S01 - Attachment 2 Drawings.pdf

PDF 6 MB Posted May 7, 2026

Attached to: USDA-NRCS Blythe Easement WRE Construction, Fayette County, IL
Solicitation number: 12FPC326B0001
Issued by: Department of Agriculture Under Secretary for Farm Production and Conservation

About this file

Written by GovTribe AI · May 7, 2026

This document is a set of detailed plans and specifications for the construction of two earthen berms with pipe and water control structures (WCS) at the Blythe Water Resources Area (WRE) in Fayette County, Illinois, northeast of the intersection of East Ridge Road and 300E.

The project involves construction of a North Berm and South Berm, each with associated embankment, piping, auxiliary spillways, and trash rock details. The North Berm includes a 100-foot auxiliary spillway with three rock checks, PVC pipe (12-inch diameter, Schedule 26), an anti-seep collar, and related appurtenances. The South Berm is larger, featuring a 100-foot auxiliary spillway with three rock checks and similar piping specifications. Both berms require complete stripping of footprints to a minimum depth of 0.5 feet, with embankment earthfill, side slopes, inlet and outlet structures, and level control sections. Key materials and quantities include 4,310 cubic yards of embankment earthfill for the North Berm and 10,425 cubic yards for the South Berm, PVC pipe (100 linear feet for North Berm, 100 linear feet for South Berm), control structures (12-inch diameter by 6-foot height, 16-inch weir length), antiseep collars (5 feet by 5 feet), 60-foot T-posts with BFI PVC marker posts, trash rock details, and animal guards. The contractor must provide DIG number(s) to the Natural Resources Conservation Service prior to construction commencement. All design and specification details are provided across 20 sheets with profiles, cross-sections, and construction details.

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Other files

File	Type	Posted
Public bid opening 12FPC326B0003 SAM posting.pdf	PDF	Jun 3, 2026
Blythe WRE site showing Questions.pdf	PDF	May 14, 2026
Site showing May 13 2026.pdf	PDF	May 14, 2026
S01 - Attachment 4 Wage Determinations - Heavy Con.pdf	PDF	May 7, 2026
S01 Attachment 1 Specs.pdf	PDF	May 7, 2026
Solicitation - 12FPC326B0001 IFB.pdf	PDF	May 7, 2026

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Na tu 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

Sheet 1

AutoCAD SHX Text Aux Spillway

AutoCAD SHX Text Berm

AutoCAD SHX Text

38.6061 Ac.

AutoCAD SHX Text Berm 6:1 side slopes and 12ft top

AutoCAD SHX Text Outlet Channel Excavation 5ft bottom width 6:1 side slopes

AutoCAD SHX Text Pipe Cover Fill 10ft top width 6:1 side slopes

AutoCAD SHX Text Anti-Seep Collar installed 10ft u/s of WCS

AutoCAD SHX Text

TABLE OF QUANTITIES

AutoCAD SHX Text

ITEM

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text Embankment Earthfill

AutoCAD SHX Text Cu. Yd.

AutoCAD SHX Text 4,310

AutoCAD SHX Text Stripping of footprint (use at topsoiling)

AutoCAD SHX Text Cu. Yd.

AutoCAD SHX Text 1,584

AutoCAD SHX Text PVC Pipe 12" Dia, SDR 26

AutoCAD SHX Text L.F.

AutoCAD SHX Text

AutoCAD SHX Text Control Structure 12" Dia x 6' High, 16" Weir Length

AutoCAD SHX Text Ea

AutoCAD SHX Text

AutoCAD SHX Text Antiseep Collar (pvc) 5' x 5'

AutoCAD SHX Text Ea

AutoCAD SHX Text

AutoCAD SHX Text 60" t-post with 8ft PVC marker post

AutoCAD SHX Text Ea

AutoCAD SHX Text

AutoCAD SHX Text Trash Rack - see addtional sheets

AutoCAD SHX Text Ea

AutoCAD SHX Text

AutoCAD SHX Text Animal guard

AutoCAD SHX Text Ea

AutoCAD SHX Text

AutoCAD SHX Text In-Line Control Structure (See Note 1 & 2)

AutoCAD SHX Text El-523.8

AutoCAD SHX Text

TYPICAL BERM CROSS SECTION

AutoCAD SHX Text Animal Guard

AutoCAD SHX Text Trash Rack -see additional sheet for details

AutoCAD SHX Text NOTES: 1. Install In-Line Control structure in back slope of berm near top. Install In-Line Control structure in back slope of berm near top. WCS is required to be marked with 2 t-post and 8ft tall pvc pipe slid over the t-post. Post/pipe shall be placed on each side of WCS 2. Place structure and pipe couplers on a stable base. A stable base Place structure and pipe couplers on a stable base. A stable base may be compacted earth, compacted fill sand, or a concrete pad. Extend the stable base no less than 1 foot around structure. 3. PVC Pipe must conform to ASTM Standard D2241 or D 1785. Pipe PVC Pipe must conform to ASTM Standard D2241 or D 1785. Pipe material must be PVC1120 or PVC 1220. Or Pipe can be SDR 26 or Aluminum corrugated pipe with min 16 gauge. Pipe materials must be pre-approved by NRCS prior to delivery 4. Excavated material placed around structure, spillway pipe and Excavated material placed around structure, spillway pipe and anti-seep collar must be hand compacted in 4 inch lifts to same density requirements specified for the adjacent embankment. All backfill around pipe and WCS must be inspected by NRCS 5. All pipe fittings and anti-seep collar shall be watertight All pipe fittings and anti-seep collar shall be watertight 6. Any damage during installation to pipe shall be immediately replaced Any damage during installation to pipe shall be immediately replaced 7. Fill shall be placed in lifts no greater than 9" and shall be Fill shall be placed in lifts no greater than 9" and shall be compacted by a sheepsfoot roller. A minimum of 2 passes per lift is required 8. Excavation shall have 2:1 sideslopes. Entire pipe from upstream to Excavation shall have 2:1 sideslopes. Entire pipe from upstream to downstream shall have 2ft of cover along entire pipe 9. No sandy, organic or rocks larger than 2" allowed in fill. No sandy, organic or rocks larger than 2" allowed in fill. 10. Construction tolerance of +0.2 and -0.0' Construction tolerance of +0.2 and -0.0'

AutoCAD SHX Text Top of Settled Berm El 528.5

AutoCAD SHX Text Auxiliary Spillway El 527.5

AutoCAD SHX Text Top Of Stoplog Maximum El 527.0

AutoCAD SHX Text Top Of Constructed Fill El 528.9 Allow 10% For Settlement

AutoCAD SHX Text Pipe (See Note 3 and Table of Quantites)

AutoCAD SHX Text Pipe Outlet El 523.6

AutoCAD SHX Text Anti Seep Collar

AutoCAD SHX Text Earthfill

AutoCAD SHX Text Inlet El. 524.2

AutoCAD SHX Text

AutoCAD SHX Text Outlet Channel El 523.6

AutoCAD SHX Text

NORTH BERM

AutoCAD SHX Text VEGETATIVE PLAN VEGETATIVE PLAN The Constructed Berm and spillway shall be seeded and mulched in addition to specifications. The berm and spillway area is approximately 4.2 acres. USE SEEDING AND MULCHING AREA = 4.2 ACRES SEED - CAVE IN ROCK SWITCHGRASS 8.0 LB/ACRE PLS-TOTAL ESTIMATE 33.6 LB PLS - OATS 1 BU/ACRE-TOTAL ESTIMATE 4.2 BUSHELS FERTILIZER - NITROGEN(N) 120 LB/ACRE- TOTAL ESTIMATE 504 LBS ACTUAL N PHOSPHORUS(P2O5) 120 LB/ACRE-TOTAL ESTIMATE 504 LBS P2O5 POTASSIUM(K2O) 120 LB/ACRE-TOTAL ESTIMATE 504 LBS K2O LIME (AGRICULTURAL) 2 TONS/ACRE - TOTAL ESTIMATE 8.4 TONS MULCH - STRAW @ 2 TONS/ACRE ANCHORED WITH A STRAIGHT DISK-TOTAL ESTIMATE 8.4 TONS 8.4 TONS All seed shall be of high quality and comply with Illinois Seed and Weed Laws: Originate from the United States or Canada. Minumum Germination for Switchgrass is 75% PLS = [(%germination+%dormant seed) x %purity]/100

AutoCAD SHX Text Apply seed uniformly at a depth of 1/4-1/2 inch with a drill or cultipacker type seeder. Broadcast methods are acceptable where the seed will be applied uniformly and covered 1/4-1/2 inch deep with a cultipacker/cultimulcher, harrow, or similar tool designed to break clods, level, and firm the seedbed.

AutoCAD SHX Text CONSTRUCTION NOTES:. 1. Rock size shall be IDOT Quality Designation A Gradation No. RR4 for berm spillway and Rock size shall be IDOT Quality Designation A Gradation No. RR4 for berm spillway and IDOT Quality Designation A Gradation No. RR3 for Plug level section. Minimum rock 18 inches. 2. Geotextile (non-woven, needle punched) Minimum criteria: Geotextile (non-woven, needle punched) Minimum criteria: Grab tensile strength (lb) ASTM D 4632____________202 Elongation at failure (%) ASTM D 4632____________ 50 50 50 Trapezoidal tear strength (lb) ASTM D 4533__________79 Puncture strength (lb) ASTM D 6241______________433 Ultraviolet light (% retained strength) ASTM D 4355_min 50 Apparent opening size (AOS) ASTM D 4751____________ __ max 0.22 mm (US sieve size 70) Permittivity sec / ASTM D 4491_____________min 0.70 -1/ ASTM D 4491_____________min 0.70 3. Geotextile fabric shall extend around the upstream and downstream cutoff trenches, Geotextile fabric shall extend around the upstream and downstream cutoff trenches, shall be keyed into upstream of the upper cutoff trench. Any splices shall overlap a minimum 18 inches, with upstream upslope geotextile overlapping the abutting down slope geotextile. The rock shall be compacted and traversed with the placement equipment to increase in-place density. The complete job shall be present a workmanlike finish.

AutoCAD SHX Text GRUBBING PLAN GRUBBING PLAN The Constructed Berm, surrounding area, borrow areas and spillway shall be grubbed of vegetation. The area is approximately 4.2 acres. Grubbing shall be a minimum of 6" depth for grass type vegetation, woody material shall be grubbed to a depth to remove root material and will vary based of size of woody material. It shall be grubbed to remove any vegetative material greater than 1" diameter of root material Grub material shall be hauled offsite to area marked in field east of site to the excess material piles. Excess material pile shall be placed in manner that no slope exceeds 4:1 slopes and cannot be piled more that 5ft tall. The excess material pile(s) cannot block or divert drainage in a manner to cause damage to adjacent land. Any trash or hazardous material found shall be removed and properly disposed of by the contractor

AutoCAD SHX Text CONSTRUCTION NOTES:. Earthfill shall be of good clay content with no vegetative material, rocks greater than 2" diameter Earthfill shall comply with the construction specifications of the berm and below additional requirements The compaction equipment shall be a sheepfoot roller and traverse the entire surface twice before the addition of another lift. Prior to first placement the entire surface shall be properly grubbed, compacted with 2 passes of sheepfoot roller , then scarified to a depth 4" Construction tolerance is 0.1' on final surface

AutoCAD SHX Text VEGETATIVE PLAN The Spoil Area shall be seeded as below - USE SEEDING AREA = 1.2 ACRES USE SEEDING AREA = 1.2 ACRES TOTAL Seed: Switchgrass Cave-in-Rock - 10 pounds per acre PLS All seed shall be of high quality and comply with Illinois Seed and Weed Laws: Originate from the United States or Canada. Minimum Germination is 75% PLS = [(%germination+%dormant seed) x %purity]/100 Apply seed uniformly at a depth of 1/4-1/2 inch with a drill or cultipacker type seeder. Broadcast methods will be acceptable, but shall be incorporated to a max depth of 1/4-1/2 inch depth. Seed shall have cover 1/4-1/2 inch deep with a cultipacker/cultimulcher, harrow, or similar tool designed to break clods, level, and firm the seedbed. Fertilizer: 120 #/acre N - 144 pounds actual N (194# of 46-0-0) 120 #/acre P - 144 pounds actual P (314# of 18-46-0) 120 #/acre K - 144 pounds actual K (240# of 0-0-60) 2 tons/acre - 2.4 tons of agricultural lime

AutoCAD SHX Text JULIE There are known utilities in the local area of the construction site. NRCS is not responsible for locating the utilities and markings on plans are only rough estimations of the location of known utilities. There may or may not be additional utilities that are unknown at time of design Contractor is RESPONSIBLE for the contact to JULIE and location of all utilities. Contractors is responsible to provide NRCS with dig number prior to start of construction on site. The dig number shall be provided a preconstruction conference prior to start of construction. If there is conflicts between utilities and NRCS design it is the responsibility if the contractor to notify NRCS immediately. If any personal protection gear is needed while on site, the contractor shall provide this to all laborers and NRCS personal at contractor's expense. Proper warnings signs are required per utilities request. Contact to JULIE can be made by calling 1-800-892-0123 Contractor is responsible to ensure JULIE ticket is valid during entire construction period

AutoCAD SHX Text

TABLE OF QUANTITIES- TRASH RACK

AutoCAD SHX Text

ITEM

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text 34"x16' LONG 4 GA. HOG PANEL

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text Pipe with 2" holes - minimum 14 FT. LONG

AutoCAD SHX Text Pipe without holes

AutoCAD SHX Text 34"x16' long #4 GA. Hog Panel

AutoCAD SHX Text Fasten with 16 GA. coated tie wire @ 2' spacing

AutoCAD SHX Text Pipe with 2" diameter holes drilled a minimun of 16 holes per foot all around the pipe

AutoCAD SHX Text 34"x16' long #4 GA. hog panel

AutoCAD SHX Text Cap or Wire basket on end

AutoCAD SHX Text Fasten ends and edges with 16 GA. coated tie wire @ 2' spacing

AutoCAD SHX Text

BERM

AutoCAD SHX Text Attach end closure made with cut hog panel. Fasten with tie wire and attach to the pipe support

AutoCAD SHX Text Anchor pipe to hog panel with 16 GA. coated tie wire @ 2' spacing

AutoCAD SHX Text

HOG PANEL IS REQUIRED FOR END ENCLOSURES

AutoCAD SHX Text Trash Rack Detail For Water Control Structure

AutoCAD SHX Text Attach end closure made with cut hog panel to fit tight to pipe. Fasten with tie wire and attach to the pipe support

AutoCAD SHX Text T-Posts installed on both sides of pipe vertically through trash rack adjacent to pipe. No more than 6' spacing between post. Fasten post to hog panel and cross tie wire around pipe.

AutoCAD SHX Text

GROUND

AutoCAD SHX Text A

AutoCAD SHX Text ____Dia. Pipe

AutoCAD SHX Text Flow

AutoCAD SHX Text W

AutoCAD SHX Text W/2

AutoCAD SHX Text 116" Thick Sheet Of Non-Reinforced Butyl Or Gum Rubber Membrane

AutoCAD SHX Text 12" Minimum Width Stainless Steel Clamp And Connector

AutoCAD SHX Text 1"x 4" Or 2"x 2" Lumber Frame

AutoCAD SHX Text NOTES: 1. Coat pipe at collar location with butyl roof patch sealer or other butyl Coat pipe at collar location with butyl roof patch sealer or other butyl rubber sealer. (Do not use asphalt roof patch). 2. Completed installation must be water tight. Completed installation must be water tight. 3. Cut a circular hole (centered) in butyl rubber sheet approximately 1/3 Cut a circular hole (centered) in butyl rubber sheet approximately 1/3 smaller in diameter than the pipe diameter. For example-cut a 4 inch hole in sheet with 6 inch diameter pipe, cut a 7 inch hole in sheet with 10 inch diameter pipe. Force butyl rubber sheet over upstream end of pipe over butyl roof sealer. 4. Install a 1/2 inch minimum width stainless steel clamp. Clamp around Install a 1/2 inch minimum width stainless steel clamp. Clamp around pipe over butyl rubber sheet and tighten until sealer is forced out. 5. Staple butyl rubber sheet to lumber frame. Staple butyl rubber sheet to lumber frame. 6. Wood frame shall be rigid enough to withstand backfill operations. Wood frame shall be rigid enough to withstand backfill operations. 7. Other anti-seep collar material options shall be approved by engineer Other anti-seep collar material options shall be approved by engineer prior to installation.

AutoCAD SHX Text Wood Lumber Frame

AutoCAD SHX Text Or Boards May Have 45° CutCorner

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

OPTIONAL

AutoCAD SHX Text 5 ft

AutoCAD SHX Text 12"

AutoCAD SHX Text Flow

AutoCAD SHX Text A

AutoCAD SHX Text Rock Check

AutoCAD SHX Text North Wetland Auxiliary Spillway Qty 3 checks

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text Aux Spillway

AutoCAD SHX Text

ROCK GRADATION 3

AutoCAD SHX Text Size

AutoCAD SHX Text % Passing By Weight

AutoCAD SHX Text 50 lb

AutoCAD SHX Text

AutoCAD SHX Text 10 lb

AutoCAD SHX Text 30-70

AutoCAD SHX Text 1 lb

AutoCAD SHX Text 0-16

AutoCAD SHX Text Aux Spillway

AutoCAD SHX Text From Station

AutoCAD SHX Text 1+00

AutoCAD SHX Text To Station

AutoCAD SHX Text 2+00

AutoCAD SHX Text Top Width T (Ft)

AutoCAD SHX Text

AutoCAD SHX Text Check Width (Ft)

AutoCAD SHX Text

AutoCAD SHX Text Check Spacing X (Ft)

AutoCAD SHX Text

AutoCAD SHX Text Number Of Checks

AutoCAD SHX Text

AutoCAD SHX Text Check Depth D (in)

AutoCAD SHX Text

BILL OF MATERIAL

AutoCAD SHX Text 27 Tons

AutoCAD SHX Text Rock gradation shall meet IDOT requirement for Gradation 3 quality designation A or B

AutoCAD SHX Text Top Width =T

AutoCAD SHX Text NOTES: Excavate trench 3' wide. Compact rock backfill by rolling with construction equipment. Finished rock surface will be flush with the ground surface when completed..

AutoCAD SHX Text D=

AutoCAD SHX Text North Pool Excavation Excavated bottom 524.0 6:1 side slopes

AutoCAD SHX Text North Berm

AutoCAD SHX Text North Pipe&WCS Berm station 7+50

AutoCAD SHX Text North Aux Spillway

AutoCAD SHX Text South Pool Excavation Excavated Bottom Elev - 523.0 6:1 side slopes

AutoCAD SHX Text South Berm

AutoCAD SHX Text South Aux Spillway Graded to ditch

AutoCAD SHX Text South Pipe & WCS Berm Station 17+58

AutoCAD SHX Text Rock Check sectional view

AutoCAD SHX Text Flow

AutoCAD SHX Text

IN-LINE CONTROL STRUCTURE

AutoCAD SHX Text

AutoCAD SHX Text Principal Spillway Pipe With Inline Control Structure

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text Auxiliary Spillway

AutoCAD SHX Text Wetland Berm

AutoCAD SHX Text Auxiliary Spillway Sta 2+00

AutoCAD SHX Text Auxiliary Spillway Level Control Section with Rock checks 50ft spacing

AutoCAD SHX Text A

AutoCAD SHX Text

PROFILE ON AUXILARY SPILLWAY CENTERLINE

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

AUXILIARY SPILLWAY PLAN

AutoCAD SHX Text Flow

AutoCAD SHX Text Outlet Grade 0.64%

AutoCAD SHX Text Natural Grade from pool

AutoCAD SHX Text Outlet

AutoCAD SHX Text Flow

AutoCAD SHX Text Centerline Berm

AutoCAD SHX Text Sta 7+50

AutoCAD SHX Text Inlet

AutoCAD SHX Text Level Control Section

AutoCAD SHX Text

AutoCAD SHX Text Existing Ground Line

AutoCAD SHX Text

NORTH BERM

AutoCAD SHX Text

TABLE OF QUANTITIES

AutoCAD SHX Text

ITEM

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text Embankment Earthfill

AutoCAD SHX Text Cu. Yd.

AutoCAD SHX Text 10,425

AutoCAD SHX Text Stripping of footprint (use at topsoiling)

AutoCAD SHX Text Cu. Yd.

AutoCAD SHX Text 4,830

AutoCAD SHX Text PVC Pipe 12" Dia, SDR 26

AutoCAD SHX Text L.F.

AutoCAD SHX Text

AutoCAD SHX Text Control Structure 12" Dia x 6' High, 16" Weir Length

AutoCAD SHX Text Ea

AutoCAD SHX Text

AutoCAD SHX Text Antiseep Collar (pvc) 5' x 5'

AutoCAD SHX Text Ea

AutoCAD SHX Text

AutoCAD SHX Text 60" t-post with 8ft PVC marker post

AutoCAD SHX Text Ea

AutoCAD SHX Text

AutoCAD SHX Text Trash Rack - see addtional sheets

AutoCAD SHX Text Ea

AutoCAD SHX Text

AutoCAD SHX Text Animal guard

AutoCAD SHX Text Ea

AutoCAD SHX Text

AutoCAD SHX Text In-Line Control Structure (See Note 1 & 2)

AutoCAD SHX Text El-523.7

AutoCAD SHX Text

TYPICAL BERM CROSS SECTION

AutoCAD SHX Text Animal Guard

AutoCAD SHX Text Trash Rack -see additional sheet for details

AutoCAD SHX Text Top of Settled Berm El 528.0

AutoCAD SHX Text Auxiliary Spillway El 527.0

AutoCAD SHX Text Top Of Stoplog Maximum El 526.5

AutoCAD SHX Text Top Of Constructed Fill El 528.3 Allow 10% For Settlement

AutoCAD SHX Text Pipe (See Note 3 and Table of Quantites)

AutoCAD SHX Text Pipe Outlet El 523.6

AutoCAD SHX Text Anti Seep Collar

AutoCAD SHX Text Earthfill

AutoCAD SHX Text Inlet El. 524.1

AutoCAD SHX Text

AutoCAD SHX Text Outlet Channel El 523.1

AutoCAD SHX Text

SOUTH BERM

AutoCAD SHX Text

TABLE OF QUANTITIES- TRASH RACK

AutoCAD SHX Text

ITEM

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text 34"x16' LONG 4 GA. HOG PANEL

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text Pipe with 2" holes - minimum 15 FT. LONG

AutoCAD SHX Text Pipe without holes

AutoCAD SHX Text 34"x16' long #4 GA. Hog Panel

AutoCAD SHX Text Fasten with 16 GA. coated tie wire @ 2' spacing

AutoCAD SHX Text Pipe with 2" diameter holes drilled a minimun of 16 holes per foot all around the pipe

AutoCAD SHX Text 34"x16' long #4 GA. hog panel

AutoCAD SHX Text Cap on end

AutoCAD SHX Text Fasten ends and edges with 16 GA. coated tie wire @ 2' spacing

AutoCAD SHX Text

BERM

AutoCAD SHX Text Attach end closure made with cut hog panel. Fasten with tie wire and attach to the pipe support

AutoCAD SHX Text Anchor pipe to hog panel with 16 GA. coated tie wire @ 2' spacing

AutoCAD SHX Text

HOG PANEL IS REQUIRED FOR END ENCLOSURES

AutoCAD SHX Text Trash Rack Detail For Water Control Structure

AutoCAD SHX Text Attach end closure made with cut hog panel to fit tight to pipe. Fasten with tie wire and attach to the pipe support

AutoCAD SHX Text T-Posts installed on both sides of pipe vertically through trash rack and adjacent to pipe. No more than 6' spacing between post. Fasten post to hog panel and cross tie wire around pipe.

AutoCAD SHX Text

GROUND

AutoCAD SHX Text A

AutoCAD SHX Text ____Dia. Pipe

AutoCAD SHX Text Flow

AutoCAD SHX Text W

AutoCAD SHX Text W/2

AutoCAD SHX Text 116" Thick Sheet Of Non-Reinforced Butyl Or Gum Rubber Membrane

AutoCAD SHX Text 12" Minimum Width Stainless Steel Clamp And Connector

AutoCAD SHX Text 1"x 4" Or 2"x 2" Lumber Frame

AutoCAD SHX Text Wood Lumber Frame

AutoCAD SHX Text Or Boards May Have 45° CutCorner

AutoCAD SHX Text

TABLE OF QUANTITIES

AutoCAD SHX Text

W FEET

AutoCAD SHX Text Rubber Sq. Ft.

AutoCAD SHX Text Stainless Steel Clamp

AutoCAD SHX Text Lumber Lin. Ft.

AutoCAD SHX Text No. Of Collars

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

OPTIONAL

AutoCAD SHX Text 5 ft

AutoCAD SHX Text 12"

AutoCAD SHX Text Flow

AutoCAD SHX Text A

AutoCAD SHX Text Rock Check

AutoCAD SHX Text South Wetland Auxiliary Spillway Qty 3 checks

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text Aux Spillway

AutoCAD SHX Text

ROCK GRADATION 3

AutoCAD SHX Text Size

AutoCAD SHX Text % Passing By Weight

AutoCAD SHX Text 50 lb

AutoCAD SHX Text

AutoCAD SHX Text 10 lb

AutoCAD SHX Text 30-70

AutoCAD SHX Text 1 lb

AutoCAD SHX Text 0-16

AutoCAD SHX Text Aux Spillway

AutoCAD SHX Text From Station

AutoCAD SHX Text 12+25

AutoCAD SHX Text To Station

AutoCAD SHX Text 13+25

AutoCAD SHX Text Top Width T (Ft)

AutoCAD SHX Text

AutoCAD SHX Text Check Width (Ft)

AutoCAD SHX Text

AutoCAD SHX Text Check Spacing X (Ft)

AutoCAD SHX Text

AutoCAD SHX Text Number Of Checks

AutoCAD SHX Text

AutoCAD SHX Text Check Depth D (in)

AutoCAD SHX Text

BILL OF MATERIAL

AutoCAD SHX Text 27 Tons

AutoCAD SHX Text Rock gradation shall meet IDOT requirement for Gradation 3 quality designation A or B

AutoCAD SHX Text Top Width =T

AutoCAD SHX Text NOTES: Excavate trench 3' wide. Compact rock backfill by rolling with construction equipment. Finished rock surface will be flush with the ground surface when completed..

AutoCAD SHX Text D=

AutoCAD SHX Text Rock Check sectional view

AutoCAD SHX Text Flow

AutoCAD SHX Text

IN-LINE CONTROL STRUCTURE

AutoCAD SHX Text

AutoCAD SHX Text Principal Spillway Pipe With Inline Control Structure

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text Auxiliary Spillway

AutoCAD SHX Text Wetland Berm

AutoCAD SHX Text Auxiliary Spillway Sta 13+25

AutoCAD SHX Text Auxiliary Spillway Level Control Section with Rock checks 50ft spacing

AutoCAD SHX Text A

AutoCAD SHX Text

PROFILE ON AUXILARY SPILLWAY CENTERLINE

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

AUXILIARY SPILLWAY PLAN

AutoCAD SHX Text Flow

AutoCAD SHX Text Outlet Grade 0.16%-0.94%

AutoCAD SHX Text Natural Grade from pool

AutoCAD SHX Text Outlet

AutoCAD SHX Text Flow

AutoCAD SHX Text Centerline Berm

AutoCAD SHX Text Sta 17+50

AutoCAD SHX Text Inlet

AutoCAD SHX Text Level Control Section

AutoCAD SHX Text

AutoCAD SHX Text Existing Ground Line

AutoCAD SHX Text

NORTH BERM

AutoCAD SHX Text Berm 10:1 side slopes and 12ft top

AutoCAD SHX Text Trash rack starts at station 0+19 Trash rack 16ft long Solid pipe start at station 0+35

AutoCAD SHX Text WCS - Station 0+95

AutoCAD SHX Text North Berm 12 top width 6:1 side slopes

AutoCAD SHX Text Rock Checks

AutoCAD SHX Text Aux Spillway CL

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text North Berm 12 top width 6:1 side slopes

AutoCAD SHX Text South Berm 12 top width 10:1 side slopes

AutoCAD SHX Text North Pool 6:1 side slopes

AutoCAD SHX Text North Berm 12 top width 6:1 side slopes

AutoCAD SHX Text Aux Spillway 20' bottom width 6:1 side slopes

AutoCAD SHX Text North Pool 6:1 side slopes

AutoCAD SHX Text Aux Spillway 6:1 side slopes

AutoCAD SHX Text South Berm 12 top width 10:1 side slopes

AutoCAD SHX Text Aux Spillway 20' bottom width 6:1 side slopes

AutoCAD SHX Text North Berm 12 top width 6:1 side slopes

AutoCAD SHX Text Rock Checks

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Aux Spillway CL

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Pool Excavation

AutoCAD SHX Text South Berm 12 top width 10:1 side slopes

AutoCAD SHX Text Aux Spillway 20' bottom width 6:1 side slopes

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text Strip Material Placement after excavation - depth 0-1ft

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Pool Excavation

AutoCAD SHX Text Strip Material Placement after excavation - depth 0-1ft

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Pool Excavation

AutoCAD SHX Text Strip Material Placement after excavation - depth 0-1ft

AutoCAD SHX Text T-post

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text North Pipe Outlet Channel

AutoCAD SHX Text Pipe Cover Fill 10ft top width 6:1 side slopes

AutoCAD SHX Text Anti-Seep Collar installed 15ft u/s of WCS

AutoCAD SHX Text WCS - Station 1+00

AutoCAD SHX Text Trash rack starts at station 0+24 Trash rack 16ft long Solid pipe start at station 0+40

AutoCAD SHX Text Pipe Outlet Station 1+42

AutoCAD SHX Text T-post - 6ft long

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text South Berm 12 top width 10:1 side slopes

AutoCAD SHX Text North Berm 12 top width 6:1 side slopes

AutoCAD SHX Text

TABLE OF QUANTITIES

AutoCAD SHX Text

W FEET

AutoCAD SHX Text Rubber Sq. Ft.

AutoCAD SHX Text Stainless Steel Clamp

AutoCAD SHX Text Lumber Lin. Ft.

AutoCAD SHX Text No. Of Collars

AutoCAD SHX Text

AutoCAD SHX Text East Ridge Road

AutoCAD SHX Text CoRd 300E - access site by field entrance along CoRd 300E

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text M.Dasenbrock

AutoCAD SHX Text

AutoCAD SHX Text 2.2025

AutoCAD SHX Text

AutoCAD SHX Text Blythe WRE_C3D2022.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/18/25 4:20 PM

AutoCAD SHX Text

BLYTHE WRE

AutoCAD SHX Text

WETLAND RESTORATION

AutoCAD SHX Text

COVERSHEET

AutoCAD SHX Text Corner of East Ridge road and 300E

AutoCAD SHX Text Fayette County, IL County, ILIL

AutoCAD SHX Text Location Map

AutoCAD SHX Text not to scale

AutoCAD SHX Text Fayette County, Illinois

AutoCAD SHX Text Blythe WRE North and South Wetlands

AutoCAD SHX Text Detail Plans for

AutoCAD SHX Text This project involves construction of 2 earthen berms with pipe and WCS

AutoCAD SHX Text INDEX (1. Coversheet Coversheet (2. Plan View Plan View (3. Tile Decommissioning View Tile Decommissioning View (4. Plan View North Berm Plan View North Berm (5. N. Berm Profile/ Pipe Profile N. Berm Profile/ Pipe Profile (6. N. Berm x-sections N. Berm x-sections (7. N. Berm x-sections (2) N. Berm x-sections (2) (8. N. Berm Pipe and Str details N. Berm Pipe and Str details (9. N. Berm trash rack details N. Berm trash rack details (10. N. Berm Aux spillway profile and details N. Berm Aux spillway profile and details (11. N. Berm Aux Spillway x-sections N. Berm Aux Spillway x-sections (12. Plan View - South Berm Plan View - South Berm (13. S. Berm Profile S. Berm Profile (14. S. Berm Pipe profile S. Berm Pipe profile (15. S. Berm x-sections S. Berm x-sections (16. S. Berm x-sections (2) S. Berm x-sections (2) (17. S. Berm Aux Spillway Profile and details S. Berm Aux Spillway Profile and details (18. S. Berm Pipe Details S. Berm Pipe Details (19. S. Berm Trash Rack Details S. Berm Trash Rack Details (20. South Pool SectionsSouth Pool Sections

AutoCAD SHX Text Fayette County

AutoCAD SHX Text Project Location

AutoCAD SHX Text Northeast of intersection of East Ridge Road and 300E

AutoCAD SHX Text Must provide NRCS with DIG number(s) prior to start of construction.

AutoCAD SHX Text Vandalia IL

5) D ist rib ut io n Ai rb us

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AutoCAD SHX Text North Pool Excavation Excavated bottom 524.0 6:1 side slopes

AutoCAD SHX Text North Berm

AutoCAD SHX Text North Pipe&WCS Berm station 7+50

AutoCAD SHX Text North Aux Spillway

AutoCAD SHX Text South Pool Excavation Excavated Bottom Elev - 523.0 6:1 side slopes

AutoCAD SHX Text South Berm

AutoCAD SHX Text South Aux Spillway Graded to ditch

AutoCAD SHX Text South Pipe & WCS Berm Station 17+58

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text East Ridge Road

AutoCAD SHX Text CoRd 300E - access site by field entrance along CoRd 300E

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text M.Dasenbrock

AutoCAD SHX Text

AutoCAD SHX Text 2.2025

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

AutoCAD SHX Text Blythe WRE_C3D2022.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/18/25 4:20 PM

AutoCAD SHX Text

BLYTHE WRE

AutoCAD SHX Text

WETLAND RESTORATION

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text Corner of East Ridge road and 300E

Fayette County, IL County, ILIL

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AutoCAD SHX Text 150ft of tile removal location is approximate contractor to locate tile

AutoCAD SHX Text 350ft of tile removal location is approximate contractor to locate tile

AutoCAD SHX Text 250ft of tile removal location is approximate contractor to locate tile

AutoCAD SHX Text Tile Decommission Procedure The tile decommission trench shall be inspected by NRCS prior to backfill. Contractor is to coordinate the timing to ensure NRCS inspector is present during excavation if contractor wants to backfill immediately after trench is dug. Exploration trench requirements Excavated to minimum depth of flow line of tile Trench can be immediately backfilled in all locations where drains are found and removed after NRCS inspection. If not NRCS inspection completed immediately the open trench shall be have side slopes of trench pulled back at 2:1 slopes, benching is allowed per OSHA standards. Backfill under footprint of berm shall be compacted in 9" lift and trench shall have side slopes of 2:1. Compaction shall be with hand campaction or tamper. Compaction shall exceed adjacent in situ soil. Area outside the berm footprint require no compaction but shall be mounded for settlement. Mounded fill shall not block drainage or divert surface flow NRCS shall be notified of all location tile drains are found. Including any junction of other tile drains Contractor shall provide the following information to NRCS size of drain found type of tile material direction of flow determine if tile drains adjacent property If determined to drain adjacent property, NRCS shall provide additional decommissioning instructions according with IL Drainage Law. Additional criteria will consist of using non-perforated tile of similar material and size under the footprint of the excavated pool and extended a running length of 200' beyond the pool area. If drain does not extend under the the pool area or 200' buffer, the drain shall not be decommissioned and repaired with proper material and fittings and sealed/taped joints. Marked decommission locations are approximate, contractor is to include tile exploration trenches to ensure location of tile with NRCS presence. The exploration trenches are responsibly of the contractor and that additional footage is not accounted in provided footage

AutoCAD SHX Text North Pool Excavation Excavated bottom 524.0 6:1 side slopes

AutoCAD SHX Text North Berm

AutoCAD SHX Text North Pipe&WCS Berm station 7+50

AutoCAD SHX Text North Aux Spillway

AutoCAD SHX Text South Pool Excavation Excavated Bottom Elev - 523.0 6:1 side slopes

AutoCAD SHX Text South Berm

AutoCAD SHX Text South Aux Spillway Graded to ditch

AutoCAD SHX Text South Pipe & WCS Berm Station 17+58

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text CoRd 300E - access site by field entrance along CoRd 300E

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text M.Dasenbrock

AutoCAD SHX Text

AutoCAD SHX Text 2.2025

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

AutoCAD SHX Text Blythe WRE_C3D2022.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/18/25 4:20 PM

AutoCAD SHX Text

BLYTHE WRE

AutoCAD SHX Text

WETLAND RESTORATION

AutoCAD SHX Text

PLAN VIEW (TILE DECOMMISION)

AutoCAD SHX Text Corner of East Ridge road and 300E

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Sheet 4

AutoCAD SHX Text 350ft of tile removal location is approximate contractor to locate tile

AutoCAD SHX Text 250ft of tile removal location is approximate contractor to locate tile

AutoCAD SHX Text North Pool Excavation Excavated bottom 524.0 6:1 side slopes

AutoCAD SHX Text North Berm

AutoCAD SHX Text North Pipe&WCS Berm station 7+50

AutoCAD SHX Text North Aux Spillway

AutoCAD SHX Text South Pipe & WCS Berm Station 17+58

AutoCAD SHX Text C

AutoCAD SHX Text CoRd 300E - access site by field entrance along CoRd 300E

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text M.Dasenbrock

AutoCAD SHX Text

AutoCAD SHX Text 2.2025

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

AutoCAD SHX Text Blythe WRE_C3D2022.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/18/25 4:20 PM

AutoCAD SHX Text

BLYTHE WRE

AutoCAD SHX Text

WETLAND RESTORATION

AutoCAD SHX Text

PLAN VIEW NORTH WETLAND

AutoCAD SHX Text Corner of East Ridge road and 300E ra l R es ou rc es

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Sheet 5

AutoCAD SHX Text Outlet Channel Excavation 5ft bottom width 6:1 side slopes

AutoCAD SHX Text Pipe Cover Fill 10ft top width 6:1 side slopes

AutoCAD SHX Text Anti-Seep Collar installed 10ft u/s of WCS

AutoCAD SHX Text Trash rack starts at station 0+19 Trash rack 16ft long Solid pipe start at station 0+35

AutoCAD SHX Text WCS - Station 0+95

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text M.Dasenbrock

AutoCAD SHX Text

AutoCAD SHX Text 2.2025

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

AutoCAD SHX Text Blythe WRE_C3D2022.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

7/8/25 12:27 PM

AutoCAD SHX Text

BLYTHE WRE

AutoCAD SHX Text

WETLAND RESTORATION

AutoCAD SHX Text

NORTH BERM PROFILE

AutoCAD SHX Text Corner of East Ridge road and 300E ra l R es ou rc es

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AutoCAD SHX Text North Berm 12 top width 6:1 side slopes

AutoCAD SHX Text North Pool 6:1 side slopes

AutoCAD SHX Text South Berm 12 top width 10:1 side slopes

AutoCAD SHX Text North Berm 12 top width 6:1 side slopes

AutoCAD SHX Text South Berm 12 top width 10:1 side slopes

AutoCAD SHX Text North Pool 6:1 side slopes

AutoCAD SHX Text North Berm 12 top width 6:1 side slopes

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text M.Dasenbrock

AutoCAD SHX Text

AutoCAD SHX Text 2.2025

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

AutoCAD SHX Text Blythe WRE_C3D2022.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

7/8/25 12:27 PM

AutoCAD SHX Text

BLYTHE WRE

AutoCAD SHX Text

WETLAND RESTORATION

AutoCAD SHX Text

NORTH BERM SECTIONS

AutoCAD SHX Text Corner of East Ridge road and 300E ra l R es ou rc es

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AutoCAD SHX Text North Berm 12 top width 6:1 side slopes

AutoCAD SHX Text Aux Spillway 6:1 side slopes

AutoCAD SHX Text North Berm 12 top width 6:1 side slopes

AutoCAD SHX Text North Pool 6:1 side slopes

AutoCAD SHX Text North Berm 12 top width 6:1 side slopes

AutoCAD SHX Text South Berm 12 top width 10:1 side slopes

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text M.Dasenbrock

AutoCAD SHX Text

AutoCAD SHX Text 2.2025

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

AutoCAD SHX Text Blythe WRE_C3D2022.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

7/8/25 12:27 PM

AutoCAD SHX Text

BLYTHE WRE

AutoCAD SHX Text

WETLAND RESTORATION

AutoCAD SHX Text

NORTH BERM SECTIONS (2)

AutoCAD SHX Text Corner of East Ridge road and 300E ra l R es ou rc es

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AutoCAD SHX Text

TABLE OF QUANTITIES

AutoCAD SHX Text

ITEM

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text Embankment Earthfill

AutoCAD SHX Text Cu. Yd.

AutoCAD SHX Text 4,310

AutoCAD SHX Text Stripping of footprint (use at topsoiling)

AutoCAD SHX Text Cu. Yd.

AutoCAD SHX Text 1,584

AutoCAD SHX Text PVC Pipe 12" Dia, SDR 26

AutoCAD SHX Text L.F.

AutoCAD SHX Text

AutoCAD SHX Text Control Structure 12" Dia x 6' High, 16" Weir Length

AutoCAD SHX Text Ea

AutoCAD SHX Text

AutoCAD SHX Text Antiseep Collar (pvc) 5' x 5'

AutoCAD SHX Text Ea

AutoCAD SHX Text

AutoCAD SHX Text 60" t-post with 8ft PVC marker post

AutoCAD SHX Text Ea

AutoCAD SHX Text

AutoCAD SHX Text Trash Rack - see addtional sheets

AutoCAD SHX Text Ea

AutoCAD SHX Text

AutoCAD SHX Text Animal guard

AutoCAD SHX Text Ea

AutoCAD SHX Text

AutoCAD SHX Text In-Line Control Structure (See Note 1 & 2)

AutoCAD SHX Text El-523.8

AutoCAD SHX Text

TYPICAL BERM CROSS SECTION

AutoCAD SHX Text Animal Guard

AutoCAD SHX Text Trash Rack -see additional sheet for details

AutoCAD SHX Text Top of Settled Berm El 528.5

AutoCAD SHX Text Auxiliary Spillway El 527.5

AutoCAD SHX Text Top Of Stoplog Maximum El 527.0

AutoCAD SHX Text Top Of Constructed Fill El 528.9 Allow 10% For Settlement

AutoCAD SHX Text Pipe (See Note 3 and Table of Quantites)

AutoCAD SHX Text Pipe Outlet El 523.6

AutoCAD SHX Text Anti Seep Collar

AutoCAD SHX Text Earthfill

AutoCAD SHX Text Inlet El. 524.2

AutoCAD SHX Text

AutoCAD SHX Text Outlet Channel El 523.6

AutoCAD SHX Text

NORTH BERM

AutoCAD SHX Text Flow

AutoCAD SHX Text

IN-LINE CONTROL STRUCTURE

AutoCAD SHX Text

AutoCAD SHX Text Principal Spillway Pipe With Inline Control Structure

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text Auxiliary Spillway

AutoCAD SHX Text Wetland Berm

AutoCAD SHX Text Auxiliary Spillway Sta 2+00

AutoCAD SHX Text Auxiliary Spillway Level Control Section with Rock checks 50ft spacing

AutoCAD SHX Text A

AutoCAD SHX Text

PROFILE ON AUXILARY SPILLWAY CENTERLINE

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

AUXILIARY SPILLWAY PLAN

AutoCAD SHX Text Flow

AutoCAD SHX Text Outlet Grade 0.64%

AutoCAD SHX Text Natural Grade from pool

AutoCAD SHX Text Outlet

AutoCAD SHX Text Flow

AutoCAD SHX Text Centerline Berm

AutoCAD SHX Text Sta 7+50

AutoCAD SHX Text Inlet

AutoCAD SHX Text Level Control Section

AutoCAD SHX Text

AutoCAD SHX Text Existing Ground Line

AutoCAD SHX Text

NORTH BERM

AutoCAD SHX Text

AutoCAD SHX Text M.Dasenbrock

AutoCAD SHX Text

AutoCAD SHX Text 2.2025

AutoCAD SHX Text

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Blythe WRE_C3D2022.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/20/25 2:02 PM

AutoCAD SHX Text

BLYTHE WRE

AutoCAD SHX Text

WETLAND RESTORATION

AutoCAD SHX Text

NORTH BERM DETAILS

AutoCAD SHX Text Corner of East Ridge road and 300E ra l R es ou rc es

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Sheet 9

AutoCAD SHX Text

TABLE OF QUANTITIES- TRASH RACK

AutoCAD SHX Text

ITEM

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text 34"x16' LONG 4 GA. HOG PANEL

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text Pipe with 2" holes - minimum 14 FT. LONG

AutoCAD SHX Text Pipe without holes

AutoCAD SHX Text 34"x16' long #4 GA. Hog Panel

AutoCAD SHX Text Fasten with 16 GA. coated tie wire @ 2' spacing

AutoCAD SHX Text Pipe with 2" diameter holes drilled a minimun of 16 holes per foot all around the pipe

AutoCAD SHX Text 34"x16' long #4 GA. hog panel

AutoCAD SHX Text Cap or Wire basket on end

AutoCAD SHX Text Fasten ends and edges with 16 GA. coated tie wire @ 2' spacing

AutoCAD SHX Text

BERM

AutoCAD SHX Text Attach end closure made with cut hog panel. Fasten with tie wire and attach to the pipe support

AutoCAD SHX Text Anchor pipe to hog panel with 16 GA. coated tie wire @ 2' spacing

AutoCAD SHX Text

HOG PANEL IS REQUIRED FOR END ENCLOSURES

AutoCAD SHX Text Trash Rack Detail For Water Control Structure

AutoCAD SHX Text Attach end closure made with cut hog panel to fit tight to pipe. Fasten with tie wire and attach to the pipe support

AutoCAD SHX Text T-Posts installed on both sides of pipe vertically through trash rack adjacent to pipe. No more than 6' spacing between post. Fasten post to hog panel and cross tie wire around pipe.

AutoCAD SHX Text

GROUND

AutoCAD SHX Text T-post

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text ____Dia. Pipe

AutoCAD SHX Text Flow

AutoCAD SHX Text W

AutoCAD SHX Text W/2

AutoCAD SHX Text 116" Thick Sheet Of Non-Reinforced Butyl Or Gum Rubber Membrane

AutoCAD SHX Text 12" Minimum Width Stainless Steel Clamp And Connector

AutoCAD SHX Text 1"x 4" Or 2"x 2" Lumber Frame

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 May 7, 2026.