S01 Attachment 3- Construction Drawings.pdf

PDF 6 MB Posted Jul 27, 2023

Attached to: Leisure Property Wetland Restoration, Lebanon County, PA
Solicitation number: 12FPC323Q0071
Issued by: Department of Agriculture Under Secretary for Farm Production and Conservation

About this file

Written by GovTribe AI · Dec 21, 2023

This set of construction drawings and specifications is for a wetland restoration project on private property in Lebanon County, Pennsylvania. The project involves installing seven shallow excavation areas known as potholes, constructing habitat mounds, and planting trees and shrubs to improve wildlife habitat. Work will include installing erosion and sediment controls, excavating the potholes and spoil areas, reestablishing topsoil and seeding, and implementing a maintenance plan. The Natural Resources Conservation Service will oversee the project to be undertaken by a contractor and funded by the Department of Agriculture under Solicitation 12FPC323Q0071. The bid due date is not provided. The construction drawings contain multiple site plans, erosion control plans, profiles, sections, and details necessary to implement the wetland restoration as designed.

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Other files

File	Type	Posted
Amendment 01 - 12FPC323Q0071.pdf	PDF	Aug 16, 2023
Attachment 6 Leisure WRE-Detail Sheet 4 - REVISION 1.pdf	PDF	Aug 16, 2023
Attachment 8 Questions and Answers.pdf	PDF	Aug 16, 2023
Attachment 7 Leisure Job Sheet Portfolio - Revised 8.15.2023.pdf	PDF	Aug 16, 2023
Attachment 6 Leisure WRE-COVER SHEET - REVISION 1.pdf	PDF	Aug 16, 2023
S01 Attachment 1 Statement_of_Work - Revised 8.15.2023.pdf	PDF	Aug 16, 2023
S01 12FPC323Q0071 Leisure Property Solicitation.pdf	PDF	Jul 27, 2023
S01 Attachment 5- Job Sheets.pdf	PDF	Jul 27, 2023
S01 Attachment 4 - Davis-Bacon Act WD PA20230006.pdf	PDF	Jul 27, 2023
S01 Attachment 1 Statement of Work.pdf	PDF	Jul 27, 2023
S01 Attachement 2- Construction Specifications.pdf	PDF	Jul 27, 2023

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This project involves the installation of seven potholes (shallow excavation). Listed below are "additional Conditions" for this specific design which are used to supplement the Construction Specifcation(s) included in this design.

1. This project includes:

a. Installing E&S controls prior to excavation.

b. Stripping topsoil from 7 proposed potholes and spoil area

c. Construction of potholes and spoil placement as per requirements specified in this design

d. Install ditch plugs in existing drainage channel.

e. Reestablishing topsoil and seeding.

f. Applying wildlife habitat Seeding, placing downed trees and planting trees & shrubs.

2. All Federal, State, and Local Laws. Rules and Regulations governing the construction of this project shall be strictly followed.

3. It is the contractor's responsibility to complete the ONE CALL, as per PA. Act 38 (1991), a minimum of 5 days prior to the start of construction.

4. Contractor shall contact NRCS 1 week prior to commencing work and to schedule a pre-concstruction meeting. A pre-construction meeting shall be done onsite prior to the start of construction. All responsible parties shall be present.

Contact the Lebanon County NRCS office at 717-376-3513.

5. Contractor must check in with NRCS inspector, at a minimum, the day before any work begins. Issues, or variations from the design shall be brought to the inspectors attention immediately.

6. The contractor is responsible for verifying actual field measurements shown on the plan.

7. The contractor is responsible to provide final seeding and tree and shrub panting upon completion of the job and as per Attachment #1, Construction Specification 6 - Seeding, Sprigging, and Mulching and as per Attachment #6 Conservation Plan Job Sheets.

8. The contractor is responsible for all items in the Erosion and Sedimentation Control Plan. This includes installing compost filter sock, or an approved alternative, at locations shown on the drawings prior to the start of construction.

9. A copy of the specifications, drawings, and details shall be on site during all phases of construction. Please note other critical items on the cover sheet.

10. It is the responsibility of the contractor to implement all measures necessary to protect work-in-progress from environmental conditions such as temperature extremes, surface and groundwater, etc.

11. A final inspection of all project components shall be conducted before the contractor moves off from the site.

12. The Certification of Conformance shall certify that all work was performed to Design and Specifications. See

CERTIFICATION OF CONFORMANCE SHEET.

WETLAND CREATION, RESTORATION AND ENHANCEMENT

To the best of my knowledge, I certify that the practices have been installed as per the attached drawings and specifications, based on my observations and information provided to me.

Signature of Quality Assurance Person Date

In my professional opinion, I certify that the practices have been installed as per the attached drawings and specifications, based on the information provided to me and/or observations I have made.

Contracting Officer's Representative Date

INSPECTOR PHONE

BACKUP INSPECTOR PHONE

CONTRACTOR PHONE

Date

CONTRACTOR PHONE

Date

CONSTRUCTION CONTACT INFORMATION

START & COMPLETION

CERTIFICATION

PROPERTY ADDRESS

1689 PA-934

ANNVILLE, PA, 17003

Cut/Fill Summary Name

South Potholes 1-3 South Pothole 4 North Grading

Totals

Cut Factor

1.000 1.000 1.000

Fill Factor 1.000 1.000 1.000

2d Area

67174.63 Sq. Ft.

7923.09 Sq. Ft.

125821.50 Sq. Ft.

200919.22 Sq. Ft.

Cut

1620.24 Cu. Yd.

674.89 Cu. Yd.

2525.79 Cu. Yd.

4820.93 Cu. Yd.

Fill

999.16 Cu. Yd.

0.00 Cu. Yd.

988.98 Cu. Yd.

1988.14 Cu. Yd.

Net

621.08 Cu. Yd.<Cut>

674.89 Cu. Yd.<Cut>

1536.81 Cu. Yd.<Cut>

2832.79 Cu. Yd.<Cut>

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DESIGNED

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DRAWN

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LEBANON COUNTY, PA

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COVER SHEET

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DRAWING NO.

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SHEET 1 OF

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FILE NO.

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GENERAL NOTES

AutoCAD SHX Text INDEX OF DRAWINGS 1 . Cover Sheet Cover Sheet 2. Note Sheet Note Sheet 3. Site Plan Site Plan 4. Site Plan - North Site Plan - North 5. Site Plan - South Site Plan - South 6. Erosion & Sediment Control Plan - North Erosion & Sediment Control Plan - North Erosion & Sediment Control Plan - North 7. Erosion & Sediment Control Plan - South Erosion & Sediment Control Plan - South Erosion & Sediment Control Plan - South 8-27. Profiles & Cross Sections Profiles & Cross Sections 28. Detail Sheet 1 Detail Sheet 1 29. Detail Sheet 2 Detail Sheet 2 30. Detail Sheet 3 Detail Sheet 3 31. Detail Sheet 4Detail Sheet 4

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PROJECT LOCATION

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This project involves the installation of seven potholes (shallow excavation). Listed below is a general outline of how the construction could proceed. Modifications to this sequence are permissable based on field conditions and contractor discretion.

1. Contractor to perform a PA One Call at least three (3) days prior to the start of construction.

2. Locate Control Points at the base of the easement delineation signs. The points are plastic capped steel rods in the ground.

3. Install E&S controls as per details specified on the Construction Drawings (attachment 2) and Construction Specification 8

(attachment 1)

4. Mow and apply herbicide treatment to work site, as per a Conservation Pan Job Sheet PA 315, prior to excavation activities.

5. Perform tile search in the vicinity of the planned potholes, per drawings. Most existing tile lines identified will be blocked per the Construction Specifications and Drawing. (Attachment 1&2). Block tile drains in accordance with the plan set and guidance from inspector.

6. Strip topsoil and stockpile within the limits of the Spoil Area(s).

7. Begin construction of potholes, swales and habitat mounds (See attachment 2 - Construction Drawings) on the landscape in accordance with the plans.

8. Begin to install ditch plug and fill the existing diversion swale, on the North Field, and install R-4 rip-rap as shown on the plan.

9. Install plantings per plans, restore wetlands and improve wildlife habitat. Note: standing water in the potholes may be ephemeral and not persist through the growing season.

10. After applying topsoil and achieving final grade; all disturbed areas shall be seeded and stabilized as per the Construction

Specifications (attachment 1).

11. Wildlife Habitat Planting/Seeding shall by applied to the disturbed areas as described in the Construction Specification 6

(attachment 1) and Conservation Plan Job Sheets PA 460a, b, & c (attachment 6).

12. Trees and Shrubs shall be established as per Construction Specification 6 (attachment 1) and Conservation Plan Job Sheets

PA 490 and PA 612a & b (attachment 6)

13. A maintenance plan consisting of mowing, weed whacking, and tree herbicide treatments shall be completed to control weeds and help with the establishment of the permanent grasses, trees, and shrubs. Refer to as Construction Specification 6 (attachment 1) for timing and outline of maintenance to be performed.

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NOTE SHEET

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CONSTRUCTION SEQUENCE

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LIMIT OF DISTURBANCE

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TILE DRAIN CUTOFF TRENCH

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AutoCAD SHX Text LEBANON County, PA County, PAPA

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PROP. 4INCH CPP FIELD VERIFY REQ'D LENGTH

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AutoCAD SHX Text LEBANON County, PA County, PAPA

SOUTH SECTION 4

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NORTH ANNVILLE TOWNSHIP

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LEBANON COUNTY, PA COUNTY, PAPA

POTHOLE S-4 PROFILE

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POTHOLE

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SPOIL AREA

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EXISTING EARTH

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POTHOLE CROSS SECTION A-A NTS.

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1. Excavation shall only take place within the indicated areas. Excavation shall only take place within the indicated areas. 2. If course or gravely substrate material is encountered during If course or gravely substrate material is encountered during excavation contact NRCS site inspector immediately. NRCS will prepare a design alternative to avoid potential impacts to wetland hydrology 3. To the extent possible, topsoil shall be removed and replaced in any To the extent possible, topsoil shall be removed and replaced in any excavated areas. Replaced topsoil material may be used to create an uneven finished surface 4. A minimum of two downed trees and brush shall be moved and placed A minimum of two downed trees and brush shall be moved and placed along edges of all potholes constructed. Consult with the NRCS Site Inspector for location and amount. 5. Spoil piles need not be equal in size or volume. Final side slopes shall Spoil piles need not be equal in size or volume. Final side slopes shall be 4:1 or flatter.

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DOWNED TREES

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POTHOLE PLAN VIEW NTS.

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TYPICAL POTHOLE DETAIL

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AutoCAD SHX Text The actual length and locations of the tile drains are not precisley known and shall be field verified.

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DETAIL SHEET 1

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NORTH ANNVILLE TOWNSHIP

LEBANON COUNTY, PA COUNTY, PAPA

Section B-B'

Section A-A'

ROCK APRON DETAIL

See Construction Specification 61 for details on box culvert outlet

Geotextile: Class 4 type A Non-Woven

BASIC INSTALLATION GUIDELINES

These guidelines are recommendations only. Any questions about the installation should be confirmed with your local distributor.

1. Prepare the soil surface including raking, seeding, and fertilizing.

2. Begin the installation process by digging a trench 6" deep by 6" wide at the top of the slope. Place 12" of blanket over the up-slope portion of the trench.

Secure the blanket at the bottom of the trench with staples placed 12" apart. Backfill and compact the trench. Apply seed and fold the remaining 12" of blanket over soil, secure with a row of staples placed 12" apart across the width of the blanket. (See Diagram A)

3. Roll the blanket vertically down the slope. Secure using the appropriate staple pattern shown hereon specified by slopes.

4. Parallel blankets must be overlapped by a minimum 4" and secured with a row of staples placed approximately 3'-0" apart. (See Diagram B)

5. Additional vertical blankets can be joined using a minimum 4" overlapping (shingle style) in the direction of water flow. Connect the blankets by using staples approximately 12" apart across the width of the blanket. (See Diagram C)

6. For maximum performance a check slot should be placed at 25'-40' intervals. A 6" deep by 6" wide trench is made. The blanket is placed at the bottom of the trench and covered with approximately 2" of soil. The blanket is rolled over compacted soil and secured with staples placed 4" apart. A second row should be placed 4" below in a staggered pattern. Backfill and compact the trench. Apply seed and continue with general installation. (See Diagrams D & E)

7. The end of blanket must be secured in a 6" x 6" trench with a row of staples placed at 12" intervals. (See Diagram F)

EASTCOAST

443 Bricker Road Bernville, PA 19506 ph.610.488.8496 fax 610.488.8494 erosionblankets.com

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R-5 RIP-RAP SIZE

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ROAD CULVERT PIPE

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DRAWING NOT TO SCALE

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RIPRAP GRADATIONS

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AASHTO #57

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CLEAN

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#3 BALLAST

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BEDDING GRADATIONS

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"BLOCK TYPE" ROCK

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THE SUBSCRIPT NUMBER IS THE MAXIMUM PERCENT, BY WEIGHT, WHICH MAY BE SMALLER

AutoCAD SHX Text THE NOMINAL SIZE OF A ROCK IS THAT DIMENSION (MIDDLE OR COMPOSITE AVERAGE) WHICH PASSES THROUGH A SQUARE OPENING WITH THE SAME SIDE DIMENSION; I.E. IT IS NOT THE LONGEST DIMENSION.

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AT LEAST 15%, BY WEIGHT OF THE GRADATION, MUST BE SMALLER THAN THE D SIZE.

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DIAGRAM

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DIAGRAM

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DIAGRAM

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DIAGRAM

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.7 STAPLES PER SQ YD

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1.2 STAPLES PER SQ YD

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4:1 SLOPES

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1.75 STAPLES PER SQ YD

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2:1 SLOPES

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3.5 STAPLES PER SQ YD

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MED. TO HIGH

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FLOW CHANNEL

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3.8 STAPLES PER SQ YD

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HIGH FLOW

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CHANNEL

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DIAGRAM

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St at es D ep ar tm en t of

Ag ric ul tu re

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text

2023.05.10 - Randy Leisure WRE.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

5/31/23 1:00 PM

AutoCAD SHX Text

RANDY LEISURE

AutoCAD SHX Text

WETLAND RESERVE EASEMENT

AutoCAD SHX Text

DETAIL SHEET 3

AutoCAD SHX Text

NORTH ANNVILLE TOWNSHIP

AutoCAD SHX Text

LEBANON COUNTY, PA COUNTY, PAPA

AutoCAD SHX Text Typical Ditch Plug Profile

AutoCAD SHX Text

AutoCAD SHX Text Compact all fill in 6" lifts with 3 passes of a vibratory roller

AutoCAD SHX Text Typical Ditch Plug Cross Section

AutoCAD SHX Text

AutoCAD SHX Text Compact all fill in 6" lifts with 3 passes of a vibratory roller

AutoCAD SHX Text Remove existing vegetation and topsoil

AutoCAD SHX Text

AutoCAD SHX Text Low bank

AutoCAD SHX Text Ditch Centerline

AutoCAD SHX Text Construction Notes 1. ALL ITEMS SHALL BE CONSTRUCTED TO THE DIMENSIONS, ALL ITEMS SHALL BE CONSTRUCTED TO THE DIMENSIONS, SLOPES AND ELEVATIONS SHOWN. ANY CHANGES TO THE DESIGN MUST BE APPROVED BY NRCS ENGINEER. 2. IT IS THE EXCAVATION CONTRACTORS RESPONSIBILITY TO CALL IT IS THE EXCAVATION CONTRACTORS RESPONSIBILITY TO CALL PA ONE CALL (811) PRIOR TO PERFORMING ANY EXCAVATION ACTIVITY. 3. REMOVE ALL VEGETATION, TOPSOIL, ORGANIC MATTER, AND REMOVE ALL VEGETATION, TOPSOIL, ORGANIC MATTER, AND DEBRIS FROM THE BASE AREA OF THE DITCH PLUG. 4. USE ACCEPTABLE SPOIL MATERIAL FROM THE SHALLOW USE ACCEPTABLE SPOIL MATERIAL FROM THE SHALLOW EXCAVATION UPSLOPE OF THE DITCH PLUG OR FROM POTHOLE EXCAVATION TO CREATE THE PLUG 5. FILL SHALL NOT CONTAIN VEGETATION, FROZEN MATERIAL, OR FILL SHALL NOT CONTAIN VEGETATION, FROZEN MATERIAL, OR LARGE STONES. 6. FILL SHALL BE PLACED IN 9" UNCOMPLICATED LIFTS. FILL SHALL BE PLACED IN 9" UNCOMPLICATED LIFTS. COMPACTION SHALL BE ACHIEVED WITH 3 PASSES OF VIBRATORY ROLLER OVER EACH LIFT FOR APPROXIMATE 6" FINAL LIFT. 7. FOLLOW SLOPES (AS A MINIMUM) DEPICTED FOR SIDE SLOPES FOLLOW SLOPES (AS A MINIMUM) DEPICTED FOR SIDE SLOPES 8. ADD APPROXIMATELY 10% OF FILL TO FINISHED BERM TO ADD APPROXIMATELY 10% OF FILL TO FINISHED BERM TO ACCOUNT FOR SETTLEMENT. 9. MULCH AND SEED DEFINED RATES UPON COMPLETION MULCH AND SEED DEFINED RATES UPON COMPLETION 10. EXISTING SWALE OF NORTH FIELD SHALL BE FILLED AND MADE EXISTING SWALE OF NORTH FIELD SHALL BE FILLED AND MADE TO CONFORM WITH PROPOSED GRADING. 11. DITCH PLUGS SHALL BE USED TO PREVENT INTRA-SOIL FLOW. DITCH PLUGS SHALL BE USED TO PREVENT INTRA-SOIL FLOW.

AutoCAD SHX Text

AutoCAD SHX Text Ditch Centerline

AutoCAD SHX Text Remove existing vegetation and topsoil

AutoCAD SHX Text Upslope

Downslope ra l R es ou rc es

Co ns er va tio n

Se rv ice

U ni te d

St at es D ep ar tm en t of

Ag ric ul tu re

AutoCAD SHX Text Mix 2: Cereal Rye 1 bushel/acre

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text

2023.05.10 - Randy Leisure WRE.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

5/31/23 1:00 PM

AutoCAD SHX Text

RANDY LEISURE

AutoCAD SHX Text

WETLAND RESERVE EASEMENT

AutoCAD SHX Text

DETAIL SHEET 4

AutoCAD SHX Text

Sheets and Views

2023.05.15 - Randy Leisure WRE - COVER SHEET-Cover Sheet

2023.05.15 - Randy Leisure WRE - COVER SHEET-Note Sheet

2023.05.10 - Randy Leisure WRE-SITE PLAN

2023.05.10 - Randy Leisure WRE-SITE PLAN - NORTH

2023.05.10 - Randy Leisure WRE-SITE PLAN - SOUTH

2023.05.10 - Randy Leisure WRE-EROSION AND SEDIMENT CONTROL PLAN - NORTH

2023.05.10 - Randy Leisure WRE-EROSION AND SEDIMENT CONTROL PLAN - SOUTH

2023.05.10 - Randy Leisure WRE-PROFILE - NORTH POTHOLES SHEET 1

2023.05.10 - Randy Leisure WRE-PROFILE - NORTH POTHOLES SHEET 2

2023.05.10 - Randy Leisure WRE-PROFILE - NORTH POTHOLES SHEET 3

2023.05.10 - Randy Leisure WRE-PROFILE - POTHOLE N-1

2023.05.10 - Randy Leisure WRE-PROFILE - SWALE

2023.05.10 - Randy Leisure WRE-PROFILE - POTHOLE N-2

2023.05.10 - Randy Leisure WRE-PROFILE - POTHOLE N-3

2023.05.10 - Randy Leisure WRE-PROFILE - POTHOLE S-1

2023.05.10 - Randy Leisure WRE-PROFILE - POTHOLE S-2

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 27, 2023.