Attachment 2 Drawings 06092020.pdf

Drawing package sheet number 1

Drawing package sheet number 2

Drawing package sheet number 3

Drawing package sheet number 4

DETAIL B

SCALE 1 / 48

VIEW ROTATED TO NORMAL POSITION

SECTION E-E

SCALE 1 /100

DETAIL D

SCALE 1 / 36

VIEW C-C

SCALE 1 /100

DETAIL A

SCALE 1 / 50

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

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MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

B

E

E

D

C

C

A

FOUNDATION

PLACEMENT

894-417-680

SHEET 1 OF 5

EL 6873.63

EL. 6871.30

EL. 6859.00

4'-8" Typ

3'-0" Typ

12'-7 3/4" Typ

9'-7 7/16" Typ

8'-0"Typ

8'-0" Typ

EXISTING SPILLWAY STRUCTURE

EL 6855.17

Existing Riprap

Compacted embankment

EL 6856.00

1. For general concrete outline notes, see 40-D-60003.

2. For general notes and minimum requirements for reinforcement, see 40-D-60004.

3. Reinforcement required but not shown, see 40-D-60028.

4. Design of reinforcement is based upon reinforcing steel having a minimum specified strength of 60,000 psi and concrete having a compressive strength of 4,500 psi @ 28 days, see appropriate specification sections.

5. Chamfer all exposed corners 3/4" unless otherwise shown.

6. For information on laying out the foundation, see specification section 01 71 20 article 104.D and drawing 894-417-677.

7. Excavation in compacted dam embankment will not be permited unless directed by COR for removal of unsuitable material.

3'-6"

1'-2 7/16"

EL. 6859.00

6865.22

3'-0" Typ

15'-0"

17'-2 5/16" Typ

156.6° Typ

9'-6" Typ

3'-10"( )

46'-2"

156.6° Typ 90° Typ

17'-5 1/2" Typ

3'-6" Typ

6'-6" Approx

7'-4"

10'-3 3/4"

(35'- 1/8") Reference

(35'- 1/8") Reference

Structure is concentric to spillway center axis.

R27'-4 3/8"( ) Reference

R56'-6 3/8"( ") Reference

Existing Riprap

Compacted embankment

4'-8"

1'-8"

4'-0" Typ

(19'-3 1/16") Reference

Grade break line field verify.

22'-7 13/16"

7'-5 15/16" Typ

7 11/16" Typ

2'-6 9/16" Typ

4'-5 1/8" Typ

15° Typ

4'-0" Typ

4'-8" Typ

6'-1 9/16" Typ

Existing spillway structure

3'-6" Typ 4'-8"

1'-8"

(6'-4") Reference Spillway tapers to bottom

Suggested construction joint location

Suggested construction joint location

Suggested construction joint location

Riprap bedding 1.5'

Riprap bedding 1.5'

This edge established by abuttment

2'-2"

(3'-0") Typ

Drawing package sheet number 5

PLAN VIEW

SCALE 1 / 144

DETAIL F

SCALE 1 /20

VIEW ROTATED TO NORMAL POSITION

ANCHOR BOLT LOCATOR JIG

SEE DRAWING 894-417-685

SCALE 1 / 24

ANCHOR JIG DETAIL

SCALE 1 / 50 DETAIL G

SCALE 1 / 12

DETAIL H

A A

B B

C C

D D

RECLAMATION

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MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

F

G H

PARTS LIST

DESCRIPTIONQTYITEM

3/4" diameter 12" min Hilti HAS threaded rod. 7" minimum embedment.

SCREEN

ANCHOR PLACEMENT

894-417-681

SHEET 2 OF 5

2'-3" TYP

2'-10 3/4" TYP

3'- 13/16" TYP

9" TYP

3'-9 9/16" TYP

10 3/8"

JIG LOCATOR PIN

SEE DRAWING

894-417-685

ISO VIEW OF JIG

LOCATOR PIN

EXISTING SPILLWAY STRUCTURE

Use Drill Bushings to establish holes and Anchor Bolt Bushings to place anchor bolts. See drawing 894-417-685.

NOTES

1. For general concrete outline notes, see 40-D-60003.

2. For general notes and minimum requirements for reinforcement, see 40-D-60004.

3. Reinforcement required but not shown, see 40-D-60028.

4. Design of reinforcement is based upon reinforcing steel having a minimum specified strength of 60,000 psi and concrete having a compressive strength of 4,500 psi @ 28 days, see appropriate specification sections.

5. Chamfer all exposed corners 3/4" unless otherwise shown.

6. For information on laying out the foundation, see specification section 01 71 20 article 104.D and drawing 894-417-677.

Location of buoy column anchors is established from Buttress face.

See 894-417-682

All 3 /4 anchors installed with 7" minimum embedment.

Drawing package sheet number 6

SECTION L-L

SCALE 1 / 60

SECTION M-M

TYPICAL BUTTRESS

SCALE 1 / 60

VIEW J-J

SCALE 1 / 80

SECTION N-N

SCALE 1 / 80

DETAIL K

SCALE 1 / 40

DETAIL L

DEBRIS BOOM COLUMN ANCHORS

SCALE 1 / 20

DETAIL P

SCALE 1 / 40

A A

B B

C C

D D

RECLAMATION

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MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

L L

M M

J

J

N N

K

L

P

EL. 6873.30

BUTTRESS AND WALL

PLACEMENTS

894-417-682

SHEET 3 OF 5

1'-2" typ

1'-4" Typ

4'-10 5/16" 5'-0"5'-0"

EL. 6873.30EL. 6873.30

3'-0"

3'-0"

45° 45°

Existing Riprap

EL. 6859.00

EL. 6859.00

6873.63

EL. 6873.30

12'-0"Approx

Edge established by embankmet

3 3/4"Reference ( ) of rear Anchor Bolts to Butress face

4'-0"

3'-10"

1'-5 3/4" Typ

1'-4" Typ

1'-2" Typ

1'-4" Typ

1'-0"

1'- 1/2" Typ

8" Typ

1'-4"

3'-0"

10'-3 1/16" 8" Typ

Approximately 3/4 :1 slope

Buttress is centered on foundation. Typ

19'-8" 10"( ) Ref

10"( ) Ref

17'-10"2x Typ

1'-0"2x Typ

1'- 1/4"2x

1'-0"Typ 9 3/16"2x

1'-0" Typ

NOTES

1. For general concrete outline notes, see 40-D-60003.

2. For general notes and minimum requirements for reinforcement, see 40-D-60004.

3. Reinforcement required but not shown, see 40-D-60028.

4. Design of reinforcement is based upon reinforcing steel having a minimum specified strength of 60,000 psi and concrete having a compressive strength of 4,500 psi @ 28 days, see appropriate specification sections.

5. Chamfer all exposed corners 3/4" unless otherwise shown.

6. For information on laying out the foundation, see specification section 01 71 20 article 104.D and drawing 894-417-677.

2" 10"

10"

1'-6"

1'-0"

4'-0"

1'-0"

16'-2"

EL. 6865.22

1'-4" Typ

Drawing package sheet number 7

TYPICAL FOOTING

SECTION V-V

SCALE 1 /24

TYPICAL BUTTRESS REINFORCEMENT

SECTION W-W

SCALE 1 /40

TYPICAL DAM WALL

SECTION Q-Q

SCALE 1 /60

SECTION R-R

SCALE 1/25

TYPICAL FOOTING EXTENSION

SECTION T-T

SCALE 1 / 40

SECTION U-U

SCALE 1 / 24

SECTION X-X

SCALE 1 / 40

SECTION S-S

SCALE 1 /40

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

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MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

V

V

W

W

Q

Q

R

R

T

T

U

U

X X

S S

REINFORCEMENT DETAILS

894-417-683

SHEET 4 OF 5

#5 @ 8" max all faces

#5 Stirrups @ 8" max spacing.

Footing Extension reinforcement not shown for clarity.

(5) #8 bars top and bottom

#5 Stirrups at 8" max spacing

#5 at 8" max both faces

#8 bars shall run full length

Top and Bottom

Buttress reinforcement not shown for clarity.

#5 @ 8" max all faces

#5 stirrups @ 8" max spacing

#5 bars @ 24" on centerline of wall. Drill and epoxy grout into embankment 12" min.

Bars shall extend into center of wall 18" min.

EL. 6859.00

EL. 6859.00

EL. 6873.30

EL. 6873.30

EL. 6859.00

6873.63

DAM WALL

EL 6855.17

Wall reinforcement not shown for clarity.

Three #6 bars front and back

#5 Stirrups at 8" max

# 5 vertical at 8" max both faces

#6 Bars shall be embedded 36" min

#8max EW EF typical

#5 @ 8" max EW EF

#5 bars @ 8" max spacing (typical for all wall protrusions) hooked into back side of wall.

Horizontal and vertical wall reinforcement not shown for clarity.

(3) #6 bars verticle in end of wall

(3) #6 bars verticle in end of wall

#5 bars vertical @ 8" max spacing.

#5 vertical bars @ 8" max both faces (typical for all wall protrusions).

See section S-S for typical reinforcement in wall protrusions.

Drawing package sheet number 8

DETAIL A EXPLODED VIEW

ROTATED

SCALE 1 / 6DETAIL C

SCALE 1 /12

DETAIL A

SCALE 1 /6

DETAIL B

COLUMN, DEBRIS BOOM CONNECTION

SCALE 1 / 6

DETAIL B SIDE VIEW

COLUMN, DEBRIS BOOM CONNECTION

SCALE 1 / 6

DETAIL D

SCALE 1 / 6

ITEM QTY DESCRIPTION DRAWING

1 20 3/4" DIA 9" LENGTH EPOXY ANCHOR SEE SPEC

2 214 3/4" WASHER SEE SPEC

3 214 3/4" NUT SEE SPEC

4 6 1" DIA 12" LENGTH EPOXY ANCHOR SEE SPEC

5 6 1" WASHER SEE SPEC

6 6 1" NUT SEE SPEC

7 28 5/8" DIA 9" LENGTH EPOXY ANCHOR SEE SPEC

8 28 5/8" WASHER SEE SPEC

9 28 5/8" NUT SEE SPEC

10 AS NEEDED NON SHRINK GROUT SEE SPEC

PARTS LIST

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

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MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

C

A

B

D

NOTES

1. Tighten fasteners in accordance with specification section 35 79 14 and standard erection procedures.

2. Repair any damaged coatings in accordance with specification section 35 79 14.

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894-417-684

ASSEMBLY DETAILS EPOXY

ANCHORS

COLUMN, DEBRIS BOOM

894-417-712

BUTTRESS TOP PLATE

894-417-693

OUTSIDE CORNER POST

894-417-705

WALL CONNECTOR WELDMENT, WEST

894-417-690

COLUMN SUPPORT WELDMENT, DAM WALL

894-417-710

1" Anchor bolt embedment 9" min.

3/4" Anchor bolt embedment 7" min. Typ

3/4" Anchor bolt from drawing

894-417-681&682

3/4" Anchor bolt from drawing 894-417-681

5/8" Anchor bolt embedment 6" min.

9 8

Pack base with non-shrink grout Typical

Drawing package sheet number 9

ANCHOR JIG

SCALE 1 /12

Approx 128.59 lbmass

ANCHOR JIG END PLATES

SCALE 1/3

ANCHOR JIG CENTER PLATE

SCALE 1/4

DETAIL A

SCALE 1 / 6

JIG LOCATOR PIN

Weldable steel. Quantity 2 minimum

SCALE 1/2

Approx 1.14 lbmass ANCHOR BOLT DRILL BUSHING

Material AISI 4140 prehardened steel. Qty 2 min

SCALE 1/2

Approx 2.99 lbmass

SECTION B-B

ANCHOR BOLT GUIDE BUSHING

Material AISI 1018 steel Quantity 9 min.

SCALE 1/2

Approx 3.25 lbmass

SECTION C-C

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

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MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

A

B

B

C

C

NOTES

1. Material: A36 or A572, A513 steel, plates are 38" thick, square tubing is 2" x 3

16 wall

2. Remove all burs and break sharp edges.

3. All welds 18" minimum.

4. All dimensions are inches and tolerances are .015 unless noted otherwise.

100.75

198.620

192.094

212.000

42.875

100.75

3.991

5.313

1.884

5.313 6.500

5.875 1.217

5.697

4.000

5.661

4.480

6.000

5.1965.196

3.000

6.000

15.00.13

7.50.13

7.50

1.250 - .000 .007+3x

Chamfer top and bottom .03.015

22.00

7.50

12.00

198.000 .750 - .000

.005+2x

5.599 8.00

1.2752x

1.250 - .000 .007+3x

Chamfer top and bottom .03.015

2x 4.0 Chamfer

10.004x

2.6382x

4x 3 8 Dowel slip

.50

.50

5.00.06

2.00

6.00

6.00

8 Dowels locate plate for fabrication

Top dowel holes locate plate for fabricating this jig.

3x 3/8 dowel slip

7.50.13

3.00.13

1/8

No weld or penetration on opposite side. Weld not necessary if machined as single piece

.74 - .02 .00+

2.75.10

9.00.25

.75 .25

.749 - .005 .000+

Chamfer end

1 min. washer or plate as desired. May also be machined from bar.

1.249 - .005 .000+

.350.015

4.00.13

2.00 .13

3.00 Stock

.938 - .015 .000+

.06 min Chamfer

.06 .02 Chamfer

R .01 max .38.06

.770 .005

All other dimensions same as DRILL BUSHING.

894-417-685

ANCHOR BOLT JIGS AND

HARDWARE

Used with 7/8 concrete drill to establish anchor bolt holes.

Used to place anchor bolts.

Total wt 135 lb

Drawing package sheet number 10

HARDWARE

GROUP QTY TITLE DRAWING

NUMBER NOTES

HG A1 18 SHACKLE 1" 894-417-687 See specification HG A2 32 5/8 NUTS AND WASHERS WITH JAM NUT 894-417-687 (2 nuts and one washer) 64 nuts total.

HG A3 16 3/8 X 4 CONCRETE EXPANSION ANCORS 894-417-687 & 688 See specification HG A4 40 BOLT ASSY 5/8 DIA 2 LONG 894-417-687 Bolt, two flat washers, lock washer, nut HG A5 9 BOLT ASSY 3/4 DIA 3 LONG 894-417-687 & 688 Bolt, two flat washers, lock washer, nut HG A6 54 BOLT ASSY 3/4 DIA 2-1/2 LONG 894-417-687 Bolt, two flat washers, lock washer, nut HG A7 140 BOLT ASSY 7/8 DIA 3 LONG 894-417-688 Bolt, two flat washers, lock washer, nut HG A8 80 BOLT ASSY 7/8 DIA 3-1/4 LONG 894-417-688 Bolt, two flat washers, lock washer, nut HG A9 180 BOLT ASSY 1/2 DIA 2 LONG 894-417-687 & 688 Bolt, two flat washers, lock washer, nut HG A10 160 BOLT ASSY 3/8 DIA 1-1/2 LONG 894-417-687 Bolt, two flat washers, lock nut

STRUCTURE ASSEMBLY HARDWARE

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

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MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

Drawing 894-417-687

NORTHWEST

CORNER

OUTSIDE

Drawing 894-417-687

NORTHWEST

CORNER

OUTSIDE

Drawing 894-417-688

WEST DAM

EMBANKMENT

DETAIL

Drawing 894-417-688

WEST DAM

EMBANKMENT

DETAIL

Drawing 894-417-688

EAST ABUTMENT

WALL DETAIL

Drawing 894-417-688

EAST ABUTMENT

WALL DETAIL

DA

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ASSEMBLY PLAN VIEW

894-417-686

Approximate grade brake in Riprap

NORTHWEST CORNER COLUMN BUOY ASSEMBLY

894-417-714

Approximate grade break line of Riprap

CORNER COLUMN BUOY ASSEMBLY

894-417-714

7X COLUMN BUOY ASSEMBLY, TYPICAL

894-417-714

ABUTMENT WALL

COLUMN BUOY

894-417-714

Drawing package sheet number 11

DETAIL B

SCALE 1 / 8

DETAIL A

SCALE 1 / 8

DETAIL C

SCALE 1 / 10

DETAIL D

SCALE 1 / 15

DETAIL B ROTATED 70

SCALE 1/8

DETAIL E

SCALE 1 / 8

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

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MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

B

A

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ASSEMBLY DETAILS

NORTHWEST CORNER

894-417-687

Upper Buoy Skirts not shown.

BUOY SKIRT, LOWER

894-417-720

COLUMN SUPPORT WELDMENT, LATERAL

894-417-710

HG A1

894-417-686

SKIRT, DEBRIS BOOM CORNER WALL

894-417-720

SKIRT CLAMP BAR, DEBRIS BOOM CORNER WALL

894-417-718

COLUMN CROSS BRACE, DEBRIS BOOM COLUMN

894-417-711

HG A2

894-417-686BUOY STOP LEFT

894-417-710

BUOY STOP RIGHT

894-417-710

COLUMN CROSS BRACE, DEBRIS BOOM COLUMN

894-417-711

COLUMN, DEBRIS BOOM

894-417-712

DEBRIS BOOM ASSEMBLY 19'

894-417-715

DEBRIS BOOM ASSEMBLY 12'

894-417-715

CORNER COLUMN BUOY ASSEMBLY

894-417-714

COLUMN BUOY ASSEMBLY, TYPICAL

894-417-714

COLUMN, DEBRIS BOOM

894-417-712

CORNER COLUMN LATERAL SUPPORT CLIP

894-417-710

CORNER COLUMN BUOY ASSEMBLY

894-417-714

DEBRIS BOOM COLUMN SUPPORT BEAM

894-417-711

COLUMN SUPPORT WELDMENT, DAM WALL

894-417-710

INSIDE CORNER POST

894-417-704

BUTTRESS TRANSFER PLATE

894-417-693

BUTTRESS TOP PLATE

894-417-693

COLUMN LATERAL SUPPORT BEAM, DEBRIS BOOM COLUMN

894-417-711

DEBRIS BOOM COLUMN SUPPORT BEAM

894-417-711

SCREEN PANEL ASSEMBLY

894-417-696

SCREEN PANEL ASSEMBLY

894-417-696

INSIDE CORNER POST

894-417-704

OUTSIDE CORNER POST

894-417-705

HG A5

894-417-686

HG A4

894-417-686

HG A6

894-417-686

HG A9

894-417-686

HG A3

894-417-686

HG A10

894-417-686

COLISION GUARD RAIL

894-417-693

Drawing package sheet number 12

WEST DAM EMBANKMENT

WALL DETAIL

SCALE 1 / 60

DETAIL A

SCALE 1 /16

DETAIL B

SCALE 1 / 16

DETAIL E

SCALE 1 / 6

DETAIL D

SCALE 1 / 6

DETAIL C

SCALE 1 / 6

EAST ABUTMENT

WALL DETAIL

SCALE 1 / 80

DETAIL F

SCALE 1 /16

DETAIL G

SCALE 1 /8

DETAIL H

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

W

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S

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IN

K S

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MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

A

B

E

D

C

F

G

H

DA

LL

AS

C

RE

EK

P

RO

JE

CT

ASSEMBLY DETAILS

SCREEN PANELS AND

ABUTMENT WALL AREA

894-417-688

Buttress not shown

COLUMN SUPPORT, ABUTMENT WALL

894-417-710

ABUTMENT WALL COLUMN BUOY ASSEMBLY

894-417-714

HG A5

894-417-686

SKIRT CLAMP BAR, DEBRIS BOOM CORNER WALL

894-417-718

SKIRT, DEBRIS BOOM CORNER WALL

894-417-720

HG A3

894-417-686

HG A7

894-417-686

COLISION GUARD RAIL

894-417-693

WALL CONNECTION PLATE

894-417-691

HG A7

894-417-686

HG A9

894-417-686

WALL CONNECTOR WELDMENT, WEST

894-417-690

SCREEN PANEL ASSEMBLY

894-417-696

BUTTRESS AND

BUTTRESS TRANSFER

PLATES NOT SHOWN

Single Angle Clip connection, 3 places, drawing 894-417-693

HG A7

894-417-686

Double Clip connection 2 places, drawing 894-417-693

HG A8

894-417-686

NOTES

1. Close all gaps between Screen Assemblies and Inside and Outside Corner posts.

Finished screen shall have no gaps large enough to pass a 1/4" rod

OUTSIDE CORNER POST

894-417-705

INSIDE CORNER POST

894-417-704

PANEL ASSEMBLY

894-417-696

Drawing package sheet number 13

DETAIL A

SCALE 1 / 50

SECTION B-B

SCALE 1 / 50

DETAIL C

TYPICAL SCREEN ASSEMBLY GROUT DETAIL

SCALE 1 / 2

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

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IN

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EP

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OF

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IS

H

SC

RE

EN

MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

A B

B

C

NOTES

1. Grout all gaps under screen panels and post bases.

Finished screen shall have no gaps large enough to pass a 1/4" rod

DA

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GROUT DETAILS

894-417-689

PANEL ASSEMBLY

894-417-696

TOP OF FOUNDATION

1/4" MIN

1" Min 1" Min

135° 135°

Nonshrink Grout see specification section 03 62 20

Grout shall not prevent removal of Clamp Bar.

(7 7/8")

Drawing package sheet number 14

ISO VIEW

WEST WALL CONNECTOR WELDMENT

SCALE 1/7

Approx 384.24 lbmass

WEST WALL CONNECTOR WELDMENT

SCALE 1 / 8

VIEW A-A

SCALE 1 / 8

DETAIL H

SCALE .75

ISO VIEW MIRRORED PART

EAST WALL CONNECTOR WELDMENT

1 / 7 Approx 384.24 lbmass

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

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AR

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EN

T

OF

T

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IN

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OR

BU

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P

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F

IS

H

SC

RE

EN

MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

A

A

H

3/16

NOTES

1. Material: steel A36 or A572 (any grade)

2. Remove all burs and break sharp edges.

3. All dimensions are in inches.

4. Weld in accordance with AWS D1.1. Weld sizes identified are minimums unless otherwise noted.

All joints are to be fully welded to prevent water intrusion/corrosion in joints.

5. Finish: Hot dipped galvanized in accordance with specification.

6. Unless otherwise noted dimensions are 1 8".

7. Quantity 1 ea.

894-417-690

WEST AND EAST WALL

CONNECTOR WELDMENTS

4.505x

4.0 24.375

72.625

120.875

165.125

.50

12.50

18.758x

.502x

3.75

3/16

3/16 3/16

1.25 Typ

1.752x Typ

.633x Typ

3.00 Typ

6.00 Typ

2.75

5.00 Typ

1.187

3.00

14.00

8.505x

6.005x

168.75

1.753x Typ

7.255x

.755x 5x

.505X

.625

.505x

.505x

90°

1.125

R1.25

.759x 9.375

Total wt 780 lb

Drawing package sheet number 15

PLAN VIEW

SCALE 1.25

Approx 2.54 lbmass

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

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T

OF

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IN

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F

IS

H

SC

RE

EN

MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

NOTES

1. Material: Steel A36 or A572 (any grade)

2. Remove all burs and break sharp edges.

3. All dimensions are in inches.

4. Finish: Hot dipped galvanized in accordance with specification.

5. Unless otherwise noted dimensions are ".

6. Quantity 10

WALL CONNECTION PLATE

894-417-691

2.50

1.00

R1.25

.633x

.8753x

1.50

4.125

R.13

.8751.752x .50

Total wt 30 lb

Drawing package sheet number 16

POST ANGLE CLIP

QUANTITY 240

SCALE 3/4

Approx 3.18 lbmass

COLLISION GUARD RAIL

QUANTITY 10

SCALE 1 / 4

Approx 240.29 lbmass

BUTTRESS TRANSFER PLATE

QUANTITY 40

SCALE 3/8

Approx 6.29 lbmass

BUTTRESS TOP PLATE

QUANTITY 10

SCALE 3/8

Approx 53.30 lbmass

SECTION G-G

SCALE 3/8

ISOMETRIC VIEW

SCALE 1 / 4

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

HE

IN

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RI

OR

BU

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F

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AM

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AS

C

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P

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F

IS

H

SC

RE

EN

MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

G

G

NOTES

1. Material: A36 or A572 (any grade).

2. Remove all burs and break sharp edges.

3. Weld in accordance with AWS D1.1. All joints shall be fully welded to prevent water intrusion.

4. All dimensions are inches.

5. Linear dimensional tolerances are .09 unless noted otherwise. Hole spacing and diameters are .03.

6. Finish: Hot dipped galvanized in accordance with specification.

AS

C

RE

EK

P

RO

JE

CT

1.125

3.25

3.625( )

5.00

.50

2.00

1.75

1.002X

.752X

R1.375

21°2.25

201.26( ) 197.76

R1.752X 1.252X

3.002X

9.002X

R1.252X

W6 X 15

8.00

5.00

.503X

1.75 1.75

.633X

.883X

BUTTRESS PLATES

COLLISION GUARD

POST ANGLE CLIP

894-417-693

.375

5.00

.8753x 1.25

.753x 3.003x

.813

1.252x

6.00 10.00

.503x

1.75

1.75

7.00

1.1253x

4.50

2.1252x

7.00

6.75

.50

3.50

.50

11.75

10.00

.50

18.00

.50

3/16

5.502x

.502x

4.002x 3.002x

2.252x

3.6252x .8752x

3/16 Both pieces

Both pieces

7.313

3/16

3.00

Total wt 4120 lb

Drawing package sheet number 17

1/2 BOLT ASSEMBLY

SCALE 1 / 2

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

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S

TH

IN

K S

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ET

Y U.

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OF

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F

IS

H

SC

RE

EN

MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

PARTS LIST

DESCRIPTIONDRAWING NUMBERQTYITEM

SMALL SCREEN PANEL894-417-69911

SCREEN FRAME WELDMENT894-417-70012

CLAMP BAR SHORT894-417-69823

LARGE SCREEN PANEL894-417-69934

CLAMP BAR LONG894-417-69855

CLAMP BAR MED894-417-69866

POST ANGLE CLIP894-417-693127

1/2 BOLT ASSEMBLYSEE BELOW248

3/8 STAINLESS STEEL BOLT ASSEMBLY894-417-697109

3/8 BOLT ASSEMBLY 2-1/2 LONG HOT DIPPED GALVANIZED894-417-6973310

3/8 BOLT ASSEMBLY 2" LONG HOT DIPPED GALVANIZED894-417-6975611

APPROXIMATELY 200' OF 3M SCOTCHRAP 51 CORROSION

PROTECTION TAPE

N/A112

NOTES

1. Quantity listed in Table is per panel, there are 20 panels in complete structure.

2. Install all fasteners per manufacutures recommendations unless otherwise noted.

3. Items 7&8 must be intalled after assemblies are placed in screen suport structure, (these items will hit corner posts and prevent panel installation).

4. The following spare parts shall be delivered to site at location directed by COR:

Quantity Item Description

2 1 SMALL SCREEN PANEL

4 2 LARGE SCREEN PANEL

DA

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EK

P

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CT

2 X 2 LONG A325 BOLT

HOT DIPPED GALVANIZED

A325 WASHERS

HOT DIPPED GALVANIZED

A563 NUT

HOT DIPPED GALVANIZED

Scotchrap tape shall be applied to all galvanized surfaces that contact stainless steel screen.

Scotchrap tape shall be applied to all galvanized surfaces that contact stainless steel screen.

PANEL ASSEMBLY

894-417-696

SHEET 1 OF 2

LOCK WASHER

HOT DIPPED GALVANIZED

Drawing package sheet number 18

SCALE 1.25

SCREEN FRAME ASSEMBLY

ISO VIEW

SCALE .1

DETAIL B

SCALE 1

DETAIL C

SCALE 3

3/8 BOLT ASSEMBLY

2" LONG

SCALE 1.25

3/8 BOLT ASSEMBLY

2-1/2" LONG

SCALE 1.25

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

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IN

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H

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MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

3/8 STAINLESS STEEL BOLT ASSEMBLY PARTS LIST

STOCK NUMBERDESCRIPTIONQTYITEM

McMaster Carr PN 92240A626 or approved equal.3/8 X 1-1/4 LENGTH 18-8 STAINLESS STEEL SCREW11 McMaster Carr PN 90313A115 or approved equal.1-1/2 DIAMETER 18-8 STAINLESS WASHER12 McMaster Carr PN 93920A170 or approved equal.HARD FIBER SHOULDER SPACER23 McMaster Carr PN 98017A199 or approved equal.3/8 STAINLESS WASHER14 McMaster Carr PN 91831A127 or approved equal.3/8 NYLON INSERT LOCK NUT 18-8 STAINLESS 15

A

C

3/8 BOLT ASSEMBLY HOT DIPPED GALVANIZED PARTS LIST

STOCK NUMBERDESCRIPTIONQTYITEM

McMaster Carr PN 95373A168 or approved equal3/8 X 2" LENGTH HOT-DIPPED GALV BOLT11 McMaster Carr PN 90371A031 or approved equal3/8 HOT-DIPPED GALVANIZED STEEL HEX NUT12 McMaster Carr PN 93012A113 or approved equal3/8 SAE FLAT WASHER HOT DIPPED GALVANIZED23 McMaster Carr PN 94639A854 or approved equal3/8 NYLON SPACER 3/4 LONG14 McMaster Carr PN 95373A171 or approved equal3/8 X 2-1/2" LENGTH HOT-DIPPED GALV BOLT15

B

SCREEN PANELSCREEN FRAME WELDMENT ANGLE

Ensure shoulder on Fiber Spacer engages hole in angle to prevent contact between angle and bolt. Tighten bolt until assembly is snug, do not crush Fiber Spacers.

Scotchrap tape shall be applied to all galvanized surfaces that contact stainless steel screen

(Frame and Clamp Bars).

Wrap Scotchrap tape around all Clamp edges that interface stainless steel screen.

Nylon spacer (TYPICAL) placed under Clamp Bar to prevent bolt from contacting Stainless Steel screen.

PANEL ASSEMBLY DETAILS

894-417-697

SHEET 2 OF 2

Drawing package sheet number 19

CLAMP BAR LONG

SCALE 1 /3

17.49 lbmass

CLAMP BAR MED

SCALE 1 /3

8.81 lbmass

CLAMP BAR SHORT

SCALE 1 / 3

3.54 lbmass

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

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IN

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BU

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F

IS

H

SC

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EN

MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

NOTES

1. Material: A36 or A572 steel

2. Remove all burs and break sharp edges.

3. All dimensions are inches.

4. Finish: Hot dipped galvanized in accordance with specification.

9.0011X .56311X

94.00

2 X 1 X 3 16 C Section

2 X 1 X 3 16 C Section

9.005X .5635X

2 X 1 X 3 16 C Section

.5632X

9.00

47.75

19.00

894-417-698

CLAMP BARS

Total wt 3050 lb

Drawing package sheet number 20

FRONT VIEW

BOTTOM VIEW

LARGE SCREEN PANEL

SCALE 1/4

82.44 lbmass

SIDE VIEW

DETAIL A

TYPICAL ALL CORNERS

SCALE 2

DETAIL B

TYPICAL ALL CORNERS

SCALE 2

SCREEN PATTERN

SCALE 2

EXAMPLE OF CORNER BEND

ON PERFORATED MATERIAL

SCALE 2

SMALL SCREEN PANEL

SCALE 1/4

34.48 lbmass

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

HE

IN

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F

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C

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P

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AY

F

IS

H

SC

RE

EN

MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

A

B

NOTES

1. Material: 300 Series stainless steel 16ga.

AS

C

RE

EK

P

RO

JE

CT

47.25

95.25

.38

12.00

12.00

.50

.50

R.125( ) Radius shall be large enough to prevent cracking on outside of bend.

.375

.313

.313

.25

REMOVE OR

BREAK ALL

JAGGED/SHARP

PROJECTIONS

19.50

SIDE VIEW FRONT VIEW

BOTTOM VIEW

95.25

.8753X

Perforations not shown for clarity.

Perforations not shown for clarity

SCREENS

894-417-699

Total wt 5900 lbs

Drawing package sheet number 21

Front View

SCALE 1 / 12

902.03 lbmass

EXPLODED

SCALE 1/20

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

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IN

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RI

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BU

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CT

CO

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RA

DO

W

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F

IS

H

SC

RE

EN

MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

PARTS LIST

DESCRIPTIONDRAWING

NUMBERQTYITEM

TOP HORIZONTAL ANGLE894-417-70111

CENTER HORIZONTAL ANGLES894-417-70132

BOTTOM HORIZONTAL ANGLE894-417-70113

CENTER BOTTOM VERTICAL ANGLE894-417-70214

CENTER MIDDLE VERTICAL ANGLE894-417-70225

CENTER TOP VERTICAL ANGLE894-417-70216

LEFT VERTICAL ANGLE894-417-70317

RIGHT VERTICAL ANGLE894-417-70318

NOTES

1. Material: A36 or A572 steel

2. Remove all burs and break sharp edges.

3. All dimensions are in inches.

4. Weld in accordance with AWS D1.1. All welds shall be 3/16 minimum. Weld sizes identified are minimums unless otherwise noted. All joints are to be fully welded to prevent water intrusion/corrosion in joints.

5. Finish: Hot dipped galvanized in accordance with specification.

6. Unless otherwise noted dimensions are .125.

7. Frame shall be square within .25, comparing measurements from corner to corner (excluding welds and corner radii).

G

FJP

All joints on this face

45.6254x 45.6254x ( )

50.00

98.25

146.50

Back ViewSide View

Fully weld all fillet joints on all components

All similar joints

Face of panel shall be flat within .25

186.95( ) To check panel squareness

186.95( ) To check panel squareness

48.25( )

48.25( )

48.25( )

SCREEN FRAME WELDMENT

894-417-700

SHEET 1 OF 4

Total wt 18400

Drawing package sheet number 22

EXPLODED

SCALE 1/40

HORIZONTAL ANGLE TOP ITEM 1

SCALE 1 / 5 DETAIL A

SCALE 3/4

HOTIZONTAL ANGLE BOTTOM ITEM 3

SCALE 1/5

CENTER HORIZONTAL ANGLE ITEM 2

SCALE 1 / 5

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

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IN

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F

IS

H

SC

RE

EN

MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

A

99.00

101.75( )

9.0011X

R.75 R1.375

1.25

1.00

R.19

R.19

.063

100.75

30°

1.7511X

9.0011x

1.7511X

3.1252X

100.75

3.50

5.00

4.00

.500

6.00

3.50

5.00

.375

.375

9.0011X

93.75

2.0011X

.62511X

.62511X

.62511X

SCREEN FRAME WELDMENT

894-417-701

SHEET 2 OF 4

Drawing package sheet number 23

CENTER BOTTOM VERTICAL ANGLE

ITEM 4

SCALE 1 / 3 CENTER MIDDLE VERTICAL ANGLE

ITEM 5

SCALE 1 / 3

CENTER TOP VERTICAL ANGLE

ITEM 6

SCALE 1 /3

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

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IN

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CT

CO

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R

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F

IS

H

SC

RE

EN

MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

2.50

2.50 .375 2.50

2.50 .375 2.50

2.50

.375

19.875

47.750 44.50

3.500

3.125

10.125

22.125

34.125

10.125

22.125

34.125

8.50

1.253X 1.253X

1.25

.4533X

.4533X .4533X

SCREEN FRAME WELDMENT

894-417-702

SHEET 3 OF 4

Drawing package sheet number 24

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

HE

IN

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BU

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AS

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P

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CT

CO

LO

W

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R

ES

ER

LW

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F

IS

H

SC

RE

EN

MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

9.00

161.75.06

.6312X

2.00 2.00

1.375 4.375

9.004X

46.625

2.375

52.625.09

100.88

148.375

9.004X 9.004X

94.875

143.125

2.002.00

4.375 52.625

100.875 148.375

161.75.06

9.004X 9.004X 9.004X 9.00

2.375 46.625

94.875 143.125

2.00 2.00 2.00 2.00

RIGHT VERTICAL ANGLE ITEM 8

LEFT VERTICAL ANGLE ITEM 7

2.62512X

.6312X

.6317X

.6317X

2.62512X 4.125

2.00

4.125 2.00

4.1254.125

2.00 2.00

SCREEN FRAME WELDMENT

894-417-703

SHEET 4 OF 4

5.00

3.50

.375

.375 5.00

3.50

Drawing package sheet number 25

FRONT

TOP

SCREEN ATTACH PLATE

SCALE 1 : 1

ISO VIEW

SCALE 1 / 8

287.74 lbmass

BOTTOM

BASE PLATE DETAIL

SCALE 1/2

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

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MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

894-417-704

INSIDE CORNER POST

BASE

PLATE

DETAIL

NOTES

1. Material: A36 or A572 (any grade) steel

2. Remove all burs and break sharp edges.

3. Weld in accordance with AWS D1.1. Unidentifed weld sizes shall be, at a minimum, the size of the thinest section thickness being joined. Weld sizes are minimums unless otherwise noted.

All joints shall be fully welded to prevent water intrusion.

4. Finish: Hot dipped galvanized in accordance with specification.

5. All dimensions are inches.

6. Flat pattern dimensional tolerance is .03.

7. Quantity 10.

4.50.13

48.75.13

97.00.13

145.25.13

165.63.06

4.00.06

169.75.13

.663x

4.902x

3.332x

1.142x

R1.502x

1.832x

4.402x

2.71

1.873x

3.50

5 X 5 X 38 ANGLE

1/4 1/4

1/4 1/4

1/4 1/4

1/4 1/4

1/4 1/4

3/8 .75

.6255x Plate

1.503X

R2.00

12.00

120°

Total wt 3000 lb

Drawing package sheet number 26

FRONT SIDE

TOP

BOTTOM

ISO VIEW

SCALE 1 / 8

281.75 lbmass

BASE PLATE DETAIL

SCALE 1 / 2

COLLISION RAIL ATTACH PLATE

SCALE 3/4

SCREEN ATTACH PLATE

SCALE 3/4

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

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T

OF

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MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

894-417-705

OUTSIDE CORNER POST

WELDMENT

BASE

PLATE

DETAIL

NOTES

1. Material: A36 or A572 (any grade) steel

2. Remove all burs and break sharp edges.

3. Weld in accordance with AWS D1.1. Unidentifed weld sizes shall be, at a minimum, the size of the thinest section thickness being joined. Weld sizes are minimums unless otherwise noted.

All joints shall be fully welded to prevent water intrusion.

4. Finish: Hot dipped galvanized in accordance with specification.

5. All dimensions are inches.

6. Flat pattern dimensional tolerance is .03.

7. Quantity 9.

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SP

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4.50.13

48.75.13

97.00.13

145.25.13

165.63.06 166.00.13

1.503X

R2.003X

12.00

120°3X

1.252X

3.502X R3.00

1.0612X 2.1212X

4.933

.75.6255X

.75

1.002X

2.502X

147° 1.452X

5.502X

4.26

10°2X

169.75.13

5 X 5 X 38 ANGLE

3.00.06

SCREEN ATTACH PLATE

COLLISION RAIL ATTACH PLATE

3/8 3/8

1/4 1/4

1/4 1/4

1/4 1/4

1/4 1/4

1/4 1/4

2.392( )

Total wt 2700 lb

Drawing package sheet number 27

CLOUMN SUPPORT, LATERAL

QUANTITY 1

SCALE 1 / 5

Approx 95.42 lbmass

CORNER COLUMN LATERAL SUPPORT CLIP

QUANTITY 1

SCALE 1/3

Approx 11.68 lbmass

COLUMN SUPPORT, DAM WALL

QUANTITY 1

SCALE 1 / 5

Approx 113.11 lbmass

COLUMN SUPPORT, ABUTMENT WALL

QUANTITY 1

SCALE 1 /5

Approx 129.45 lbmass

SECTION A-A

SCALE 1 / 3

DETAIL B

SCALE 1 / 3

SECTION C-C

SCALE 1 / 3

VIEW D-D

SCALE 1/3

SECTION E-E

SCALE 1 /5

BUOY STOP LEFT

QUANTITY 10

SCALE 1/3

Approx 2.36 lbmass

BUOY STOP RIGHT (MIRRORED)

QUANTITY 10

SCALE 1/3

Approx 2.36 lbmass

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

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K S

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Y U.

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MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

A

A

B

C

C

D

D

E E

NOTES

1. Material: A36 or A572 (any grade).

2. Remove all burs and break sharp edges.

3. Weld in accordance with AWS D1.1. Where accessable, all joints shall be fully welded to prevent water intrusion.

4. All dimensions are inches.

5. Linear dimensional tolerances are .09 unless noted otherwise. Hole spacing and diameters are .03.

6. Finish: Hot dipped galvanized in accordance with specification.

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COLUMN SUPPORT

WELDMENTS & BUOY STOPS

894-417-710

4.00

4.00

9.00

4.00

.625 Typ

14.00

45°

11.313

1.063

.8133x

2.1252x

1.503x

9.00

24.00 Typ

10.00 Typ

20.00 Typ

1.25 Typ

7.00

1.00 1.00

24.25

.50

.50

19.69

1.063

7.00

3.00

.8133x

2.253x 2.1252x

7.50

1.063

1.503x

.8133x

2.1252x

4.00

9.00

6 X 6 X 12 Square tube Typ

.75

3.00

6.00

120°

2.1252x

.8753x

1.753x

6.50

.75

.8753x

1.253x

2.1252x

1/4 Typical

3/8 Typical

1/8

3/8

Typical

2.50 Typ

.375 Typ

2.00 Typ

.692x Typ

1.00 Typ

1.0632x Typ

7.00 Typ

R.50

3.75 Typ

.75

.75

.75

Total weight of all parts 420lbs

Drawing package sheet number 28

COLUMN LATERAL SUPPORT BEAM

QUANTITY 1

SCALE 1/4

Approx 279.12 lbmass

COLUMN SUPPORT BEAM

QUANTITY 9

SCALE 1/4

Approx 230.58 lbmass

COLUMN CROSS BRACE ROD

QUANTITY 16

SCALE 1

Approx 27.23 lbmass

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

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IN

K S

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ET

Y U.

S.

D

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T

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MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

NOTES

1. Material: A36, A572 (any grade) or AISI 1010-1018 steel

2. Remove all burs and break sharp edges.

3. Finish: Hot dipped galvanized in accordance with specification.

4. Dimensions are inches.

5. Linear tolerances .09 unless otherwise noted. Hole diameters and distance between holes .03.

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COLUMN SUPPORT BEAMS

AND CROSS BRACE ROD

894-417-711

262.00 1.75

1.75

.875 Typ

2.375 Typ

2.125 Typ

W 8 x 13

6.25

218.00

Hole pattern centered in web typ.

1.875 Typ

.875 Typ

2.375 Typ

2.125 Typ

1.875( ) Ref W 8 x 13

Threaded 5/ 8-11 UNC 3" min, both ends

.625

May be fabricated in two pieces and joined with a galvanized coupling nut & galvanized jam nuts on both sides of coupling nut.

Top flange removed

Total wt 2600 lb

Drawing package sheet number 29

SCALE .6

SECTION B-B

SCALE .6

SECTION C-C

SCALE .6

ISOMETRIC VIEW

SCALE 1 / 10

Approx 671.37 lbmass

SECTION D-D

SCALE 1 / 5

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

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IN

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BU

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F

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MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

A

B

B

C C

D D

NOTES

1. Material: A36 or A572 (any grade) and ASTM A53 standard steel pipe.

2. Remove all burs and break sharp edges.

3. Weld in accordance with AWS D1.1. Where accessable, all joints shall be fully welded to prevent water intrusion.

4. All dimensions are inches.

5. Linear dimensional tolerances are .09 unless noted otherwise. Hole spacing and diameter are .03.

6. Finish: Hot dipped galvanized in accordance with specification.

7. Quantity 10.

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DEBRIS BOOM COLUMN

894-417-712

.75

4.00

3.00

5.063

8.75

.688

.50

.1251.313

2.00

10.50

.753X 1.503X

R.50 Typ

1.875

3.00

2.1252X

14'- 7/16"

14'-7 15/16"

5.00

3.002x

4.002x

13.75

.25

.50

10" Schedule 40 pipe

10.75 Ref

1.00

16.00

16.00 12.00 Typ

1.004X

1/2

1/8 1/8

G

4 places

1/4

2 places

1/8 1/8All

2.345

Total wt 6900 lb

Drawing package sheet number 30

TYPICAL COLUMN BUOY

QUANTITY 7

SECTION A-A

SCALE .15

Approx wt N/A

ABUTMENT WALL

COLUMN BUOY

QUANTITY 1

SCALE .1

Approx wt 746.29 lbmass

NORTHWEST CORNER

COLUMN BUOY

QUANTITY 1

SCALE .1

Approx wt 746.63 lbmass

CORNER COLUM BUOY

QUANTITY 1

SCALE .1

Approx wt 707.92 lbmass

DETAIL B

SCALE 0.30 : 1

DETAIL C

SCALE 1 /4

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

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IN

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BU

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MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

A

A

B

C

NOTES

1. Material: A36 or A572 steel, ASTM A53 Standard steel pipe of correct thickness also acceptable.

Rectangular tube to ASTM A500 or A513.

2. Remove all burs and break sharp edges.

3. Weld in accordance with AWS D1.1. Weld sizes shall be, at a minimum, the size of the thinest section thickness being joined. All joints shall be fully welded to prevent water intrusion.

4. When fabrication is complete buoys shall be pressurized to 20psi and must show no pressure loss for 24 hours.

5. Buoys shall be filled with closed cell foam and allowed to cure per manufactures recomendations, then capped with pipe plugs.

6. All dimensions are inches.

7. Dimensional tolerances are .09 unless noted otherwise.

8. Finish: Powder coat, see specification color gray to match galvanizing.

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.25 Typ

.25 Typ

12.25 Typ

.25 Typ

1.002x Typ

R10.50 Typ

2.00 Typ

1.25 Typ

2.375 Typ

1.00 Typ

8.00 Typ

8.625 Typ

.375 Typ .25 Typ

8 x 4 x 1/4 wall rectangular tube Typ

14.00 14.00

132°

1.50 Typ

4" pipe threaded bung. Typ

894-417-713

COLUMN BUOYS

90°

14.375

34.00

1.504x Typ

26.00 Typ1.004x Typ

2.25 Typ

65.62 Typ

76.25 Typ

14.50 Typ11.25°

.43816x Evenly spaced

.254x Typ

16.50 Typ

.25 Typ

14.375

34.00

70°

Total wt 7280 lb

1/4 1/4 Both sides Typ

Completely weld all. Typ

4x

Fully weld all locations where rectangular tube contacts buoy.

Fully weld all locations where rectangular tube contacts buoy.

Hole pattern same as top

Drawing package sheet number 31

TYPICAL COLUMN BUOY ASSEMBLY

7 ASSEMBLIES REQUIRED

TYPICAL BUSHING ASSEMBLY

BUOY COLUMN BUSHING

MATERIAL HDPE (SEE SPECIFICATION)

SCALE 3/8

BUSHING CAP

MATERIAL A36 OR A572 (ANY GRADE) STEEL

SCALE 3/8

APPROX WT 2.69 lbmass

DETAIL D

SCALE 1/3

ITEM QTY DESCRIPTION

1 320 3/8" FLATHEAD SCREW 18‐8 STAINLESS STEEL 2‐1/4" LONG

2 320 3/8" FLAT WASHER 18‐8 STAINLESS STEEL

3 320 3/8" SELF LOCKING NUT 18‐8 STAINLESS STEEL

4 80 BUOY COLUMN BUSHING

5 40 BUSHING CAP

PARTS LIST

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

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S

TH

IN

K S

AF

ET

Y U.

S.

D

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AR

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T

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MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

D

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BUOY ASSEMBLY AND

BUMPER PARTS

894-417-714

COLUMN BUOY ASSEMBLY, TYPICAL

894-417-714

11.5016.00

14.50

.39004x 11.25°

.25

.25

22.5°3X

1.00

12.25

16.00

14.50

11.25°

.398x Countersink to make 3/8" flathead flush.

.25.25

.25

22.5°7x

ABUTMENT WALL COLUMN

BUOY ASSEMBLY

1 REQUIRED

CORNER COLUMN

BUOY ASSEMBLY

1 REQUIRED

NORTHWEST CORNER COLUMN

BUOY ASSEMBLY

1 REQUIRED

Bushing and Cap assemblies as shown above.

Stagger rotation of Bushing and Cap so that gaps do not align.

NOTES

1. Quantities listed are for complete assembly.

2. Torque fasteners to manufactures recomendations.

Steel wt 112 lb

Drawing package sheet number 32

DEBRIS BOOM ASSEMBLY 19'

QUANTITY 8

SCALE 1 / 30

DEBRIS BOOM ASSEMBLY 12'

QUANTITY 1

SCALE 1/30

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

HE

IN

TE

RI

OR

BU

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F

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AM

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P

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F

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MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

PARTS LIST

DRAWING NUMBERTITLEQTYITEM

SEE SPECCHAIN LINK FENCE MATERIAL 9ga.11

894-417-717DEBRIS BOOM COUNTER WEIGHT ANGLE22

894-417-719COUNTER WEIGHT 19' BOOM & 12' BOOM13

894-417-716HDPE PIPE WELDMENT14

3/4 DIA 6 LONG BOLT ASSY (BOLT, 2 FLAT WASHERS, LOCK

WASHER, NUT)

894-417-718CHAIN LINK ATTACH BAND76

5/8 DIA 2 LONG BOLT ASSEMBLY (BOLT, 2 FLAT WASHERS,

LOCK WASHER, NUT)

5/16 DIA 1 LONG BOLT ASSEMBLY (BOLT, 2 FLAT WASHERS,

LOCK WASHER, NUT)

894-417-718TENSIONER ROD VERTICAL29

894-417-717DEBRIS BOOM CONNECTOR PLATE AND FLANGE BACKER PLATES210

894-417-718TENSIONER ROD 19' BOOM & 12' BOOM211

894-417-717BUOY SKIRT CLIP LEFT112

894-417-717BUOY SKIRT CLIP RIGHT113

NOTES

1. Assemble all fasteners per manufacture's recommendations.

2. Quantities in parts list is for a single assembly.

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DEBRIS BOOM ASSEMBLY

894-417-715

Tensioner rod is threaded through chain link

Drawing package sheet number 33

SECTION A-A

SCALE 1/6

224" WELDMENT

SCALE 1 / 25

ISOMETRIC VIEW

153.5" WELDMENT

SCALE 1/25

ISOMETRIC VIEW

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

HE

IN

TE

RI

OR

BU

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AU

O

F

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CL

AM

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AS

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P

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F

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MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

A

A

NOTES

1. Material: HDPE Pipe DR 17

2. Remove all burs and break sharp edges.

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HDPE PIPE WELDMENT

894-417-716

20" HDPE 17DR PIPE

Standard 20" blind flange.

Only 10 holes will be used, standard flange pattern is 20 holes. The other 10 holes are optional.

Blind flanges welded per standard practice. Assembly must be fully sealed.

224.0 (for 19' assemblies, qty 8)

.94 - 1.2510x

Hole patterns must be aligned (clocked) to one another.

153.50 (For 12' assembly qty 1)

Drawing package sheet number 34

DEBRIS BOOM COUNTERWEIGHT ANGLE

QUANTITY 18

SCALE 1 / 4

APPROXIMATE WT 35.78 lbmass

DETAIL A

SCALE 1 / 2 BUOY SKIRT CLIP LEFT

QUANTITY 9

APPROXIMATE WT 7.29 lb

BUOY SKIRT CLIP RIGHT

QUANTITY 9

MIRROR PART

APPROXIMATE WT 7.29 lbmass

DEBRIS BOOM CONNECTOR PLATE

QUANTITY 18

SCALE 1 / 4

APPROXIMATE WT 167.17 lbmass

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

HE

IN

TE

RI

OR

BU

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O

F

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CL

AM

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AS

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P

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F

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MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

A

NOTES

1. Material: A36 or A572 (any grade).

2. Remove all burs and break sharp edges.

3. Weld in accordance with AWS D1.1. All joints shall be fully welded to prevent water intrusion.

4. All dimensions are inches.

5. Linear dimensional tolerances are .09 unless noted otherwise. Hole spacing and diameters are.03 unless noted otherwise

6. Finish: Hot dipped galvanized in accordance with specification.

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894-417-717

.8752x .888.0202x

4.25

.75

7.005x

.506x

23.00

20.00

1.50

.50 .90

.438

47.75

4.00

10.00

.25

2.25

2.25 4 X 4 X 38 Angle

2.625

46.25

1.506x

1.50

7.725.020

3/16

DEBRIS BOOM

COUNTERWEIGHT ANGLE,

BUOY SKIRT CLIPS,

CONNECTOR PLATES AND

FLANGE BACKER PLATES

3.00

2.25

.25

.875

1.00

R.75

14.695

1.504x

1.75

.504x

6.50 6.50

21.00 12.75

3.50

2.00

R2.00

5.50

.87510x Evenly spaced

1.00

.625

3/8

18.00

.625

25.00 27.50 line struck through these two holes must be normal to attach plate.

FLANGE BACKER PLATES

QUANTITY 18 SETS OF TWO PIECES

SCALE 1 / 4

APPROXIMATE WT 35.779 lbmass

22.0

Hole pattern and OD match Connector Plate

One set is two pieces

3 X 3 X 38

ANGLE

Total wt 4500 lb

Drawing package sheet number 35

TENSIONER ROD, 19' BOOM

QUANTITY 16

SCALE 1 /8

APPROXIMATE WT 5.56 lbmass

TENSIONER ROD, 12' BOOM

QUANTITY 2

SCALE 1/8

APPROXIMATE WT 3.71 lbmass

TENSIONER ROD VERTICAL

QUANTITY 18

SCALE 1/8

APPROXIMATE WT 1.65 lbmass CHAIN LINK ATTACH BAND

QUANTITY 61

SCALE 1/3

APPROXIMATE WT 2.24 lbmass

SKIRT CLAMP BAR, DEBRIS BOOM CORNER WALL

QUANTITY 2

SCALE 1/8

APPROXIMATE WT 70.78 lbmass

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

HE

IN

TE

RI

OR

BU

RE

AU

O

F

RE

CL

AM

AT

AS

C

RE

EK

P

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W

AY

R

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ER

LW

AY

F

IS

H

SC

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EN

MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

NOTES

1. Material: A36 or AISI 1010-1018 steel

2. Remove all burs and break sharp edges.

3. Inside corners shall have a maximum radius/corner chamfer of .015 unless otherwise noted.

4. Finish: Hot dipped galvanized in accordance with specification.

5. Dimensions are inches.

6. Linear tolerances .09 unless otherwise noted. Hole diameters .03

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DEBRIS BOOM CHAIN LINK

ATTACH BAND, TENSIONER

RODS & SKIRT CLAMP BAR

894-417-718

35.006x Pattern centered on rod length..507x

.505x 34.004x Pattern centered on rod length.

1 x 1/8 flat bar

1 x 1/8 flat bar

212.00

141.50

47.00

20.00 20.00 .503X

1 x 1/8 flat bar

20For HDPE pipe.

.50

.75

2.00

R.50

1.50

.19

12 ga. minimum material

4.00

167.00 .637x

3.00

23.007x .375

Total wt 430 lb

Drawing package sheet number 36

COUNTER WEIGHT, 19' BOOM

QUANTITY 8

SCALE 1 / 4

APPROXIMATE WT 126.15 lbmass

DETAIL A

SCALE 1 / 2

COUNTERWEIGHT 19'

ISOMETRIC VIEW

SCALE 1 / 10

COUNTERWEIGHT, 12' BOOM

QUANTITY 1

SCALE 1 / 4

APPROXIMATE WT 85.97 lbmass

COUNTERWEIGHT, 12' BOOM

ISOMETRIC VIEW

SCALE 1/10

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

HE

IN

TE

RI

OR

BU

RE

AU

O

F

RE

CL

AM

AT

AS

C

RE

EK

P

RO

W

AY

R

ES

ER

LW

AY

F

IS

H

SC

RE

EN

MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

A

NOTES

1. Material: A36 or A572 (any grade).

2. Remove all burs and break sharp edges.

3. Weld in accordance with AWS D1.1. All joints shall be fully welded to prevent water intrusion.

4. All dimensions are inches.

5. Linear dimensional tolerances are .09 unless noted otherwise. Hole spacing and diameters are.03 unless noted otherwise

6. Finish: Hot dipped galvanized in accordance with specification.

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DEBRIS BOOM

COUNTERWEIGHTS

894-417-719

35.006 @

222.00

2.00 Typ

.625 Typ .4387x Typ

1.007x Typ

1.507x Typ

6.00( ) Ref

.257x

.50

4.00

1.007x Typ

6.00

7.75 34.004x

.50

.25

5x

Total wt 1100

Drawing package sheet number 37

SKIRT, DEBRIS BOOM CORNER WALL

QUANTITY 2

SCALE 1 /10

BUOY SKIRT, LOWER

QUANTITY 24

SCALE 1 / 4

BUOY SKIRT, UPPER

QUANTITY 16

SCALE 1 / 4

A A

B B

C C

D D

RECLAMATION

Managing Water in the West

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

HE

IN

TE

RI

OR

BU

RE

AU

O

F

RE

CL

AM

AT

AS

C

RE

EK

P

RO

W

AY

R

ES

ER

LW

AY

F

IS

H

SC

RE

EN

MATT BRYNER

DESIGNED

MATT BRYNER

DRAWN

KEVIN MORAN

CHECKED

MARK WERNKE

TECH. APPR.

LOUIS WARNER

APPROVED

GRAND JUNCTION, COLORADO

NOTES

1. Material: Heavy Duty Converyor Belting, see specificatin section 35 79 20.

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BUOY SKIRTS AND CORNER

SKIRT

894-417-720

10.00

12.00

Approximate length 50" (cut to fit location)

6.50

.66

Approximate length 70" (cut to fit location)

.66

7.00

23.007x

24.00 168.00

.63 3.00

Adjust dimension to fit location

Drawing package sheet number 38

Drawing package sheet number 39

Drawing package sheet number 40

Drawing package sheet number 41

Drawing package sheet number 42

Drawing package sheet number 43

Drawing package sheet number 44

Drawing package sheet number 45

Drawing package sheet number 46

40-D-60004 ShtNo: