Attachment 1 - DU Project Plans.pdf

PDF 2 MB Posted Feb 21, 2025

Attached to: DNR Sanganois- Riprap and Aluminum Water Control Structure Components
Solicitation number: 25-422DNR-DIREC-B-46663
Issued by: Champaign County, Illinois

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Written by GovTribe AI · Mar 3, 2025

This is a set of engineering plans and specifications for a water control structure replacement project at the Sanganois State Fish & Wildlife Area in Cass County, Illinois, being undertaken by Ducks Unlimited, Inc. in cooperation with the Illinois Department of Natural Resources (IDNR Project Number: 4-22-045). The project involves replacing structures at two sites - a north and south location - and includes installation of aluminum water control structures, concrete spillways, riprap protection, berms, and associated site improvements. The plans consist of 26 detailed sheets covering specifications, site plans, existing conditions, proposed improvements, and construction details for both locations. The project is dated November 26, 2024 with plans expiring November 30, 2025.

The project requires significant material quantities including excavation, embankment construction, aluminum water control structures, precast concrete bridge beams, cast-in-place reinforced concrete, multiple classes of riprap, bedding materials, base rock, and shot rock. Key construction requirements include retaining a geotechnical engineer for soil analysis, coordinating spoil material placement, installing erosion control measures, and completing seeding and mulching. The contractor is responsible for all site safety and must coordinate with IDNR regarding tree removal and material stockpiling. The plans include detailed specifications for concrete strength (4000 PSI), air entrainment requirements, and bridge loading design criteria (HS20 truck loading).

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File	Type	Posted
Attachment 2 - DU Specifications~1.pdf	PDF	Feb 21, 2025
Scope of Work - Small 2~11.docx	DOCX document	Feb 21, 2025
Standard Illinois Certifications v.23.1~2.pdf	PDF	Feb 21, 2025
Standard Terms and Conditions V23.2~59.pdf	PDF	Feb 21, 2025

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NOTICE: Construction site safety is the sole responsibility of the contractor. Ducks Unlimited, Inc. shall not assume any responsibility for the safety of the work performed, persons engaged in the work, nearby structures, or of other persons on-site.

This material, data and information is the property of Ducks Unlimited, Inc. It may not be used or reproduced for any purpose without the prior written consent of an authorized agent of Ducks Unlimited, Inc. Ducks Unlimited, Inc. makes no representation or warranty of any kind regarding this material, data and information, including, but not limited to, the accuracy of the material, data and information or its suitability for any purpose. All use of the material, data and information is at the users sole risk. By using any of this material, data and information, user agrees that Ducks Unlimited, Inc. is not responsible for their use of the material, data and information or the results thereof.

Know what's below.

Call before you dig.

SANGANOIS WALK-IN

STRUCTURE REPLACEMENT

SANGANOIS STATE FISH & WILDLIFE AREA

CASS COUNTY, IL

IN COOPERATION WITH

ILLINOIS DEPARTMENT OF NATURAL RESOURCES

PROJECT LOCATION

PROJECT LOCATION MAP

MAURER-STUTZ, INC. ILLINOIS PROFESSIONAL DESIGN FIRM 184-005754

PLANS PREPARED BY:

"WORKING with YOU by DESIGN"

ILLINOIS PROFESSIONAL DESIGN FIRM LICENSE #184-005754

3116 N. DRIES LANE, STE 100 PEORIA, ILLINOIS 61615

PH. (309) 693-7615 FAX (309) 693-7616

1670 EAST ASH STREET CANTON, ILLINOIS 61520

PH. (309) 647-7831 FAX (309) 647-6155

SHEET INDEX

1. COVER SHEET

2. SPECIFICATION, GENERAL NOTES AND QUANTITIES

3. SCHEDULES

4. OVERALL SITE PLAN

5. EXISTING CONDITIONS & TOPO - SOUTH STRUCTURE SITE

6. EXISTING CONDITIONS & TOPO - NORTH STRUCTURE SITE

7. PROPOSED SOUTH SITE - BERM IMPROVEMENTS PLAN & PROFILE

8. PROPOSED SOUTH SITE - STRUCTURE PLAN & PROFILE

9. PROPOSED SOUTH SITE - GRADING PLAN

10. PROPOSED NORTH SITE - BERM IMPROVEMENTS PLAN & PROFILE

11. PROPOSED NORTH SITE - STRUCTURE PLAN & PROFILE

12. PROPOSED NORTH SITE - BERM CROSS SECTIONS

13. PROPOSED NORTH SITE - GRADING PLAN

14. ALUMINUM WATER CONTROL STRUCTURE DETAILS - SHEET 1

15. ALUMINUM WATER CONTROL STRUCTURE DETAILS - SHEET 2

16. ALUMINUM WATER CONTROL STRUCTURE DETAILS - SHEET 3

17. SOUTH WATER CONTROL STRUCTURE DETAILS - 1

18. SOUTH WATER CONTROL STRUCTURE DETAILS - 2

19. SOUTH WATER CONTROL STRUCTURE DETAILS - 3

20. SOUTH WATER CONTROL STRUCTURE DETAILS - 4

21. BERM AND SPILLWAY SECTIONS

22. PRINCIPAL AND AUXILIARY SPILLWAY DETAIL DETAIL

23. SOUTH SITE CONCRETE SPILLWAY DETAIL

24. NORTH SITE CONCRETE SPILLWAY DETAIL

25. PROPOSED SOUTH SITE - EROSION & POLLUTION CONTROL PLAN

26. PROPOSED NORTH SITE - EROSION & POLLUTION CONTROL PLAN

ILLINOIS

IDNR PROJECT NUMBER: 4-22-045

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ON:

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PROJECT

LOCATION

DATE: 11-26-2024

EXP.: 11-30-2025

NOTE: ITEMS TO BE PROVIDED

ARE OUTLINED IN RED ON THE

SHEETS BELOW

PROJECT NOTES:

1. BID ITEM FOR MOBILIZATION SHALL INCLUDE THE SUPPLY OF ALL LABOR, MATERIAL AND EQUIPMENT TO TRANSPORT ALL

NEEDED LABOR, MATERIAL AND EQUIPMENT, TO AND FROM THE PROJECT SITE, TO SUCCESSFULLY COMPLETE THE PROJECT AS

SHOWN ON THE PLANS.

2. BID ITEM FOR SITE PREPARATION SHALL INCLUDE THE SUPPLY OF ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO PREPARE SITE FOR CONSTRUCTION BY CLEARING ANY VEGETATION/TREES AND REMOVING/REINSTALLING EXISTING RIPRAP ON SITE. EXISTING RIPRAP SHALL BE REMOVED AND STORED ONSITE. EXISTING RIPRAP SHALL BE REINSTALLED ALONG THE SIDE SLOPES OF THE RIPRAP SPILLWAY ON THE NORTH END TO SUPPLEMENT PROPOSED RIPRAP. THE WORK SHALL INCLUDE

REMOVAL OF ALL TREES, ROOTS, AND ALL OTHER SURFACE LITTER IN ITS ENTIRETY.

3. BID ITEM FOR EXCAVATION SHALL INCLUDE THE SUPPLY OF ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO EXCAVATE MATERIAL AS SHOWN ON THE PLANS. EXCAVATED MATERIAL SHALL BE EVALUATED BY ENGINEER TO DETERMINE IF ACCEPTABLE FOR PLACEMENT WITHIN THE BERM. EXCAVATED MATERIAL NOT SUITABLE FOR PLACEMENT WITHIN THE BERM SHALL BE TAKEN TO THE PARKING LOT NEAR THE NORTH STRUCTURE FOR PLACEMENT. CONTRACTOR SHALL COORDINATE WITH ENGINEER ON EXACT PLACEMENT OF SPOIL MATERIAL AND SHOULD ASSUME THAT THE SOILS WILL NEED TO BE SHAPED

INTO A BERM AND SEEDED.

4. BID ITEM FOR EMBANKMENT CONSTRUCTION SHALL INCLUDE THE SUPPLY OF ALL LABOR, EQUIPMENT, AND MATERIAL REQUIRED TO RETAIN A GEOTECHNICAL ENGINEER, EXCAVATE, HAUL, PLACE, AND COMPACT FILL MATERIAL TO CONSTRUCT EARTHWORK. CONTRACTOR SHALL BRING SUITABLE, CLEAN, EARTHEN MATERIAL TO THIS SITE FROM AN OFF-SITE SOURCE.

CONTRACTOR SHALL RETAIN A GEOTECHNICAL ENGINEER TO COMPLETE A SOIL ANALYSIS ON PROPOSED EMBANKMENT MATERIAL AND PRESENT FINDINGS TO ENGINEER FOR APPROVAL PRIOR TO BRINGING MATERIAL TO THE PROJECT SITE.

5. BID ITEM FOR ALUMINUM WATER CONTROL STRUCTURE (WCS) - SHALL INCLUDE THE SUPPLY OF ALL LABOR, EQUIPMENT, AND MATERIALS NECESSARY TO PURCHASE, FABRICATE, AND INSTALL THE WCS AS SHOWN ON THE PLANS. ANY CONDUIT, APPURTENANCES, OR HARDWARE, AND DU CLASS I RIPRAP NEEDED FOR THE ALUMINUM WATER CONTROL STRUCTURE IS

CONSIDERED INCIDENTAL TO THE BID ITEM ALUMINUM WATER CONTROL STRUCTURE.

6. BID ITEM FOR STRUCTURE AND CULVERT APPURTENANCES - ALUMINUM COMPONENTS SHALL INCLUDE THE SUPPLY OF ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO PURCHASE, FABRICATE, AND INSTALL ALL ALUMINUM COMPONENTS SHOWN IN THE PLANS. THIS INCLUDES ALL STOPLOGS, STOPLOG GUIDES, AND STOPLOG LIFTING HOOKS.

7. BID ITEM FOR PRECAST CONCRETE BRIDGE BEAMS SHALL INCLUDE THE SUPPLY OF ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO PURCHASE, HAUL, AND INSTALL BID ITEM AS SHOWN IN THE PLANS. TWO PRECAST CONCRETE BRIDGE BEAMS WILL REQUIRE CURB. CURB WILL BE CONSIDERED INCIDENTAL TO BID ITEM PRECAST CONCRETE BRIDGE BEAMS.

GROUT, ANCHOR BOLTS, ELASTOMERIC BEARING PADS, AND REQUIRED HARDWARE ARE CONSIDERED INCIDENTAL TO BID

ITEM PRECAST CONCRETE BRIDGE BEAMS.

8. BID ITEM FOR CAST-IN-PLACE REINFORCED CONCRETE SHALL INCLUDE THE SUPPLY OF ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO INSTALL BID ITEM AS SHOWN IN THE PLANS. STEEL REINFORCEMENT BAR IS CONSIDERED

INCIDENTAL TO THE BID ITEM CAST-IN-PLACE REINFORCED CONCRETE.

9. BID ITEM FOR DU CLASS III RIPRAP SHALL INCLUDE THE SUPPLY OF ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO PURCHASE, HAUL, AND PLACE BID ITEM AS SHOWN ON THE PLANS. NON-WOVEN FILTER FABRIC IS REQUIRED BENEATH ALL ROCK/RIPRAP AND SHALL BE SECURED TO SLOPES AND BOTTOMS USING PINS AS NOTED IN SPECIFICATION 305. QUANTITY IS BASED ON TONS. CONTRACTOR SHALL PROVIDE SCALE TICKETS WITH WEIGHTS INCLUDING TARE WEIGHTS, GROSS

WEIGHTS, AND NET WEIGHTS OF MATERIAL DELIVERED.

10. BID ITEM FOR DU CLASS IV RIPRAP SHALL INCLUDE THE SUPPLY OF ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO PURCHASE, HAUL, AND PLACE BID ITEM AS SHOWN ON THE PLANS. NON-WOVEN FILTER FABRIC IS REQUIRED BENEATH ALL ROCK/RIPRAP AND SHALL BE SECURED TO SLOPES AND BOTTOMS USING PINS AS NOTED IN SPECIFICATION 305. QUANTITY IS BASED ON TONS. CONTRACTOR SHALL PROVIDE SCALE TICKETS WITH WEIGHTS INCLUDING TARE WEIGHTS, GROSS

WEIGHTS, AND NET WEIGHTS OF MATERIAL DELIVERED.

11. BID ITEM FOR DU RIPRAP BEDDING SHALL INCLUDE THE SUPPLY OF ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO PURCHASE, HAUL, AND PLACE BID ITEM AS SHOWN ON THE PLANS. QUANTITY IS BASED ON TONS. CONTRACTOR SHALL PROVIDE SCALE TICKETS WITH WEIGHTS INCLUDING TARE WEIGHTS, GROSS WEIGHTS, AND NET WEIGHTS OF MATERIAL

DELIVERED.

12. BID ITEM FOR SELECT STRUCTURAL FILL SHALL INCLUDE THE SUPPLY OF ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO PURCHASE, HAUL, AND PLACE BID ITEM AT THE NORTH SITE - SPILLWAY AS SHOWN ON THE PLANS. QUANTITY IS BASED ON TONS. CONTRACTOR SHALL PROVIDE SCALE TICKETS WITH WEIGHTS INCLUDING TARE WEIGHTS, GROSS WEIGHTS, AND

NET WEIGHTS OF MATERIAL DELIVERED.

13. BID ITEM FOR BASE ROCK SHALL INCLUDE THE SUPPLY OF ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO PURCHASE, HAUL, AND PLACE BID ITEM AS SHOWN ON THE PLANS. NON-WOVEN FILTER FABRIC IS REQUIRED BENEATH ALL ROCK/RIPRAP AND SHALL BE SECURED TO SLOPES AND BOTTOMS USING PINS AS NOTED IN SPECIFICATION 305. QUANTITY IS BASED ON TONS. CONTRACTOR SHALL PROVIDE SCALE TICKETS WITH WEIGHTS INCLUDING TARE WEIGHTS, GROSS WEIGHTS, AND NET WEIGHTS OF MATERIAL DELIVERED. ENGINEER APPROVED COMPACTION EFFORT SHALL BE REQUIRED ON ALL BASE ROCK PLACED UNDER STRUCTURES. CA-6 AGGREGATE SHALL BE PLACED AS BASE ROCK UNDER STRUCTURES.

14. BID ITEM FOR SHOT ROCK SHALL INCLUDE THE SUPPLY OF ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO PURCHASE, HAUL, AND PLACE BID ITEM AS SHOWN ON THE PLANS. NON-WOVEN FILTER FABRIC IS REQUIRED BENEATH ALL ROCK/RIPRAP AND SHALL BE SECURED TO SLOPES AND BOTTOMS USING PINS AS NOTED IN SPECIFICATION 305. QUANTITY IS BASED ON TONS. CONTRACTOR SHALL PROVIDE SCALE TICKETS WITH WEIGHTS INCLUDING TARE WEIGHTS, GROSS

WEIGHTS, AND NET WEIGHTS OF MATERIAL DELIVERED.

15. BID ITEM FOR REMOVAL OF EXISTING CULVERTS AND STRUCTURES SHALL INCLUDE THE SUPPLY OF ALL LABOR, MATERIAL, AND EQUIPMENT NEEDED TO EXCAVATE, REMOVE, AND BACKFILL STRUCTURES AS SHOWN IN THE PLANS. THIS WORK INCLUDES THE REMOVAL OF THE EXISTING WATER CONTROL STRUCTURE ON THE NORTH END AND SHEET PILE ON THE SOUTH END. ANY STRUCTURES REMOVED SHALL BE DISPOSED OF BY CONTRACTOR OFF SITE. BACKFILL MATERIAL MUST BE

SUITABLE MATERIAL APPROVED BY ENGINEER.

16. BID ITEM FOR BERM AND ACCESS ROAD SURFACING SHALL INCLUDE THE SUPPLY OF ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO COMPLETE THE DIKE AND/OR ACCESS ROAD SURFACING AS SHOWN ON THE PLANS AND/OR SPECIFIED HEREIN. THIS WORK SHALL INCLUDE PREPARING SUBGRADE, AND FURNISHING AND INSTALLING THE SURFACING ON THE DIKE OR ACCESS ROAD AS SHOWN ON THE PLANS AND IN ACCORDANCE WITH DU SPECIFICATION 316. NON-WOVEN FILTER FABRIC IS REQUIRED BENEATH ALL ROCK/RIPRAP AND SHALL BE SECURED TO SLOPES AND BOTTOMS USING PINS AS NOTED IN SPECIFICATION 305. QUANTITY IS BASED ON TONS. CONTRACTOR SHALL PROVIDE SCALE TICKETS WITH WEIGHTS INCLUDING TARE WEIGHTS, GROSS WEIGHTS, AND NET WEIGHTS OF MATERIAL DELIVERED. MATERIAL FOR BID ITEM BERM

AND ACCESS ROAD SURFACING SHALL BE CA-6 MATERIAL.

17. THE BID ITEM FOR SOIL EROSION AND POLLUTION CONTROL SHALL INCLUDE THE SUPPLY, INSTALLATION, AND MAINTENANCE OF ALL MATERIALS, IN COMPLIANCE WITH ILLINOIS DNR REGULATIONS. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF WORK, AND WILL BE MAINTAINED UNTIL FINAL STABILIZATION OF THE SITE. CONTRACTOR SHALL MAINTAIN, INSPECT, AND PROVIDE ALL PROPER RECORDING AND REPORTING ACCORDING TO THE PERMIT REGULATIONS.

18. BID ITEM FOR SEEDING AND MULCHING SHALL INCLUDE ALL WORK REQUIRED TO SPREAD MULCH AND SEED AS SPECIFIED.

ILLINOIS DNR WILL PROVIDE CONTRACTOR WITH CORRECT SEED MIXTURE TO PURCHASE.

SPECIFICATIONS

101 GENERAL CONDITIONS

102 SUPPLEMENTAL CONDITIONS

201 MOBILIZATION

202 SITE PREPARATION

203 EXCAVATION

204 EMBANKMENT CONSTRUCTION

301 WATER CONTROL STRUCTURES

302 STRUCTURE AND CULVERT APPURTENANCES

303 CULVERT AND PIPE INSTALLATION

304 CAST-IN-PLACE REINFORCED CONCRETE

305 RIPRAP, REVETMENT AND AGGREGATE PLACEMENT

311 REMOVAL OF EXISTING CULVERTS AND STRUCTURES

316 DIKE AND ACCESS ROAD SURFACING

401 SOIL EROSION AND POLLUTION CONTROL

402 SEEDING AND MULCHING

CONCRETE

LEGEND

EXISTING & PROPOSED MAJOR CONTOUR

EXISTING & PROPOSED MINOR CONTOUR

EXISTING TREE LINE

EXISTING EDGE OF RIPRAP

EXISTING EDGE OF ROAD

EXISTING PIPE

EXISTING EDGE OF WATER

EXISTING ROAD CENTERLINE

DU CLASS III AND IV RIPRAP

BERM AND ACCESS ROAD SURFACING

MARSH/WATER

HORIZONTAL CONTROL

SILT FENCE

BORROW AREA

GENERAL NOTES:

1. CONTRACTOR SHALL PLACE ALL STUMPS, TREES, AND LIMBS IN A STOCKPILE ON INSIDE PORTION OF LEVEE

AND BURN. CONTRACTOR SHALL COORDINATE WITH IDNR FOR A STOCKPILE LOCATION. ANY REMOVAL OF

TREES, STUMPS, AND LIMBS IS CONSIDERED INCIDENTAL TO BID ITEM SITE PREPARATION.

2. NON-PUBLIC ACCESSIBLE AND PUBLIC ACCESSIBLE ROADS OUTSIDE OF CONSTRUCTION LIMITS ARE TO REMAIN UNDISTURBED. ANY DAMAGE TO ROAD WAYS OUTSIDE OF CONSTRUCTION LIMITS SHALL BE

REPAIRED BY CONTRACTOR.

3. COSTS ASSOCIATED WITH CREATING/IMPROVING AREAS FOR STAGING ARE CONSIDERED INCIDENTAL TO THE PROJECT. ANY AREAS CREATED/IMPROVED FOR STAGING SHALL BE SEEDED AND MULCHED BY

CONTRACTOR.

4. DEWATERING AND WATER MAINTENANCE IS THE CONTRACTOR'S RESPONSIBILITY, AND IS CONSIDERED

INCIDENTAL TO THE PROJECT.

CONSTRUCTION NOTES:

1. PROPOSED DESIGN LOADS

BRIDGE LOAD - HS20 TRUCK

BRIDGE LIVE LOAD - 100 PSF

2. LOADING CONDITIONS:

ALLOWABLE FOOTING BEARING PRESSURE - 1500 PSF

WIND - 90 MPH (EXPOSURE D)

3. CONCRETE:

3.1. ALL CONCRETE SHALL BE NORMAL WEIGHT

3.2. MINIMUM COMPRESSIVE STRENGTH (F'c) 4000 PSI

3.3. 1" - 4" SLUMP

3.4. 4% - 6% AIR ENTRAINMENT

4. CHAMFERS:

4.1. CHAMFER ALL EDGES OF BEAMS, WALLS, AND SLABS EXPOSED TO VIEW 1" UNLESS OTHERWISE NOTED.

5. FINISHES:

5.1. SEE SPECIFICATION 304 FOR REQUIRED FINISHES FOR ALL CONCRETE SURFACES.

6. REINFORCMENT:

6.1. ALL DEFORMED STEEL SHALL BE ASTM A615 GRADE 60, EXCEPT BARS TO BE WELDED SHALL BE ASTM

A706.

6.2. ALL REINFORCEMENT STEEL SHALL HAVE A MINIMUM CLEAR COVER OF 2" BETWEEN EDGE OF STEEL

AND FACE.

6.3. ALL HOOKS AND BENDS AND BARS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318, PARA 7.1

THROUGH PARA. 7.3.

6.4. WHERE HOOKS ARE INDICATED ON THE DRAWING, STANDARD HOOKS SHALL BE PROVIDED. STANDARD

HOOKS SHALL ALSO BE PROVIDED IF MINIMUM EMBEDMENT CANNOT BE OBTAINED.

6.5. SUBJECT TO APPROVAL OF ENGINEER, BARS MAY BE SHIFTED SLIGHTLY OR BENT IN THE FIELD TO MISS

OPENINGS, EMBEDDED ITEMS, HORIZONTAL CONSTRUCTION JOINTS, AND OTHER OBSTRUCTIONS,

6.6. ALL REINFORCEMENT SHALL BE DISCONTINUED AT ALL CONSTRUCTION JOINTS UNLESS SHOWN

OTHERWISE.

6.7. MINIMUM SPLICE DISTANCE OF 36" SHALL BE USED UNLESS CALLED OUT IN THE PLANS.

FULL SERVICE LEVELFSL

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Call before you dig.

R ev is io ns B y

D at e

BIOLOGIST:

DRAWN BY:

SURVEYED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

R ev is io n S he et

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

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US-IL-174-7

DU CLASS I RIPRAP

SHOT ROCK

AND BASE ROCK

TREE REMOVAL AREA

DATE: 11-26-2024

EXP.: 11-30-2025

GRAPHIC SCALE

1 inch = feet

0 2000500 1000250

PROJECT SITE NORTH STRUCTURE

PROJECT SITE SOUTH STRUCTURE

EAGLE LAKE

WOOD DUCK SLOUGH

SANGANOIS WALK-IN

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NORTH AREA:

T19N, R11W, S16, SE1

LATITUDE: 40.096571° N

LONGITUDE: -90.335190° W

SOUTH AREA:

T19N, R11W, S21, NE1

T19N, R11W, S22, NW1

LATITUDE: 40.089243° N

LONGITUTE: -90.329982° W R

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ON:

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US-IL-174-7

DATE: 11-26-2024

RIPRAP STOCKPILE AREA

PROFILE OF ALUMINUM CMP WATER CONTROL STRUCTURE

FLANGE COUPLER DETAIL

STOPLOG LIFTING HOOK DETAIL

ALUMINUM STOPLOG DETAIL

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Call before you dig.

R ev is io ns B y

D at e

BIOLOGIST:

DRAWN BY:

CHECKED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

R ev is io n S he et

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

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CULVERT ANCHOR

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BEAVER DETERRENT DETAIL R

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BIOLOGIST:

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CHECKED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

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AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

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DETAIL "A"

LOCKING ROD DETAIL

STOPLOG GUIDE DETAIL

Know what's below.

Call before you dig.

R ev is io ns B y

D at e

BIOLOGIST:

DRAWN BY:

CHECKED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

R ev is io n S he et

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

G R

A N

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N A L

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B U

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US-IL-174-7

Cover

2-Specifications

4-Overall Site Plan

File details come from the government source that posted it. Updated Mar 3, 2025.