ 000+

16+00

17+00

18+00

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22+00

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24+00 24+24

LOD

LOD LOD LOD LOD

LOD LOD LOD LOD LOD

LOD

LOD LOD LOD

LOD

LODLODLODLOD

LOD

MATCHLINE - SHEET 8

LS LS LS

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

PROPOSED LIVESTOCK GATE

PROPOSED LIVESTOCK CROSSING

PROPOSED LOG SILL

X X

FWFW

LOD LOD

EX-SS EX-SS

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

1 2024-02-01 DEP & LCCD CMNTS

0' 30' 60' 90'

SCALE: 1" = 30'

G R

A D

P-1849.1-23

CR, BE

2023-10-31

OF 22

1" = 30'

(GP6-1)

LIVESTOCK CROSSINGD-3

(TYP)

LIVESTOCK FENCINGD-2

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

W N

S H

Y R

O A

, P A

PROPOSED FLOODPLAIN PROFILE ALIGNMENTP-1

BASEFLOW CHANNELD-1

(TYP.)

LOG SILLD-5

PP-2

PLUNGE POOLD-9

(TYP.)

LIVESTOCK GATED-4

PP-3

PLUNGE POOLD-9

EXISTING SANITARY SEWER PROFILE ALIGNMENTP-2

A T

P U

M P

N R

O A

NO CONSTRUCTION TRAFFIC SHALL BE

ALLOWED ON TOP OF EXISTING 40"

METAL PIPE

NOTE:

SEE E&S PLAN FOR TEMPORARY

LIVESTOCK FENCE LOCATION.

DURING FLOODPLAIN EXCAVATION, PROPOSED

BASEFLOW CHANNEL TO BE STABILIZED WITH

HARVESTED GRAVEL MATERIAL AS FROM

EXISTING CHANNEL BED.

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 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

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

O O

(T -6

O E

E X

-R O

W E

X -R

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E X

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W E

X -R

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W E

X -R

O W

EX-SS EX-SS EX-SS EX-SS

E X

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E X

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E X

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E X

-S S

EX-SS EX-SS

E X

-S S

E X

-S S

E X

-S S

E X

-S S

69'

-S

S E

X -S

S E

X -S

S E

X -S

EX-SS

TOP PIPE (4IN PVC)

355.41

TOP PIPE (4IN PVC)

352.95

TOP PIPE (4IN PVC)

357.03

Unnamed Tributary to Cocalico Creek (WWF)

HaB

CkA

HbC

CkA

360365

35936

2363364

5 36

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

LOD

LODLODLODLODLOD

LOD

LODLODLODLOD

LOD LOD

LOD

FS12

MATCHLINE - SHEET 11

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

1 2024-02-01 DEP & LCCD CMNTS

0' 30' 60' 90'

SCALE: 1" = 30'

S P

P-1849.1-23

CR,BE

2023-10-31

OF 22

1" = 30'

ROCK CONSTRUCTION ENTRANCEE-6

TEMPORARY STOCKPILE AREA

TEMPORARY PUMP AROUND BYPASS SYSTEME-2

SANDBAG DIVERSION DAM OR COFFER DAME-7

EROSION CONTROL MATTINGE-3

COMPOST FILTER SOCKE-5

STAGING AREA

TEMPORARY STREAM CROSSINGE-1

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

W N

S H

Y R

O A

, P A

A T

P U

M P

N R

O A

FILL PILE

PP-1

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.

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

EX-SS

TOP PIPE (4IN PVC)

346.44

TOP PIPE (4IN PVC)

341.91

FW FW

Unnamed Tributary to Cocalico Creek (WWF)

HbC

CkA HaB

CkA

9+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

8+00

9+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD LOD

LOD

MATCHLINE - SHEET 10

MATCHLINE - SHEET 12

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…

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