C04 - ATTACHMENT 3 - Don Knoblett 160_Detail Plans.pdf
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- Solicitation number
- 12FPC126Q0041
About this file
This file contains detail plans and technical drawings for the Knoblett Wetland Agricultural Conservation Easement Program (ACEP) project located in Crawford County, Illinois (T7N, R11W, Section 13). The project involves excavation and creation of ditch blocks and habitat mounds as part of a wetland restoration initiative by the Natural Resources Conservation Service (NRCS), a division of the United States Department of Agriculture.
The technical specifications include construction details for Pool A (a borrow pit with 6:1 side slopes, total excavation of 602,963 cubic yards of stripped material and 151,167 cubic yards for ditch block construction), a 100-foot-wide spillway with 6:1 side slopes, and two ditch blocks with embankment construction. Ditch Block 1 features a 1,609-square-yard embankment with stripped material placement and 0.68 acres of seeding, while Ditch Block 2 includes a 4,053-square-yard embankment with similar specifications. The project includes a 100-foot-wide spillway with 6:1 side slopes, rock rip-rap stabilization (15x24x120 inches typical), and seeding of 1.40 acres. Cross-sectional profiles and elevation details are provided throughout the plans at various stations (10+50 through 18+00), with existing ground conditions, proposed excavation limits, and finished grades clearly marked. The document requires NRCS to obtain DIG numbers prior to construction commencement and includes detailed site maps showing the project location relative to the Wabash River and local roadways.
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© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
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COVERSHEET
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CRAWFORD COUNTY, ILLINOIS
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ACEP
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KNOBLETT WETLAND
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AutoCAD SHX Text This project involves excavation and creating ditch blocks and habitat mounds.
AutoCAD SHX Text INDEX (1. Coversheet Coversheet (2. Location Map Location Map (3. Site Map Site Map (4. Flood Map Flood Map (5-8. Plan Views(1-4) Plan Views(1-4) (9. Pool A and Spillway Profile Pool A and Spillway Profile (10. Ditch Block 1 & 2 Profile Ditch Block 1 & 2 Profile (11-12. Pool A X-Sections (13-14 Spillway X-Sections (15-16 Ditch Block 1 X-Section (17-18 Ditch Block 2 X-Sections
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CRAWFORD COUNTY, IL
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AutoCAD SHX Text T 7N, R 11W, Section 13
AutoCAD SHX Text Must provide NRCS with DIG number(s) prior to start of construction.
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LOCATION MAP
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AutoCAD SHX Text Pool A (Borrow Pit) Total Excavation 5755CY Stripped Material 1454CY Material for ditch block 4513CY 1.8 acres Excavation Elev. 425.0 Finished grade Elev. 426.2
AutoCAD SHX Text Ditch Block 2 Embankment 1610CY Stripped material to be used on top of ditch block Seeding 0.88 acres Top Elev. 429.80
AutoCAD SHX Text Ditch Block 1 Embankment 4053CY Stripped material to be used on top of ditch block Seeding 1.05 acres Top elev. 429.80
AutoCAD SHX Text 100' wide Spillway w/ 6:1 side slopes Total Excavation 2061CY Stripped material 911CY Material for ditch block 1150CY Seeding 1.40 acres
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AutoCAD SHX Text End Ditch block 1 Station 18+40
Pool A (Borrow Pit) Total Excavation 6029CY Stripped Material 1511CY Material for ditch block 4518CY 1.68 acres Excavation Elev. 425.0 Finished grade Elev. 426.2
Natural Resources Conservation Service
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AutoCAD SHX Text Pool A (Borrow Pit) Total Excavation 5755CY Stripped Material 1454CY Material for ditch block 4513CY 1.8 acres Excavation Elev. 425.0 Finished grade Elev. 426.2
AutoCAD SHX Text Ditch Block 2 Embankment 1610CY Stripped material to be used on top of ditch block Seeding 0.88 acres Top Elev. 429.80
Spoil area for trees, brush and woody material.
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AutoCAD SHX Text 100' wide Spillway w/ 6:1 side slopes Total Excavation 2061CY Stripped material 911CY Material for ditch block 1150CY Seeding 1.40 acres
AutoCAD SHX Text Pool A (Borrow Pit) Total Excavation 5755CY Stripped Material 1454CY Material for ditch block 4513CY 1.8 acres Excavation Elev. 425.0 Finished grade Elev. 426.2
Spoil area for trees, brush and woody material.
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PROFILES (2)
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Spillway Excavation
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6:1 side slope on pool
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SPILLWAY X-SECTION(1)
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| DKnoblett_C3D_2-3-2025_1-Coversheet |
| Sheets and Views |
| Coversheet |
| DKnoblett_C3D_2-3-2025_1-Location Map |
| Sheets and Views |
| Location Map |
| DKnoblett_C3D_2-3-2025_1-Flood Zone Map |
| Sheets and Views |
| Flood Zone Map |
| DKnoblett_C3D_2-3-2025_1-Site Layout |
| Sheets and Views |
| Site Layout |
| DKnoblett_C3D_3-10-2025-Plan View (1) |
| Sheets and Views |
| Plan View (1) |
| DKnoblett_C3D_3-10-2025-Plan View (2) |
| Sheets and Views |
| Plan View (2) |
| DKnoblett_C3D_3-10-2025-Plan View (3) |
| Sheets and Views |
| Plan View (3) |
| DKnoblett_C3D_3-10-2025-Profiles(1) |
| Sheets and Views |
| Profiles(1) |
| DKnoblett_C3D_3-10-2025-Profiles (2) |
| Sheets and Views |
| Profiles (2) |
| DKnoblett_C3D_3-10-2025-Pool A X-Section (1) |
| Sheets and Views |
| Pool A X-Section (1) |
| DKnoblett_C3D_3-10-2025-Pool A X-Section (2) |
| Sheets and Views |
| Pool A X-Section (2) |
| DKnoblett_C3D_2-3-2025_1-Pool A X-Section (1) |
| Sheets and Views |
| Pool A X-Section (1) |
| DKnoblett_C3D_3-10-2025-Ditch Block 1 X-Section(1) |
| Sheets and Views |
| Ditch Block 1 X-Section(1) |
| DKnoblett_C3D_3-10-2025-Ditch Block 1 X-Section(2) |
| Sheets and Views |
| Ditch Block 1 X-Section(2) |
| DKnoblett_C3D_3-10-2025-Ditch Block 2 X-Section(1) |
| Sheets and Views |
| Ditch Block 2 X-Section(1) |
| DKnoblett_C3D_3-10-2025-Ditch Block 2 X-Section(2) |
| Sheets and Views |
| Ditch Block 2 X-Section(2) |
| DKnoblett_C3D_3-10-2025-Spillway X-Section(1) |
| Sheets and Views |
| Spillway X-Section(1) |
| DKnoblett_C3D_3-10-2025-Spillway X-Section(2) |
| Sheets and Views |
| Spillway X-Section(2) |
| DKnoblett_C3D_3-10-2025-Pool A X-Section (2).pdf |
| Sheets and Views |
| Pool A X-Section (2) |
| DKnoblett_C3D_3-10-2025-Pool A X-Section (1).pdf |
| Sheets and Views |
| Pool A X-Section (1) |
| DKnoblett_C3D_3-10-2025-Plan View (2).pdf |
| Sheets and Views |
| Plan View (2) |
| 2025-04-25T11:15:24-0500 | |
| MATT DASENBROCK |
File details come from the government source that posted it. Updated .