Attachment_002_Plans_CrowBottomRepair_C3D2016.pdf

5 MB Posted

Attached to
USDA-NRCS CROW BOTTOMS WRP RESTORATION
Solicitation number
123C7818B0002
Issued by

About this file

From the source

Attachment 002 Plans_CrowBottomRepair_C3D2016

View the file

Other files

File Type Posted
123C7818B0002_Comment_Matrix_5-7-18.pdf PDF
123C7818B0002_Comment_Matrix_4-23-18.pdf PDF
123C7818B0002_0002.pdf PDF
123C7818B0002_Comment_Matrix_4-4-18.pdf PDF
123C7818B0002_0001.pdf PDF
Attachment_003_Crow_Bottoms_Wetland_Repair_SOWv2.pdf PDF
Attachment_004_Davis_Bacon_WD_IL80015.pdf PDF
Attachment_001_Specification_Crow_bottom_repair.pdf PDF
123C7818B0002_SF1442.pdf PDF
123C7818B0002_UCF.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

N a t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text Location Map

AutoCAD SHX Text not to scale

AutoCAD SHX Text

CLARK COUNTY, ILLINOIS

AutoCAD SHX Text

WETLAND RESTORATION PROJECT

AutoCAD SHX Text Crow Bottoms Repair

AutoCAD SHX Text Detail Plans for

AutoCAD SHX Text This project involves rebuilding the existing berm, structure and construction of rocked spillway.

AutoCAD SHX Text INDEX (1. Coversheet Coversheet (2. Access Map Access Map (3. Plan View-overall Plan View-overall (4. Plan View - Berm Plan View - Berm (5. Plan View - Slough Plan View - Slough (6. Plan View - Spillway Plan View - Spillway (7. Berm Profile Plot Berm Profile Plot (8. Berm Profile Plot (2) Berm Profile Plot (2) (9. Spillway Profile Spillway Profile (10. Berm x-section Berm x-section (11. Berm x-section (2) Berm x-section (2) (12. Berm x-section (3) Berm x-section (3) (13. Berm x-section (4) Berm x-section (4) (14. Berm x-section (5) Berm x-section (5) (15. Borrow Slough x-section Borrow Slough x-section (16. Borrow pothole x-section Borrow pothole x-section (17. Pipe Profile Pipe Profile (18. Pipe details Pipe details (19. Anti-seep collars Anti-seep collars (20. Trash rack details Trash rack details

AutoCAD SHX Text

CLARK COUNTY, IL

AutoCAD SHX Text Project Location

AutoCAD SHX Text T11N, R10W, Section 29/30

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

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Clark County, IL County, ILIL

AutoCAD SHX Text M.dasenbrock

AutoCAD SHX Text M.Dasnbrock

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6/2017

AutoCAD SHX Text 6/2017

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

COVERSHEET

AutoCAD SHX Text Wabash River, Crow Bottoms Repair, Crow Bottoms RepairCrow Bottoms Repair

AutoCAD SHX Text CrowBottomRepair_C3D2016.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/15/17 11:28 AM

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text Tile Exploration Trench

AutoCAD SHX Text Pothole Excavation Bottom elev = 447.5 Side slopes 6:1 Borrow Material ~7,600 grub material ~2,850cy

AutoCAD SHX Text Berm Repair

AutoCAD SHX Text Berm/Spillway Transition maintain berm side slopes 50' of length blend from berm top to spillway level section

AutoCAD SHX Text Rock Spillway

AutoCAD SHX Text Pipe / Trash rack location

AutoCAD SHX Text Slough Borrow area Bottom elev=448.0 Side slopes 6:1 Borrow material = 8500cy Grub material ~1950cy

AutoCAD SHX Text Blend to natural ground maintain flat elev - 451.0 6:1 side slopes

AutoCAD SHX Text Access off Iron Bridge Road

AutoCAD SHX Text Access off Iron Bridge Road

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text Remove/dispose of existing pipe/str

AutoCAD SHX Text Remove/dispose of existing pipe/str

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Clark County, IL County, ILIL

AutoCAD SHX Text M.dasenbrock

AutoCAD SHX Text M.Dasnbrock

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6/2017

AutoCAD SHX Text 6/2017

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ACCESS

AutoCAD SHX Text Wabash River, Crow Bottoms Repair, Crow Bottoms RepairCrow Bottoms Repair

AutoCAD SHX Text CrowBottomRepair_C3D2016.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/15/17 11:28 AM

AutoCAD SHX Text

AutoCAD SHX Text t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text Tile Exploration Trench

AutoCAD SHX Text Pothole Excavation Bottom elev = 447.5 Side slopes 6:1 Borrow Material ~7,600 grub material ~2,850cy

AutoCAD SHX Text Berm Repair

AutoCAD SHX Text Berm/Spillway Transition maintain berm side slopes 50' of length blend from berm top to spillway level section

AutoCAD SHX Text Rock Spillway

AutoCAD SHX Text Pipe / Trash rack location

AutoCAD SHX Text Slough Borrow area Bottom elev=448.0 Side slopes 6:1 Borrow material = 8500cy Grub material ~1950cy

AutoCAD SHX Text Blend to natural ground maintain flat elev - 451.0 6:1 side slopes

AutoCAD SHX Text Access off Iron Bridge Road

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text Remove/dispose of existing pipe/str

AutoCAD SHX Text Remove/dispose of existing pipe/str

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Clark County, IL County, ILIL

AutoCAD SHX Text M.dasenbrock

AutoCAD SHX Text M.Dasnbrock

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6/2017

AutoCAD SHX Text 6/2017

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PLAN VIEW OVERALL

AutoCAD SHX Text Wabash River, Crow Bottoms Repair, Crow Bottoms RepairCrow Bottoms Repair

AutoCAD SHX Text CrowBottomRepair_C3D2016.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/15/17 11:28 AM

AutoCAD SHX Text

AutoCAD SHX Text t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text Tile Exploration Trench

AutoCAD SHX Text Pothole Excavation Bottom elev = 447.5 Side slopes 6:1 Borrow Material ~7,600 grub material ~2,850cy

AutoCAD SHX Text Berm Repair

AutoCAD SHX Text Berm/Spillway Transition maintain berm side slopes 50' of length blend from berm top to spillway level section

AutoCAD SHX Text Rock Spillway

AutoCAD SHX Text Pipe / Trash rack location

AutoCAD SHX Text Blend to natural ground maintain flat elev - 451.0 6:1 side slopes

AutoCAD SHX Text Access off Iron Bridge Road

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text Remove/dispose of existing pipe/str

AutoCAD SHX Text Remove/dispose of existing pipe/str

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Clark County, IL County, ILIL

AutoCAD SHX Text M.dasenbrock

AutoCAD SHX Text M.Dasnbrock

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6/2017

AutoCAD SHX Text 6/2017

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PLAN VIEW - BERM

AutoCAD SHX Text Wabash River, Crow Bottoms Repair, Crow Bottoms RepairCrow Bottoms Repair

AutoCAD SHX Text CrowBottomRepair_C3D2016.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/15/17 11:28 AM

AutoCAD SHX Text

AutoCAD SHX Text t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text Pipe / Trash rack location

AutoCAD SHX Text Slough Borrow area Bottom elev=448.0 Side slopes 6:1 Borrow material = 8500cy Grub material ~1950cy

AutoCAD SHX Text Access off Iron Bridge Road

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text Remove/dispose of existing pipe/str

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Clark County, IL County, ILIL

AutoCAD SHX Text M.dasenbrock

AutoCAD SHX Text M.Dasnbrock

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6/2017

AutoCAD SHX Text 6/2017

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PLAN VIEW - SLOUGH

AutoCAD SHX Text Wabash River, Crow Bottoms Repair, Crow Bottoms RepairCrow Bottoms Repair

AutoCAD SHX Text CrowBottomRepair_C3D2016.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/15/17 11:28 AM

AutoCAD SHX Text

AutoCAD SHX Text t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text Tile Exploration Trench

AutoCAD SHX Text Pothole Excavation Bottom elev = 447.5 Side slopes 6:1 Borrow Material ~7,600 grub material ~2,850cy

AutoCAD SHX Text Berm Repair

AutoCAD SHX Text Berm/Spillway Transition maintain berm side slopes 50' of length blend from berm top to spillway level section

AutoCAD SHX Text Rock Spillway

AutoCAD SHX Text Blend to natural ground maintain flat elev - 451.0 6:1 side slopes

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text Remove/dispose of existing pipe/str

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Clark County, IL County, ILIL

AutoCAD SHX Text M.dasenbrock

AutoCAD SHX Text M.Dasnbrock

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6/2017

AutoCAD SHX Text 6/2017

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PLAN VIEW - SPILLWAY

AutoCAD SHX Text Wabash River, Crow Bottoms Repair, Crow Bottoms RepairCrow Bottoms Repair

AutoCAD SHX Text CrowBottomRepair_C3D2016.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/15/17 11:28 AM

AutoCAD SHX Text

AutoCAD SHX Text t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Clark County, IL County, ILIL

AutoCAD SHX Text M.dasenbrock

AutoCAD SHX Text M.Dasnbrock

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6/2017

AutoCAD SHX Text 6/2017

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BERM PROFILE

AutoCAD SHX Text Wabash River, Crow Bottoms Repair, Crow Bottoms RepairCrow Bottoms Repair

AutoCAD SHX Text CrowBottomRepair_C3D2016.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/15/17 11:28 AM

AutoCAD SHX Text

AutoCAD SHX Text

N a t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text VEGETATIVE PLAN VEGETATIVE PLAN The Constructed Berm and spillway shall be seeded and mulched. The berm and spillway area is approximately 9.0 acres. USE SEEDING AND MULCHING AREA = 9.0 ACRES SEED - CAVE IN ROCK SWITCHGRASS 8.0 LB/ACRE PLS-TOTAL ESTIMATE 72.0 LB PLS - OATS 1 BU/ACRE-TOTAL ESTIMATE 9.0 BUSHELS FERTILIZER - NITROGEN(N) 120 LB/ACRE- TOTAL ESTIMATE 1080 LBS ACTUAL N PHOSPHORUS(P2O5) 120 LB/ACRE-TOTAL ESTIMATE 1080 LBS P2O5 POTASSIUM(K2O) 120 LB/ACRE-TOTAL ESTIMATE 1080 LBS K2O LIME (AGRICULTURAL) 2 TONS/ACRE - TOTAL ESTIMATE 18.0 TONS MULCH - STRAW @ 2 TONS/ACRE ANCHORED WITH A STRAIGHT DISK-TOTAL ESTIMATE 18.0 TONS 18.0 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 GRUBBING PLAN GRUBBING PLAN The Constructed Berm, surrounding area, borrow areas and spillway shall be grubbed of vegetation. The area is approximately 9.0 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 Debris may be shredded, or stockpiled. Shredded material shall be spread evenly in area outside of planned construction activities. Stockpiles debris piles shall not exceed a length of 100', width of 30' and height of 4'. It shall be placed in area that is downstream of berm and will not direct surface flow or impeded pipe or spillway outlets Debris pile(s) shall be placed against standing woody vegetation to minimize displacement during flood events Any trash or hazardous material found shall be removed and properly disposed of by the contractor

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Clark County, IL County, ILIL

AutoCAD SHX Text M.dasenbrock

AutoCAD SHX Text M.Dasnbrock

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6/2017

AutoCAD SHX Text 6/2017

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BERM PROFILE (2)

AutoCAD SHX Text Wabash River, Crow Bottoms Repair, Crow Bottoms RepairCrow Bottoms Repair

AutoCAD SHX Text CrowBottomRepair_C3D2016.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/15/17 11:28 AM

AutoCAD SHX Text

AutoCAD SHX Text a t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text RR4 Riprap

AutoCAD SHX Text Compacted Earthfill

AutoCAD SHX Text Geotextile

AutoCAD SHX Text Original Ground

AutoCAD SHX Text CONSTRUCTION NOTES:. 1. Rock size shall be IDOT Quality Designation A Gradation No. RR4. Minimum rock depth Rock size shall be IDOT Quality Designation A Gradation No. RR4. Minimum rock depth is 1.5 times the D riprap size or 18 inches which ever is greater. 50 riprap size or 18 inches which ever is greater. 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 24 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 CONSTRUCTION NOTES:. 1. Earthfill shall be of good clay content with no vegetative material, rocks greater than Earthfill shall be of good clay content with no vegetative material, rocks greater than 2" diameter 2. Earthfill shall comply with the construction specifications of the berm and below Earthfill shall comply with the construction specifications of the berm and below additional requirements 2.1. The compaction equipment shall be a sheepfoot roller and traverse the entire The compaction equipment shall be a sheepfoot roller and traverse the entire surface twice before the addition of another lift. 2.2. Prior to first placement the entire surface shall be properly grubbed, compacted Prior to first placement the entire surface shall be properly grubbed, compacted with 2 passes of sheepfoot roller , then scarified to a depth 4" 2.3. Construction tolerance is 0.1' on final surfaceConstruction tolerance is 0.1' on final surface

AutoCAD SHX Text SPILLWAY QUANTITIES: 1. Earthfill - 1,500 cy Earthfill - 1,500 cy 2. Riprap - 1,450 ton of Class A RR4 Riprap - 1,450 ton of Class A RR4 3. Geotextile - 2,200 syGeotextile - 2,200 sy

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Clark County, IL County, ILIL

AutoCAD SHX Text M.dasenbrock

AutoCAD SHX Text M.Dasnbrock

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6/2017

AutoCAD SHX Text 6/2017

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SPILLWAY

AutoCAD SHX Text Wabash River, Crow Bottoms Repair, Crow Bottoms RepairCrow Bottoms Repair

AutoCAD SHX Text CrowBottomRepair_C3D2016.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/15/17 11:28 AM

AutoCAD SHX Text

AutoCAD SHX Text t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text Original Ground

AutoCAD SHX Text Original Ground

AutoCAD SHX Text Berm Const

AutoCAD SHX Text Berm Const

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Clark County, IL County, ILIL

AutoCAD SHX Text M.dasenbrock

AutoCAD SHX Text M.Dasnbrock

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6/2017

AutoCAD SHX Text 6/2017

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

X-SECTION

AutoCAD SHX Text Wabash River, Crow Bottoms Repair, Crow Bottoms RepairCrow Bottoms Repair

AutoCAD SHX Text CrowBottomRepair_C3D2016.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/15/17 11:28 AM

AutoCAD SHX Text

AutoCAD SHX Text t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text Original Ground

AutoCAD SHX Text Original Ground

AutoCAD SHX Text Berm Const

AutoCAD SHX Text Berm Const

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Clark County, IL County, ILIL

AutoCAD SHX Text M.dasenbrock

AutoCAD SHX Text M.Dasnbrock

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6/2017

AutoCAD SHX Text 6/2017

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

X-SECTION (2)

AutoCAD SHX Text Wabash River, Crow Bottoms Repair, Crow Bottoms RepairCrow Bottoms Repair

AutoCAD SHX Text CrowBottomRepair_C3D2016.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/15/17 11:28 AM

AutoCAD SHX Text

AutoCAD SHX Text t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text Original Ground

AutoCAD SHX Text Original Ground

AutoCAD SHX Text Berm Const

AutoCAD SHX Text Berm Const

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Clark County, IL County, ILIL

AutoCAD SHX Text M.dasenbrock

AutoCAD SHX Text M.Dasnbrock

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6/2017

AutoCAD SHX Text 6/2017

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

X-SECTION (3)

AutoCAD SHX Text Wabash River, Crow Bottoms Repair, Crow Bottoms RepairCrow Bottoms Repair

AutoCAD SHX Text CrowBottomRepair_C3D2016.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/15/17 11:28 AM

AutoCAD SHX Text

AutoCAD SHX Text t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text Original Ground

AutoCAD SHX Text Original Ground

AutoCAD SHX Text Berm Const

AutoCAD SHX Text Berm Const

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Clark County, IL County, ILIL

AutoCAD SHX Text M.dasenbrock

AutoCAD SHX Text M.Dasnbrock

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6/2017

AutoCAD SHX Text 6/2017

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

X-SECTION (4)

AutoCAD SHX Text Wabash River, Crow Bottoms Repair, Crow Bottoms RepairCrow Bottoms Repair

AutoCAD SHX Text CrowBottomRepair_C3D2016.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/15/17 11:28 AM

AutoCAD SHX Text

AutoCAD SHX Text t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text Original Ground

AutoCAD SHX Text Original Ground

AutoCAD SHX Text Berm Const

AutoCAD SHX Text Berm Const

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Clark County, IL County, ILIL

AutoCAD SHX Text M.dasenbrock

AutoCAD SHX Text M.Dasnbrock

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6/2017

AutoCAD SHX Text 6/2017

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

X-SECTION (5)

AutoCAD SHX Text Wabash River, Crow Bottoms Repair, Crow Bottoms RepairCrow Bottoms Repair

AutoCAD SHX Text CrowBottomRepair_C3D2016.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/15/17 11:28 AM

AutoCAD SHX Text

AutoCAD SHX Text t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text Borrow Excavation 6:1 side slopes

AutoCAD SHX Text Borrow Excavation 6:1 side slopes

AutoCAD SHX Text Original Ground

AutoCAD SHX Text Original Ground

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Clark County, IL County, ILIL

AutoCAD SHX Text M.dasenbrock

AutoCAD SHX Text M.Dasnbrock

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6/2017

AutoCAD SHX Text 6/2017

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SECTION AA & BB

AutoCAD SHX Text Wabash River, Crow Bottoms Repair, Crow Bottoms RepairCrow Bottoms Repair

AutoCAD SHX Text CrowBottomRepair_C3D2016.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/15/17 11:28 AM

AutoCAD SHX Text

AutoCAD SHX Text t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text Borrow Excavation 6:1 side slopes

AutoCAD SHX Text Borrow Excavation 6:1 side slopes

AutoCAD SHX Text Original Ground

AutoCAD SHX Text Berm Const

AutoCAD SHX Text Original Ground

AutoCAD SHX Text Berm Const

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Clark County, IL County, ILIL

AutoCAD SHX Text M.dasenbrock

AutoCAD SHX Text M.Dasnbrock

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6/2017

AutoCAD SHX Text 6/2017

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SECTION CC & DD

AutoCAD SHX Text Wabash River, Crow Bottoms Repair, Crow Bottoms RepairCrow Bottoms Repair

AutoCAD SHX Text CrowBottomRepair_C3D2016.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/15/17 11:28 AM

AutoCAD SHX Text

AutoCAD SHX Text t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text Original Ground

AutoCAD SHX Text Anti-seep Collars

AutoCAD SHX Text Trash Rack on pipe inlet

AutoCAD SHX Text Berm Const.

AutoCAD SHX Text

WCS

AutoCAD SHX Text Existing berm

AutoCAD SHX Text Pipe with animal guard

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Clark County, IL County, ILIL

AutoCAD SHX Text M.dasenbrock

AutoCAD SHX Text M.Dasnbrock

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6/2017

AutoCAD SHX Text 6/2017

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PIPE PROFILE

AutoCAD SHX Text Wabash River, Crow Bottoms Repair, Crow Bottoms RepairCrow Bottoms Repair

AutoCAD SHX Text CrowBottomRepair_C3D2016.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/15/17 11:28 AM

AutoCAD SHX Text

AutoCAD SHX Text t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text strip 0.5 ft. of vegetation

AutoCAD SHX Text Anti Seep

AutoCAD SHX Text Top of Settled Berm El _____

AutoCAD SHX Text Open Spillway El _____

AutoCAD SHX Text Collars

AutoCAD SHX Text Outlet El_____

AutoCAD SHX Text

PRINCIPAL SPILLWAY PIPE

AutoCAD SHX Text

TABLE OF QUANTITIES

AutoCAD SHX Text

ITEM

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text Inlet El____

AutoCAD SHX Text Earthfill

AutoCAD SHX Text Cu. Yd.

AutoCAD SHX Text

0.5 FT VEG REMOVAL

AutoCAD SHX Text Cu. Yd.

AutoCAD SHX Text Animal Guard

AutoCAD SHX Text Top Of Constructed Fill

AutoCAD SHX Text

* See Notes

AutoCAD SHX Text Trash Rack

AutoCAD SHX Text ___Dia PVC Pipe

AutoCAD SHX Text Existing berm

AutoCAD SHX Text Existing Grade

AutoCAD SHX Text PVC Pipe 18" Dia - Sch 40/SDR 26

AutoCAD SHX Text L. F.

AutoCAD SHX Text Antiseep Collar (Specify Material)

AutoCAD SHX Text _______ ___ " x ____"

AutoCAD SHX Text

AutoCAD SHX Text

NOTES

AutoCAD SHX Text See Pipe Profile

AutoCAD SHX Text 30ft

AutoCAD SHX Text 452.5

AutoCAD SHX Text 451.0

AutoCAD SHX Text 448.7

AutoCAD SHX Text

AutoCAD SHX Text 10 or flatter

AutoCAD SHX Text See Pipe profile

AutoCAD SHX Text 18in

AutoCAD SHX Text 448.2

AutoCAD SHX Text

1. Strip 0.5ft of vegetation from existing berm prior to placing fill Strip 0.5ft of vegetation from existing berm prior to placing fill for the new berm. 2. Compacted earthfill shall follow appropriate construction Compacted earthfill shall follow appropriate construction specification(s) 3. Add .02ft to the top of the constructed berm for settlement. Add .02ft to the top of the constructed berm for settlement. 4. The existing pipe and water control structure shall be removed The existing pipe and water control structure shall be removed and disposed by contractor in manner approved by the engineer. 5. Excavation of the existing pipe shall have 2:1 sideslopes. Fill Excavation of the existing pipe shall have 2:1 sideslopes. Fill material will be compacted earthfill same as berm. Compaction around the new pipe shall be hand compacted to a minimum of 2ft above the pipe and 5' around water control structure. 6. The 8" pipe and structure located at station 19+82 shall be The 8" pipe and structure located at station 19+82 shall be removed and disposed by contractor in manner approved by the engineer 7. Note the front and back slope have different slope requirementsNote the front and back slope have different slope requirements

AutoCAD SHX Text 5'tall* x 5wide'

AutoCAD SHX Text 16,100

AutoCAD SHX Text 9,900

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AT STATION 1+30

AutoCAD SHX Text Butyl Rubber

AutoCAD SHX Text (see trash rack details)

AutoCAD SHX Text Additional Fill

AutoCAD SHX Text Wetland

AutoCAD SHX Text 18" Sch 40/SDR 26 pipe with holes

AutoCAD SHX Text L. F.

AutoCAD SHX Text

AutoCAD SHX Text Flow

AutoCAD SHX Text

%%UIN-LINE CONTROL STRUCTURE

AutoCAD SHX Text Control Str. = 18" pipe fittings

AutoCAD SHX Text _______ ___ " x ____"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6' tall

AutoCAD SHX Text 450.5

AutoCAD SHX Text 20' spacing between collars

AutoCAD SHX Text stockpile then dispose in borrow area after

AutoCAD SHX Text *Collars may be cutoff at elev 451.0

AutoCAD SHX Text After removal of borrow

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Clark County, IL County, ILIL

AutoCAD SHX Text M.dasenbrock

AutoCAD SHX Text M.Dasnbrock

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6/2017

AutoCAD SHX Text 6/2017

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PIPE DETAILS 1

AutoCAD SHX Text Wabash River, Crow Bottoms Repair, Crow Bottoms RepairCrow Bottoms Repair

AutoCAD SHX Text CrowBottomRepair_C3D2016.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/15/17 11:28 AM

AutoCAD SHX Text

AutoCAD SHX Text t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text A

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 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. 3. Cut a circular hole (centered) in butyl rubber sheet approximately 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. Collars do not require to be extended beyond the elevation of 451.0, Collars do not require to be extended beyond the elevation of 451.0, but shall maintain a width as specified, hole for pipe shall be center as if was full dimension

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

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Totals

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

OPTIONAL

AutoCAD SHX Text 5 ft

AutoCAD SHX Text 18"

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Clark County, IL County, ILIL

AutoCAD SHX Text M.dasenbrock

AutoCAD SHX Text M.Dasnbrock

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6/2017

AutoCAD SHX Text 6/2017

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ANTI-SEEP COLLAR

AutoCAD SHX Text Wabash River, Crow Bottoms Repair, Crow Bottoms RepairCrow Bottoms Repair

AutoCAD SHX Text CrowBottomRepair_C3D2016.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/15/17 11:28 AM

AutoCAD SHX Text

AutoCAD SHX Text t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text

TABLE OF QUANTITIES- TRASH RACK

AutoCAD SHX Text 6' tall T-post

AutoCAD SHX Text each

AutoCAD SHX Text

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

AutoCAD SHX Text each

AutoCAD SHX Text

AutoCAD SHX Text

6:1 BERM

AutoCAD SHX Text

18" PIPE WITHOUT HOLES 126 FT. LONG

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 18" PVC SDR 26 Pipe with 1.5" diameter holes drilled a minimum of 16 per foot all around the pipe

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

AutoCAD SHX Text Bar guard on end

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

AutoCAD SHX Text

BERM

AutoCAD SHX Text Attach end closure made with cut panel fastened with tie wire and attached to the pipe support

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

AutoCAD SHX Text

EXTRA HOG PANEL IS NEEDED FOR END ENCLOSURES

AutoCAD SHX Text

USE THIS DETAIL FOR WC STRUCTURE @ STATION 1+30

AutoCAD SHX Text Attach end closure made with cut hog panel fastened with tie wire and attached to the pipe

AutoCAD SHX Text 2.0Ft. MIN

AutoCAD SHX Text T-post installed on both sides of the trash rack fastened to the hog panel with tie wire to help support the trash rack

AutoCAD SHX Text Ground

AutoCAD SHX Text 2.0Ft. MIN

AutoCAD SHX Text 2.0Ft. MIN

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Clark County, IL County, ILIL

AutoCAD SHX Text M.dasenbrock

AutoCAD SHX Text M.Dasnbrock

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6/2017

AutoCAD SHX Text 6/2017

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TRASH RACK

AutoCAD SHX Text Wabash River, Crow Bottoms Repair, Crow Bottoms RepairCrow Bottoms Repair

AutoCAD SHX Text CrowBottomRepair_C3D2016.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/15/17 11:28 AM

AutoCAD SHX Text

AutoCAD SHX Text

Sheets and Views
CrowBottomRepair_C3D2016-Model
CrowBottomRepair_C3D2016-8.5x11
CrowBottomRepair_C3D2016-Coversheet
CrowBottomRepair_C3D2016-Access
CrowBottomRepair_C3D2016-Plan view overall
CrowBottomRepair_C3D2016-Plan view - berm
CrowBottomRepair_C3D2016-Plan view - slough
CrowBottomRepair_C3D2016-Plan view - Spillway
CrowBottomRepair_C3D2016-Berm Profile
CrowBottomRepair_C3D2016-Berm Profile (2)
CrowBottomRepair_C3D2016-Spillway
CrowBottomRepair_C3D2016-x-section
CrowBottomRepair_C3D2016-x-section (2)
CrowBottomRepair_C3D2016-x-section (3)
CrowBottomRepair_C3D2016-x-section (4)
CrowBottomRepair_C3D2016-x-section (5)
CrowBottomRepair_C3D2016-Section AA & BB
CrowBottomRepair_C3D2016-Section CC & DD
CrowBottomRepair_C3D2016-Pipe profile
CrowBottomRepair_C3D2016-Pipe details 1
CrowBottomRepair_C3D2016-Anti-seep collar
CrowBottomRepair_C3D2016-Trash Rack
CrowBottomRepair_C3D2016-11x17 (3)
CrowBottomRepair_C3D2016-22x34
CrowBottomRepair_C3D2016-Working

File details come from the government source that posted it.