03_140R2024R0017_3_of_19_0003.pdf

VIEW DSECTION C

SEAT

STAINLESS STEEL - 304, 304L, 316, or 316L

ONE REQUIRED

SECTION B

2 3 4 5

D

C

B

A

D

C

B

A

54321

SHEET 2

214-D-60335

HEADWORKS 4.5' STOPLOG

GUIDES

DENVER, CO 2024-02-26

APPROVED

TECH APPR. ALLISON LEWIS, P.E.

CHECKED

AMELIA BECHER

DRAWN

THU PHAM

DESIGNED

THU PHAM

PARTS - SECTIONS

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RYAN STEPHEN, P.E.

MECHANICAL STRUCTURES GMPEER REVIEWER -

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VERTICAL GUIDE

STAINLESS STEEL - 304, 304L, 316, or 316L

ONE REQUIRED AS SHOWN

ONE REQUIRED OPP HAND

NOTES

1. Return all fillet welds.

2. Weld symbols apply to all members of similar identification.

3. Unless otherwise noted, seal weld, whenever possible, all joints to exclude water.

4. Headed anchors shall be flux-filled stud anchors suitable for end welding with automatic end-welding guns or equivalent manually welded anchors. See specifications.

8"

S pa ce s

0"

6"

L6x4x

5"

L6x4x 8 3"

1"

11 4" 3"51 2"

2X

16 THRU

for Part 3

L6x4x

4"x45° Chamfer

3/16 3/16

8" Plate

135°Cut and bend leg of angles as shown

3/16 3/16

2" Plate

8"

8"

3/16 3/16

Symmetric about CL, except connection plate

5'-7"

1"

3" 2'-43 4" 51

2"

31 2"

Symmetric about CL

2" Plate

4X Ø

16 THRU

for Part 3

WT8x38.52'-6"2 Spaces @ 1'-3" = 3/16 3/16

Ø 8"x6

8" headed anchors, see Note 4

2'-2"

4"

1'-2"

Symmetric about CL except for connection plate

61 2"

45°

Ø 8"x6

8" headed anchors, see Note 4

Digitally signed by ALLISON LEWIS Date: 2024.03.05 11:05:30 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:07:45 -07'00'

PLAN

SECTION A

INSTALLATION

ISOMETRIC

ASSEMBLY

DETAIL 1

C

B

A

D

C

B

SHEET 1

214-D-60336

HEADWORKS 10' STOPLOG

GUIDES

DRAWN

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INSTALLATION - ASSEMBLY

- LIST OF PARTS

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RYAN STEPHEN, P.E.

MECHANICAL STRUCTURES GMPEER REVIEWER -

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LIST OF PARTS

MaterialDescriptionNo. Req.Drawing No.Part No.

Stainless SteelSeat1214-D-603371 Stainless SteelVertical guide2214-D-603372

See Specifications1/2"-13 UNC-2A x 1 3/4" Hex hd, bolt w/ 2 washers and nut4No Detail3

Detail 1

1. Quantites shown in List of Parts are for one complete guide assembly.

See Dwg 214-D-60328 for complete installation quantities.

2. Bolted joint is on the sealing face of the guide assembly.

3. Estimated weight of one complete guide assembly is 2500 lb.

NOTES

Faces of guides shall be plumb and perpendicular to seat within "

Sealing surfaces of guides and seat shall be in a common plane and plumb within "

10'-0" 1 16"

Face of seat to be flat within "

Flow

Face to face of guides

*See part for material specifications.

HEADWORKS CONCRETE OUTLINE

PLAN VIEW AND DETAIL _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ 214-D-60456

FISH LADDER AND HEADWORKS STOPLOGS

PLAN - LIST OF PARTS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _214-D-60328

LIST OF DRAWINGS

HEADWORKS 10' STOPLOG GUIDES

INSTALLATION - ASSEMBLY - LIST OF PARTS_ _ _ _ _ _ _ _ 214-D-60336

PARTS - SECTIONS_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 214-D-60337

REFERENCE DRAWINGS

See Dwgs 214-D-60456 headworks concrete details

See Dwg 214-D-60328 for headworks stoplogs installation details

El. 124.50

El. 109.50

0" S pa n

2B 2A

2B 2A

Vertical guide part 2 configuration A and B have different lengths, see Dwg 60337

2B

2A

1 1

Flow when stoplogs installed

If bolt is not installed when concrete is placed, tack nut and insert cap screw to exclude concrete

Apply sealant at joint

El. 110.50

El. 109.50

Flow Flow when stoplogs installed

Digitally signed by ALLISON LEWIS Date: 2024.03.05 09:54:51 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:08:44 -07'00'

VIEW D

SECTION C

SECTION B

C

B

A

D

C

B

214-D-60337

HEADWORKS 10' STOPLOG

GUIDES

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RYAN STEPHEN, P.E.

MECHANICAL STRUCTURES GMPEER REVIEWER -

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B B

VERTICAL GUIDE

STAINLESS STEEL - 304, 304L, 316, or 316L

PART 2A ONE REQUIRED AS SHOWN

PART 2A ONE REQUIRED OPP HAND

PART 2B ONE REQUIRED AS SHOWN

PART 2B ONE REQUIRED OPP HAND

NOTES

1. Return all fillet welds.

2. Weld symbols apply to all members of similar identification.

3. Unless otherwise noted, seal weld, whenever possible, all joints to exclude water.

4. Headed anchors shall be flux-filled stud anchors suitable for end welding with automatic end-welding guns or equivalent manually welded anchors. See specifications.

8" Pa rt

A

Pa rt

A

-0

Pa rt

A

S pa ce s

-0

6"

L6x4x

"x6 8" headed anchors, see Note 4

3/16 3/16

11'-1"

Symmetric about CL

1"

3" 5'-13 4" 51

2"

31 2"

8" Plate 4X

16 THRU

for Part 3

WT8X38.5

L6x4x 8 3"

1"

11 4" 3"51 2"

2X

16 THRU

for Part 3 L6x4x

4"x45° Chamfer

3/16 3/16

8" Plate

SEAT

STAINLESS STEEL - 304, 304L, 316, or 316L

ONE REQUIRED

5'4 Spaces @ 1'-3" =

135°Cut and bend leg of angles as shown 4"

3/16 3/16

2" Plate

1'-2"

8"

8"

3/16 3/16

61 2"

Symmetric about CL, except connection plate

2'-2"

5"

Symmetric about CL except for connection plate

Pa rt

B

-0

Pa rt

B

S pa ce s

-0

6"

8" Pa rt

B

45°

"x6 8" headed anchor, see Note 4

Digitally signed by ALLISON LEWIS Date: 2024.03.05 11:06:08 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:09:42 -07'00'

ISOMETRIC

LOWER STOPLOG ASSEMBLY

See Note 2

PLAN

LOWER STOPLOG ASSEMBLY

SEALING FACE

VIEW A

INSTALLATION

C

B

A

D

C

B

214-D-60338

4.5' STOPLOGS

DRAWN

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INSTALLATION - ASSEMBLY

- LIST OF PARTS

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MECHANICAL STRUCTURES GMPEER REVIEWER -

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LIST OF PARTS

MaterialDescriptionNo. Req.Drawing No.Part No.

STRUCTURAL STEELSTOPLOG GATE LEAF1214-D-603401

STRUCTURAL STEELBOTTOM SEAL CLAMP BAR1214-D-603412

STRUCTURAL STEELSIDE SEAL CLAMP BAR2214-D-603413

STRUCTURAL STEELLOWER CLAMP BAR2214-D-603414

STRUCTURAL STEELUPPER CLAMP BAR2214-D-603415

SEE SPECIFICATIONSBOTTOM SEAL1214-D-603426

SEE SPECIFICATIONSSIDE SEAL2214-D-603427

SEE SPECIFICATIONSBOTTOM CORNER SEAL1214-D-603428

SEE SPECIFICATIONSBOTTOM CORNER SEAL1214-D-603429

SEE SPECIFICATIONSLOWER CORNER SEAL1214-D-6034210

SEE SPECIFICATIONSLOWER CORNER SEAL1214-D-6034211

SEE SPECIFICATIONSUPPER CORNER SEAL1214-D-6034212

SEE SPECIFICATIONSUPPER CORNER SEAL1214-D-6034213

SPRING STEELSPRING2214-D-6034214

STRUCTURAL STEELSPRING KEEPER2214-D-6034215

STRUCTURAL STEELSPRING RETAINER4214-D-6034216

SEE SPECIFICATIONSFILLING VALVE1No Detail17 SEE SPECIFICATIONSTAG LINE1No Detail18 SEE SPECIFICATIONS1/2" Dia x 3" Socket head cap screw w/ washers and nut8No Detail19 SEE SPECIFICATIONS1/2" Dia. x 2 1/2" Hex head bolt w/ washers and nut32No Detail20 SEE SPECIFICATIONS3/8" Dia. x 2 1/4" Hex head bolt w/ washers and nut9No Detail21

Detail 1 60339

Detail 2 60339

B

B

C C

A A

*See part for material specifications.

NOTES

Vulcanize all seal joints

See Note 4 and 5

Vulcanize seal joints

Vulcanize seal joints

4.5' STOPLOGS

INSTALLATION - ASSEMBLY - LIST OF PARTS _ _ __214-D-60338

SECTIONS - DETAILS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 214-D-60339

PART - SECTIONS - DETAILS _ _ _ _ _ _ _ _ _ _ _ _214-D-60340

PARTS - SECTIONS - DETAILS _ _ _ _ _ _ _ _ _ _ _ 214-D-60341

PARTS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 214-D-60342

FISH LADDER AND HEADWORKS STOPLOGS

PLAN - LIST OF PARTS_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 214-D-60328

REFERENCE DRAWINGS

LIST OF DRAWINGS

Flow

60339

60339

1. Quantities shown in List of Parts are for one complete lower stoplog assembly. See Dwg 214-D-60328 for complete installation quantities.

2. Lower stoplog is shown for assembly and dimensions. Upper stoplog is identical except for filling valve and tag line.

3. Maintain a 8" seal projection around stoplog sealing faces.

4. Provide brass nameplate with 4" min. text height. Min. plate thickness

4".

Provide all necessary fasteners and hardware to attach nameplate to stoplog skinplate. Center text on nameplate. Nameplate for lower stoplog to read:

Sack Dam 4.5' Lower Stoplog Fish Ladder and Headworks Structure Max head - 14'

5. Change nameplate for upper stoplogs to read:

Sack Dam 4.5' Upper Stoplog Fish Ladder and Headworks Structure Max head - 14'

6. Vulcanize all seal joints.

7. Coat threads of all stainless steel fasteners in a suitable, lead-free, commercial grade anti-seize compound.

8. Estimated weight of one complete stoplog assembly is 2100 lb.

See Dwg. 214-D-60328 for stoplogs installation and location details

Digitally signed by ALLISON LEWIS Date: 2024.03.05 10:15:41 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:10:57 -07'00'

60338

DETAIL 2

60338

SECTION B

60338

SECTION C

60338

C

B

A

D

C

B

214-D-60339

4.5' STOPLOGS

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MECHANICAL STRUCTURES GMPEER REVIEWER -

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1. Modify handle of filling valve so the fully open and fully closed are 45° from horizontal. Filling valve shown in fully closed position.

2. Maintain an uncompressed seal projection of 8" along sides and bottom of bulkhead.

3. Coat threads of all stainless steel fasteners in a suitable, lead-free, commercial grade, anti-seize compound.

4. Vulcanize all seal joints.

NOTES

See Note 2

1" Min. Clearance

2" Nom. Clearance

4" Min. Clearance

45°

16 14

See Note 2

Face of seat bar

See Note 2

Valve shown in closed position, see Note 1

Digitally signed by ALLISON LEWIS Date: 2024.03.05 10:16:18 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:14:54 -07'00'

STOPLOG LEAF

STRUCTURAL STEEL - ASTM A36

ONE REQUIRED

SECTION F

SECTION G

SECTION H

NON-SEALING FACE

DETAIL 3 DETAIL 4

VIEW ESECTION D

C

B

A

D

C

B

SHEET 3

214-D-60340

4.5' STOPLOGS

DRAWN

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PART - SECTIONS -

DETAILS

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G G

H

H Detail 6 60341

Detail 3

Detail 4

E

E

Detail 5 60341

J

J

K K D

D

5'-2" O. to O.

Symmetric about CL, except for fill pipe

2" Drain hole, all beams

5'-1" O. to O. of end plates

7' -1

1 8"

6' -2

3 4"

4"

4"

2X

2 Bar

Tack

3/16 3/16

53 8"

6' -6

2x

2 Bar

3/16 3/16

3/16 3/16

2x

2x2

16 Bar

5x 2 Plate

6' -5

S pa ce s

7"

1' -3

3 4" 1'

-3 3 4"

1' -3

3 4" 1'

-3 3 4"

1' -3

3 4"

3/16 3/16

W8x21 All beams

Ø3"x1' Sch 40 pipe, seamless pipe, carbon steel (Fill pipe is only on lower stoplog)

21 2" 41 2"

At contractors option, skinplate may have one seam. Seam shall be centered on a beam.

16 Plate

3/16 Contractor's option

Cut skinplate to suit fill pipe (fill pipe is only on lower stoplog)

3/16 3/16

1. Return all fillet welds.

2. Welds apply to all members of similar identification.

3. All joints, unless otherwise noted, shall be seal welded, whenever possible, to exclude water.

4. Provide seat bar of sufficient thickness to achieve tolerances.

5. Seat bars shall be flush, such that a 16" feeler gauge cannot be inserted any where along the check plane. Excess material may ground or added as needed.

6. Comply with Seat Bar Note 5 before welding.

NOTES

16" 31

8"

21 2"4 3 16

8" 21

2"

Symmetric about CL except for fill pipe

5x 2 Plate

16 122X for Part 20

16 1212X for Part 20

3"

L3x3x 8 x 1'-0"

2 Bar

2"

6' -1

0"

2"

.0625 Seat bar check plane

2x

2 Bar see Notes

45 8"

1 16

0'

See Note 6

2x

2 Bar

2 Plate

3/16 3/16

Skinplate to end plate

3/16 3/16

Skinplate to beam

3/16 End plate to beam flange

3/16 3/16

End plate to beam

3/16 3/16

Seat bar to beam

3/16 3/16

End plate to seat bar

21 2" 5'

-5 1 2"

16 14X for Part 19

L3x3x 8 x 5'-1"

35 8"

33 8"

16"

60341

60341

8"

4"

16 122X for Part 20

16"

1"

3"

21 4"

2" 4'-8"8 Spaces @ 0'-7" =

16 129X for Part 21

1'-53 8"

2"-0"

1'-21 2"

1'-81 2"

41 8"

Digitally signed by ALLISON LEWIS Date: 2024.03.05 10:16:49 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:16:21 -07'00'

DETAIL 6

60340

DETAIL 5

60340

SECTION J

60340

SECTION L

DETAIL 7

BOTTOM SEAL CLAMP BAR

STRUCTURAL STEEL - ASTM A36

ONE REQUIRED

SIDE SEAL CLAMP BAR

STRUCTURAL STEEL - ASTM A36

TWO REQUIRED

UPPER CLAMP BAR

STRUCTURAL STEEL - ASTM A36

TWO REQUIRED

LOWER CLAMP BAR

STRUCTURAL STEEL - ASTM A36

TWO REQUIRED

SECTION K

60340

SECTION M

C

B

A

D

C

B

SHEET 4

214-D-60341

4.5' STOPLOGS

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3"3"

3"

R 4" All corners

L3x3x 8 x1'-0", cut to suit

L3x3x 8, cut to suit

3/16

21 2" 21 2"

4 1 16"

8 Plate, cut to suit

3/16 3/16

Lifting lug plate to web

8 Plate, cut to suit

Detail 7

1/4

41 2"

71 8"

2' -2

3 4"

Cut web to suit lifting lug plates.

3/16 3/16

Reinforcement plate to web

3/16 3/16

Lifting plate to web

3/16 3/16

Lifting plate to reinforcement plate

4x 2 Plate

3/16 3/16

Reinforcement plate to web

3/16 3/16

Lifting plate to reinforcement plate

Skinplate

5'-1"

2" 1

2x

8 Bar

6'-93 8"

6'-5"11 Spaces @ 0'-7" =

2x 2 Bar

1. Return all fillet welds.

2. Welds apply to all members of similar identification.

3. All joints, unless otherwise noted, shall be seal welded, whenever possible, to exclude water.

NOTES

2 Plate

21 2"

5"

15 16

4"

2 Plate

31 4"

4"

13 16

4"

16 THRU12X for Part 20

16 THRU2X for Part 20

16 THRU2X for Part 20

4" X 45° Chamfer, each side

2" X 45° Chamfer, each side

2" X 45° Chamfer, each side

4'-8"8 Spaces @ 0'-7" =

0°

R1 8"

2"

2' -3

3/16 Guide pin to web

3/16 Guide pin to web

6"

CL of stoplog

3/16

8"

3/16 Angle to Beam

3/16

2" Guide pin hole

4x 2 Plate

3 4"

16 THRU9X for Part 21

4" X 45° Chamfer

1 2"

61 8"

2 Plate, at the contractors option, plate may be made up of individual bars.

5"

5 8"

2"

3"

3/16

2 Plate, cut to suit

3/16

16"

8"

8"

4x

2 Bar

21 2"

Cut beam

7 16

3/16 3/16

4"

2" Digitally signed by ALLISON LEWIS

Date: 2024.03.05 10:21:11 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:17:26 -07'00'

SIDE SEAL

SEE SPECIFICATIONS

TWO REQUIRED

BOTTOM SEAL

SEE SPECIFICATIONS

ONE REQUIRED

UPPER CORNER SEAL

SEE SPECIFICATIONS

ONE REQUIRED AS SHOWN FOR PART 12

ONE REQUIRED OPP. HAND FOR PART 13

BOTTOM CORNER SEAL

SEE SPECIFICATIONS

ONE REQUIRED AS SHOWN FOR PART 8

ONE REQUIRED OPP. HAND FOR PART 9

LOWER CORNER SEAL

SEE SPECIFICATIONS

ONE REQUIRED AS SHOWN FOR PART 10

ONE REQUIRED OPP. HAND FOR PART 11

SPRING

SPRING STEEL- ASTM A689

TWO REQUIRED

SPRING KEEPER

STRUCTURAL STEEL - ASTM A36

TWO REQUIRED

SPRING RETAINER

STRUCTURAL STEEL - ASTM A36

FOUR REQUIRED

C

B

A

D

C

B

SHEET 5

214-D-60342

4.5' STOPLOGS

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MECHANICAL STRUCTURES GMPEER REVIEWER -

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1. Excess length provided for seals. Trim as necessary.

2. Drill holes in seals 8" over for ease of assembly.

NOTES

8" - 0'

16"+

41 4" 1 16

2"

16"5'-415

16", see Note 1

4'- 5 16", see Note 1

8"

16"

8" - 0'

16"+

ISOMETRIC

2"

16"

2"

16"

5"

713 16

9 7 16"

41 4" 1 16

8" - 0'

16"+

53 4"

8" 1

2" 16"

2"

8" - 0'

16"+27

8" 16"

ISOMETRIC

98 1312

5"

1' -3 4"

8"

35 8"

2"

16"

5" 1 16

8" - 0'

16"+

ISOMETRIC

R1 2"

R1"

Designed deflection = 4"

Maximum deflection = 1 2"

5'-0"

4" X 45° Chamfer

23 8"

6'

8" X 45° Chamfer

11 2"3"17 8"

2"

35 8"

Symmetric about CL

Symmetric about CL 16 THRU4X for Part 19

15 8"

4" 21

2"

4"

R15 16"

16 Plate

7"

4" 21

2"

23 8"

2X 9

16 THRU

16 12

8"3

8" X 45° Chamfer

Symmetric about CL

9 16

4" X 45° Chamfer

2"

16"

2"

16"

2"

16"

2"

16"

2"

16"

2"

Use Part 2 for hole template, see Note 2

Use Part 3 for hole template, see Note 2

Use Part 2 for hole template, see Note 2

Use Part 3 for hole template, see Note 2

Use Part 4 for hole template, see Note 2

Use Part 5 for hole template, see Note 2

Use Part 3 for hole template, see Note 2

R12'-1"

Use Part 4 for hole template, see Note 2

Digitally signed by ALLISON LEWIS Date: 2024.03.05 10:21:41 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:18:13 -07'00'

LIFTING SLING

ONE REQUIRED

ASSEMBLY

DETAIL 1

ELEVATION

C

B

A

D

C

B

214-D-60343

4.5' STOPLOG LIFTING

BEAM

DRAWN

THU PHAM

DESIGNED

THU PHAM

INSTALLATION - ASSEMBLY

- LIST OF PARTS

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MECHANICAL STRUCTURES GMPEER REVIEWER -

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Detail 1

LIST OF PARTS

MaterialDescriptionNo. Req.Drawing No.Part No.

STRUCTURAL STEELLIFTING BEAM1214-D-603441

STRUCTURAL STEELRETAINER PLATE2214-D-603442

STRUCTURAL STEELPIN2214-D-603443

STRUCTURAL STEELLIFTING HOOK1214-D-603454

STRUCTURAL STEELLIFTING HOOK1214-D-603455

SEE SPECIFICATIONSLIFTING SLING1214-D-603436

SEE SPECIFICATIONSTAG LINE1No Detail7 SEE SPECIFICATIONS3/8-16 UNC-2A x 1 1/4" hex head bolt6No Detail8

Fl ow

INSTALLATION

PLAN

Master link, galvanized, min. WLL 7,500 lb.

Swaged sleeve for 16" wire rope

16" Dia., 6x19, IWRC, XIP, galvanized, min. rated capacity 7,500 lb.

Open swaged socket of 16" wire rope with

16" min.jaw opening and Ø 16" pin.

2'-3 14 "

60°

16" Closed position

* See part for material specification

NOTES

1. Estimated weight of one complete lifting beam assembly is 550 lb.

4.5' STOPLOG LIFTING BEAM

INSTALLATION - ASSEMBLY - LIST OF PARTS _ _ _ _ _214-D-60343

PARTS - SECTIONS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 214-D-60344

PARTS - SECTION - DETAILS _ _ _ _ _ _ _ _ _ _ _ _ _214-D-60345

4.5' STOPLOGS

INSTALLATION - ASSEMBLY - LIST OF PARTS _ _ _ _ _ _214-D-60338

HEADWORKS 4.5' STOPLOG GUIDES

INSTALLATION - ASSEMBLY - LIST OF PARTS_ _ _ _ _ _ 214-D-60334

REFERENCE DRAWINGS

LIST OF DRAWINGS

16" Clearance when hooks engaged

2" Nom. Clearance

1 2" N om

Cl ea ra nc e 1 2"

N om

Cl ea ra nc e

See Dwg 214-D-60334 for headworks 4.5' stoplog guides installation details

2" Nom. Clearance

11 4" N om

Cl ea ra nc e w he n ho ok s en ga ge d

See Dwg 214-D-60338 for 4.5' stoplogs installation details

Positioning rod

27 8" N om

Cl ea ra nc e w he n ho ok s en ga ge d

Digitally signed by ALLISON LEWIS Date: 2024.03.05 10:22:06 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:19:02 -07'00'

LIFTING BEAM

ONE REQUIRED

SECTION B

SECTION C

SECTION A SECTION D

SECTION E

PIN

STRUCTURAL STEEL - ASTM A572

TWO REQUIRED

RETAINER PLATE

STRUCTURAL STEEL - ASTM A36

TWO REQUIRED

C

B

A

D

C

B

214-D-60344

4.5' STOPLOG LIFTING

BEAM

DRAWN

THU PHAM

DESIGNED

THU PHAM

PARTS - SECTIONS

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RYAN STEPHEN, P.E.

MECHANICAL STRUCTURES GMPEER REVIEWER -

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B

B

C

C

A

A

D D

E

E

5'-1"

41 4"

7"

7"

Symmetric about CL, except D-ring

7x6x 2 Plate

C8x11.5

C8x11.5

1 16

2"

9 16

3"

4"

7x6x 8 Plate

3/16

4" 6"

4"

4"

1'-4"

1' -8

23 4" 81 2"

23 4" 4"

5°

135°

3/16 3/16

8 Plate

3/16

1'-0" x6x 16 Plate

8"

Drill and tap

8-16 UNC-2B THRU

for Part 8, weld backing plate prior to drill and tap

Line bore Ø1 2" for Part 3, weld backing plate prior

1' -6

67 8" 2"

3/16

3/16

3/16

3/16

2"

2"

4"

250 1. Return all fillet welds.

2. Welds apply to all members of similar identification.

3. All joints, unless otherwise noted, shall be seal welded, whenever possible, to exclude water.

NOTES

2"

1'-0"

2" 41

2" 41 2"

8 Plate

Ø 8" all passages

4"

11 2"

16"

4"

4"

3 8"

16"

3 8"

Drill, tap, and provide grease fitting

6x7x 8 Plate

2 THRU

7"

8"

77 8"

16"

R11 8"

4"

8 Plate

3/16 Beam to endplate

R3 4"

R3 4"

8"

11 8"

11 8"

3/16 D-ring to channel

3/16 D-ring to channel

16 THRU3X for Part 8

3" D-ring3" D-ring

2'-21 8"

3"

1'-81 8"

1'

1'-61 8" 1'-61

8"

2"

2"

2"

3 8"

3 516 "

4x2x 2 Plate, cut to suit

16"

3/16 3/16

3/16 3/16

Padeye to channel

1 9 16"

3/16

3/16 3/16

8"

3/16

Digitally signed by ALLISON LEWIS Date: 2024.03.05 10:22:31 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:20:24 -07'00'

LIFTING HOOK

ONE REQUIRED

SECTION F

DETAIL 2

LIFTING HOOK

STRUCTURAL STEEL - ASTM A36

ONE REQUIRED

DETAIL 3

C

B

A

D

C

B

214-D-60345

4.5' STOPLOG LIFTING

BEAM

DRAWN

THU PHAM

DESIGNED

THU PHAM

PARTS - SECTION -

DETAILS

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MECHANICAL STRUCTURES GMPEER REVIEWER -

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SF

F

2"

2"

2" 27 8"

3 16

11 4" 11 4"

3 16 " Provide bronze bushing tight in housing

1/2

1'-93 4"

5 16

3/16 3/16

11 4" 1"

7 8"

3x 8 Bent bar

Ø 4 THRU. Provide

2x2

2 stainless steel hex

hd. bolt with hex nylon insert locknut

1'-51 4"

8"

2 3 16" 3"21

4"

R41 2"

R15 8"

See Detail 2

71 4"

87 8" 1 8"

4"

R3 4"

16"1

4"

R11 4"

5 8"

1 2"

R23 8"R3

4"

1" 5"

215 16

2"

R41 8"

31 2"

8"

1" 11 2"

4" 1"

See Detail 3

R1 4"

R1 4"

R3 8"

15 16

R 5 16" R1

4"

1 2"

4" 21

4"

8"

4"

R15 8"

See Note 4

171.5° 171.5°

1' -3

1 8"

2"

30° 30°

4"

2"

2"

1/2

R1"

7 8"

8"

4"

See Detail 2

For dimensions and finish not shown, see other hook and Detail 2

30°

R3 8"

R1 8"

R2"

R13 4"

3 8"

1. Return all fillet welds.

2. Welds apply to all members of similar identification.

3. All joints, unless otherwise noted, shall be seal welded, whenever possible, to exclude water.

4. Teeth on hooks shall be finished to a surface roughness of 250.

NOTES

5 4

R1 4"

Digitally signed by ALLISON LEWIS Date: 2024.03.05 10:27:24 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:21:28 -07'00'

See Note 2

LOWER STOPLOG ASSEMBLY

SEALING FACE

VIEW A

C

B

A

D

C

B

214-D-60346

8' STOPLOGS

DENVER, CO 2024-02-26

DRAWN

KESHA FLEURISMA

DESIGNED

KESHA FLEURISMA

INSTALLATION - ASSEMBLY

- LIST OF PARTS

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MECHANICAL STRUCTURES GMPEER REVIEWER -

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LIST OF PARTS

Material*DescriptionNo. Req.Drawing No.Part No.

STRUCTURAL STEELSTOPLOG GATE LEAF1214-D-603481

STRUCTURAL STEELBOTTOM SEAL CLAMP BAR1214-D-603492

STRUCTURAL STEELSIDE SEAL CLAMP BAR2"3

STRUCTURAL STEELLOWER CLAMP BAR2"4

STRUCTURAL STEELUPPER CLAMP BAR2"5

SEE SPECIFICATIONSBOTTOM SEAL1214-D-603506

SEE SPECIFICATIONSSIDE SEAL2"7

SEE SPECIFICATIONSBOTTOM CORNER SEAL1"8

SEE SPECIFICATIONSBOTTOM CORNER SEAL1"9

SEE SPECIFICATIONSLOWER CORNER SEAL1"10

SEE SPECIFICATIONSLOWER CORNER SEAL1"11

SEE SPECIFICATIONSUPPER CORNER SEAL1"12

SEE SPECIFICATIONSUPPER CORNER SEAL1"13

SPRING STEELSPRING2"14

STRUCTURAL STEELSPRING KEEPER2"15

STRUCTURAL STEELSPRING RETAINER4"16

SEE SPECIFICATIONSFILLING VALVE1No Detail17

SEE SPECIFICATIONSTAG LINE1"18

SEE SPECIFICATIONS1/2" Dia x 3 1/4" Socket head cap screw w/ washers and nut8"19 SEE SPECIFICATIONS1/2" Dia. x 2 1/2" Hex head bolt w/ washers and nut18"20 SEE SPECIFICATIONS3/8-16 UNC-2A x 2 1/4" Hex head bolt w/ clipped washer9"21

A A

Detail 2 60347

C C

B

B

Detail 1 60347

*See part for material specifications

1. Quantities shown in List of Parts are for one complete lower stoplog assembly.

See Dwg 214-D-60328 for complete installation quantities.

2. Lower stoplog is shown for assembly and dimensions. Upper stoplog is identical except for filling valve and tag line.

3. Maintain a 8" seal projection around stoplog sealing faces.

4. Provide brass nameplate with 4" min. text height. Min. plate thickness

4".

Provide all necessary fasteners and hardware to attach nameplate to stoplog skinplate. Center text on nameplate. Nameplate for lower stoplog to read:

Sack Dam 8' Lower Stoplog Fish Ladder Max head - 8'

5. Nameplate for upper stoplog to read:

Sack Dam 8' Upper Stoplog Fish Ladder Max head - 8'

6. Vulcanize all seal joints.

7. Coat threads of all stainless steel fasteners in a suitable, lead-free, commercial grade anti-seize compound.

8. Estimated weight of one complete stoplog assembly is 1750 lb.

NOTES

Vulcanize all seal joints

See Notes 4 and 5

Vulcanize seal joint.

Vulcanize seal joint.

8' STOPLOGS

INSTALLATION - ASSEMBLY - LIST OF PARTS _ _ _ _ _ _ _ _ _ _ _ _ 214-D-60346

SECTIONS - DETAILS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 214-D-60347

PART - SECTIONS - DETAILS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 214-D-60348

PARTS - SECTIONS - DETAILS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 214-D-60349

PARTS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 214-D-60350

FISH LADDER AND HEADWORKS STOPLOGS

PLAN - LIST OF PARTS _ _ _ _ _ _ _ _ _ _ _ _ 214-D-60328

REFERENCE DRAWINGS

LIST OF DRAWINGS

FL

O

W

See Dwg 214-D-60328 for stoplogs installation and location details

PLAN

INSTALLATION

60347

60347

Digitally signed by ALLISON LEWIS Date: 2024.03.05 10:33:59 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:25:41 -07'00'

DETAIL 2

60346

SECTION B

60346

SECTION C

60346

DETAIL 1

60346

C

B

A

D

C

B

214-D-60347

8' STOPLOGS

DENVER, CO 2024-02-26

DRAWN

KESHA FLEURISMA

DESIGNED

KESHA FLEURISMA

SECTIONS - DETAILS

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RYAN STEPHEN, P.E.

MECHANICAL STRUCTURES GMPEER REVIEWER -

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1. Modify handle of filling valve so the fully open and fully closed are 45° from horizontal. Filling valve shown in fully closed position.

2. Maintain an uncompressed seal projection of 3 8" along sides and bottom of bulkhead.

3. Coat threads of all stainless steel fasteners in a suitable, lead-free, commercial grade, anti-seize compound.

4. Vulcanize all seal joints.

NOTES

45°

Valve shown in closed position, see Note 1

See Note 2

See Note 2

1" nominal clearance

2" nominal clearance

4" nominal clearance

Face of seat bar

See Note 2

Digitally signed by ALLISON LEWIS Date: 2024.03.05 10:34:27 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:27:04 -07'00'

ONE REQUIRED

SECTION E

SECTION F

SECTION D

NONSEALING FACE

DETAIL 3

DETAIL 4

SECTION G

VIEW H

C

B

A

D

C

B

214-D-60348

8' STOPLOGS

DENVER, CO 2024-02-26

DRAWN

KESHA FLEURISMA

DESIGNED

KESHA FLEURISMA

PART- SECTIONS - DETAILS

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MECHANICAL STRUCTURES GMPEER REVIEWER -

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F F

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D Detail 6

60349

Detail 3

Detail 4

G

G

Detail 5 60349K

K

H

H

2'-71 2"

1'-111 2"

8'-8" O. to O.

Symmetric about CL except for fill pipe

2" Drain hole, all beams L3x3x 8 x 1'-0"

L3x3x 8 x 1'-0"

8'-7" O. to O. of end plates

1'-63 4"

3' -9

1 4"

4' -3 8"

3' -2

33 4"

4"

11 8"

4" 4"

2X

2 Bar

3/16 3/16

Tack

3/16 3/16

2x1 2x1-7" Bar

(Bar is only on lower stoplog for fill pipe)

2 Bar

2"

2 Plate

2x

2 Bar

.0625 Seat bar check plane

2x

2 Bar see Notes

53 8"

3' -5

1 4"

45 8" -11 16

0'-

2"

See Note 6

2x

2 Bar

3/16 3/16

3/16 3/16

2x

2x2

16" Bar

5x 2 Plate

1' -2

1'

-2

1' -2

" 3/16 3/16

W8x21 All beams

Ø3"x1' Sch 40 pipe, seamless pipe, carbon steel (Fill pipe is only on lower stoplog)

21 2" 63 4"

At contractors option, skinplate may have one seam. Seam shall be centered on a beam.

16 Plate

3/16 Contractor's option

Cut skinplate to suit fill pipe (fill pipe is only on lower stoplog)

3/16 3/16

1. Return all fillet welds.

2. Welds apply to all members of similar identification.

3. All joints, unless otherwise noted, shall be seal welded, whenever possible, to exclude water.

4. Provide seat bar of sufficient thickness to achieve tolerances.

5. Seat bars shall be flush, such that a 16" feeler gauge cannot be inserted any where along the check plane. Excess material may ground or added as needed.

6. Comply with Seat Bar Note 5 before welding.

NOTES

16" 31

8"

211 16

1 16

8" 21

4"

Symmetric about CL. except for fill pipe

5x 2 Plate

16 122X for Part 20

L3x3x 8 x 10'-6"

2' -1

1"

Sp ac es

21 2" 2'

-8 1 2"

25 8"

3"

21 4"

2" 8'8 Spaces @ 1'-0 = -0"

9x 8-16 UNC-2B " for Part 21

3/16 3/16

Skinplate to end plate

3/16 3/16

Skinplate to beam

3/16 End plate to beam flange

3/16 3/16

End plate to beam

3/16 3/16

Seat bar to beam 250

3/16 3/16

G

End plate to seat bar

16"6X 1

2 for Part 20

4X 1 for Part 19

311 16

60349

60349

4"

2" for Part 20

16"

2 3 16"

16"

6" 1'-6" 6"101 4"

2"

2" Plate

2" Plate

Digitally signed by ALLISON LEWIS Date: 2024.03.05 10:35:09 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:28:29 -07'00'

SECTION J

60348

DETAIL 6

60348

DETAIL 5

60348

SECTION K

60348

SECTION M

DETAIL 7

BOTTOM SEAL CLAMP BAR

STRUCTURAL STEEL - ASTM A36

ONE REQUIRED

SIDE SEAL CLAMP BAR

STRUCTURAL STEEL - ASTM A36

TWO REQUIRED

UPPER CLAMP BAR

STRUCTURAL STEEL - ASTM A36

TWO REQUIRED

LOWER CLAMP BAR

STRUCTURAL STEEL - ASTM A36

TWO REQUIRED

SECTION L

C

B

A

D

C

B

SHEET 4

214-D-60349

8' STOPLOGS

DENVER, CO 2024-02-26

DRAWN

KESHA FLEURISMA

DESIGNED

KESHA FLEURISMA

PARTS - SECTIONS -

DETAILS

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RYAN STEPHEN, P.E.

MECHANICAL STRUCTURES GMPEER REVIEWER -

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3"3"

3"

R1 4" All corners

L3x3x 8, cut to suit3/16

21 2"

Detail 7

1/4

41 2"

71 8"

2' -1

1 4"

Cut web to suit lifting lug plates.

3/16 3/16

Reinforcement plate to web

3/16 3/16

Lifting plate to web

3/16 3/16

Lifting plate to reinforcement plate

4x 2 Plate

0°

2"

3/16 Guide pin to web

3/16 Guide pin to web

2"

1 2"

6"

5"

2 plate, at the contractors option, plate may be made up of individual bars.

Cut beam

CL of stoplog

8'-7"

8'8 Spaces @ 1'-0" = -0"

1x 8 Bar

3'-85 8"

3 4"

1"

2x 2 Bar

1. Return all fillet welds.

2. Welds apply to all members of similar identification.

3. All joints, unless otherwise noted, shall be seal welded, whenever possible, to exclude water.

NOTES

2 Plate

21 2"

4"

7 8"

8"

2 Plate

31 4"

4"

1"

16"

16 THRU2X for Part 20

16 THRU for Part 20

4" X 45° Chamfer, each side

61 8"

5 8"

R1 8"

2' -3

21 2"

3/16 3/16

Lifting lug plate to web

L3x3x 8x1'-0", cut to suit

3/16 3/16

Reinforcement plate to web

3/16 3/16

Lifting plate to reinforcement plate

3/16 Angle to Beam

2"

3/16

Skinplate

1'-8" 8"

2" Guide pin hole

3/16

3/16

4" X 45° Chamfer

3"

2" X 45° Chamfer, each side

8 Plate, cut to suit

2'-11"5 Spaces @ 0'-7" = 41 4"

9X 16 THRU for Part 21

6X 16 THRU for Part 20

2" X 45° Chamfer, each side

8 Plate, cut to suit

31 4"

2 Plate, cut to suit

8" 21 2"

3/16 3/16

4x

2 Bar

3/16

4"

4" X 45° Chamfer

4 1 16"

Digitally signed by ALLISON LEWIS Date: 2024.03.05 10:36:13 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:29:35 -07'00'

TWO REQUIRED

BOTTOM SEAL

SEE SPECIFICATIONS

ONE REQUIRED

UPPER CORNER SEAL

SEE SPECIFICATIONS

ONE REQUIRED AS SHOWN FOR PART 12

ONE REQUIRED OPP. HAND FOR PART 13

BOTTOM CORNER SEAL

SEE SPECIFICATIONS

ONE REQUIRED AS SHOWN FOR PART 8

ONE REQUIRED OPP. HAND FOR PART 9

LOWER CORNER SEAL

SEE SPECIFICATIONS

ONE REQUIRED AS SHOWN FOR PART 10

ONE REQUIRED OPP. HAND FOR PART 11

SPRING

SPRING STEEL - ASTM A689

TWO REQUIRED

SPRING KEEPER

STRUCTURAL STEEL - ASTM A36

TWO REQUIRED

SPRING RETAINER

STRUCTURAL STEEL - ASTM A36

C

B

A

D

C

B

214-D-60350

8' STOPLOGS

DENVER, CO 2024-02-26

DRAWN

KESHA FLEURISMA

DESIGNED

KESHA FLEURISMA

PARTS

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RYAN STEPHEN, P.E.

MECHANICAL STRUCTURES GMPEER REVIEWER -

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1. Excess length provided for seals. Trim as necessary.

2. Drill holes in seals 8" over for ease of assembly.

NOTES

8" - 0'

16"+

41 4" 1 16

2"

16"

2'-6 3 16", See Note 1

7'-6", See Note 1

Use Part 2 for hole template, see Note 2

8"

16"

ISOMETRIC

Use Part 5 for hole template, see Note 2

2"

16"

2"

16"

5"

713 16

9 7 16"

41 4" 1 16

8" - 0'

16"+

53 4"

2" 1

2" 16"

2"

8" - 0'

16"+

27 8" 1 16

Use Part 2 for hole template see Note 2

ISOMETRIC

Use Part 4 for hole template, see Note 2

5"

3 4"

8"

35 8"

2"

16"

5" 1 16

8" - 0'

16"+

Use Part 4 for hole template, see Note 2

ISOMETRIC

R3 4"

R1"

1 4"

Designed deflection = 4"

Maximum deflection = 1 2"

2'-3"

4" X 45° Chamfer

23 8"

3'-3"

8" X 45° Chamfer

11 2"3" 17 8"

3 4"

2"

35 8"

Symmetric about CL

Symmetric about CL

15 8"

4" 21

2" 23 4"

R15 16"

16 Plate

7"

4" 21

2"

23 8"

2X 9

16 THRU

16 12

8"3

8" X 45° Chamfer

Symmetric about CL

Use Part 3 for hole template, see Note 2

Use Part 3 for hole template, see Note 2

Use Part 3 for hole template, see Note 2.

R2'-315 16"

4" X 45° Chamfer

1 16

4X 16 THRU for Part 19

2"

16" 5

8" - 0'

16"+

2"

16"

2"

16"

2"

16"

2"

16"

Digitally signed by ALLISON LEWIS Date: 2024.03.05 10:36:41 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:30:27 -07'00'

ONE REQUIRED

ASSEMBLY

C

B

A

D

C

B

214-D-60351

8' STOPLOG LIFTING BEAM

DENVER, CO 2024-02-26

DRAWN

KESHA FLEURISMA

DESIGNED

KESHA FLEURISMA

INSTALLATION - ASSEMBLY

- LIST OF PARTS

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RYAN STEPHEN, P.E.

MECHANICAL STRUCTURES GMPEER REVIEWER -

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Detail 1

LIST OF PARTS

Material*DescriptionNo. Req.Drawing No.Part No.

STRUCTURAL STEELLIFTING BEAM1214-D-603521

STRUCTURAL STEELRETAINER PLATE2"2

STRUCTURAL STEELPIN2"3

STRUCTURAL STEELLIFTING HOOK1214-D-603534

STRUCTURAL STEELLIFTING HOOK1"5

SEE SPECIFICATIONSLIFTING SLING1214-D-603516

SEE SPECIFICATIONSTAG LINE1No Detail7 SEE SPECIFICATIONS3/8-16 UNC-2A x 1 1/4" hex head bolt6"8

FL

O

W

INSTALLATION

PLAN

Master link, galvanized, min. WLL 7,500 lb.

Swaged sleeve for 16" wire rope

16" Dia., 6x19, IWRC, XIP, galvanized, min. rated capacity 7,500 lb.

Open swaged socket of 16" wire rope with

16" min.jaw opening and Ø 16" pin.

4'-1 1 4 "

90°

16" Closed position

* See part for material specification

NOTES

1. Estimated weight of one complete lifting beam assembly is 600 lb.

8' STOPLOG LIFTING BEAM

INSTALLATION - ASSEMBLY - LIST OF PARTS _ _ _ _ _ _ _ 214-D-60351

PARTS - SECTIONS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 214-D-60352

PARTS - SECTION - DETAILS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 214-D-60353

FISH LADDER EXIT 8' STOPLOG GUIDES

INSTALLATION - ASSEMBLY - LIST OF PARTS _ _ _ _ 214-D-60332

8' STOPLOGS

ASSEMBLY - LIST OF PARTS _ _ _ _ _ _ _ _ _ _ _ _ _ 214-D-60346

REFERENCE DRAWINGS LIST OF DRAWINGS

See Dwg 214-D-60332 for fish ladder exit stoplog guides installation

See Dwg 214-D-60346 for fish ladder exit stoplogs installation details

2" Nominal clearance

2" Nominal clearance

1 2" N om in al c le ar an ce

1 2" N om in al c le ar an ce

ELEVATION

11 4" n om in al c le ar an ce w he n ho ok s ar e en ga ge d

16" nominal clearance when hooks are engaged

27 8" n om in al c le ar an ce w he n ho ok s ar e en ga ge d

Digitally signed by ALLISON LEWIS Date: 2024.03.06 10:08:15 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:31:37 -07'00'

ONE REQUIRED

SECTION B SECTION C

SECTION A

SECTION D SECTION E

PIN

STRUCTURAL STEEL - ASTM A572

TWO REQUIRED

RETAINER PLATE

STRUCTURAL STEEL - ASTM A36

C

B

A

D

C

B

214-D-60352

8' STOPLOG LIFTING BEAM

DENVER, CO 2024-02-26

DRAWN

KESHA FLEURISMA

DESIGNED

KESHA FLEURISMA

PARTS - SECTIONS

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RYAN STEPHEN, P.E.

MECHANICAL STRUCTURES GMPEER REVIEWER -

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B

B

C

C

A

A

D D

E

E

3'-111 8"

8'-7"

2'-4" 6"

41 4"7" 7"

Symmetric about CL

7x6x 2 Plate 6x7x

8 Plate

C8x11.5

C8x11.5

1 16

2'-111 8"

2"

9 16

3"

4"

7x6x 8 Plate

3/16

4" 6"

4"

4"

1'-4"

1' -8

23 4" 81 2"

23 4" 4"

8"

5°

135°

3/16 3/16

8 Plate

3/16

1'-0" x6x 16 Plate

1 9 16"

8"

Drill and tap

8-16 UNC-2B THRU

for Part 8, weld backing plate prior to drill and tap

Line bore Ø1 2" for Part 3, weld backing plate prior 1'

-6

67 8" 2"

3/16

3/16

3/16

3/16

2"

2"

4"

R11 8"

8 Plate

2"

2"

6"

1 2"

1 2"

11"

8"

1' -4

1 2"

1 2"

3/16

3/16 3/16

16"

3/16 Weld before attaching end plate

73 4"

6x3 2x

2 Plate

3/16 Padeye to beam

3/16 Beam to endplate

1. Return all fillet welds.

2. Welds apply to all members of similar identification.

3. All joints, unless otherwise noted, shall be seal welded, whenever possible, to exclude water.

NOTES

2"

1'-0"

2" 41

2" 41 2"

8 Plate

Ø 8" all passages

4"

11 2"

16"

4"

4"

3 8"

16"

3 8"

Drill, tap, and provide grease fitting

R11 2"

R21 2"

2 THRU

3X THRU for Part 8

3/16

Digitally signed by ALLISON LEWIS Date: 2024.03.06 10:08:57 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:32:48 -07'00'

ONE REQUIRED

SECTION F

DETAIL 2

LIFTING HOOK

STRUCTURAL STEEL - ASTM A36

ONE REQUIRED

C

B

A

D

C

B

214-D-60353

8' STOPLOG LIFTING BEAM

DENVER, CO 2024-02-26

DRAWN

KESHA FLEURISMA

DESIGNED

KESHA FLEURISMA

PARTS - SECTION -DETAILS

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RYAN STEPHEN, P.E.

MECHANICAL STRUCTURES GMPEER REVIEWER -

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F

2"

2"

2" 27 8"

3 16

11 4" 11 4"

3 16 " Provide bronze bushing tight in housing

1/2

1'-93 4"

5 16

3/16 3/16

11 4" 1"

7 8"

3x 8 Bent bar

Ø 4 THRU. Provide

2"x2

2 stainless steel hex

hd. bolt with hex nylon insert locknut.

1'-51 4"

8"

2 3 16" 3"21

4"

R41 2"

R15 8"

See Detail 2

71 4"

87 8" 1 8"

4"

R3 4"

16"1

4"

R11 4"

5 8"

1 2"

R23 8"R3

4"

1" 5"

215 16

2"

R41 8"

31 2"

8"

1" 11 2"

4" 1"

See Detail 3

171.5° 171.5°

1' -3

1 8"

2"

30° 30°

4"

2"

2"

1/2

R1"

7 8"

8"

4"

See Detail 2

For dimensions and finish not shown, see other hook and Detail 2.

30°

R3 8"

R1 8"

R2"

R13 4"

3 8"

1. Return all fillet welds.

2. Welds apply to all members of similar identification.

3. All joints, unless otherwise noted, shall be seal welded, whenever possible, to exclude water.

4. Teeth on hooks shall be finished to a surface roughness of 250.

NOTES

5 4

5 4

R15 8"

R1 4"

R 5 16"

29 32

R3 8"

R1 4"

4"

8"

4"

15 32

R1 4"

4"See Note 4

Digitally signed by ALLISON LEWIS Date: 2024.03.06 10:09:33 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:33:59 -07'00'

See Note 2

PLAN

VIEW A

INSTALLATION

LOWER STOPLOG ASSEMBLY

SEALING FACE

C

B

A

D

C

B

214-D-60354

10' STOPLOGS

DRAWN

THU PHAM

DESIGNED

THU PHAM

INSTALLATION - ASSEMBLY

- LIST OF PARTS

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RYAN STEPHEN, P.E.

MECHANICAL STRUCTURES GMPEER REVIEWER -

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LIST OF PARTS

MaterialDescriptionNo. Req.Drawing No.Part No.

STRUCTURAL STEELSTOPLOG GATE LEAF1214-D-603561

STRUCTURAL STEELBOTTOM SEAL CLAMP BAR1214-D-603572

STRUCTURAL STEELSIDE SEAL CLAMP BAR2214-D-603573

STRUCTURAL STEELLOWER CLAMP BAR2214-D-603574

STRUCTURAL STEELUPPER CLAMP BAR2214-D-603575

SEE SPECIFICATIONSBOTTOM SEAL1214-D-603586

SEE SPECIFICATIONSSIDE SEAL2214-D-603587

SEE SPECIFICATIONSBOTTOM CORNER SEAL1214-D-603588

SEE SPECIFICATIONSBOTTOM CORNER SEAL1214-D-603589

SEE SPECIFICATIONSLOWER CORNER SEAL1214-D-6035810

SEE SPECIFICATIONSLOWER CORNER SEAL1214-D-6035811

SEE SPECIFICATIONSUPPER CORNER SEAL1214-D-6035812

SEE SPECIFICATIONSUPPER CORNER SEAL1214-D-6035813

SPRING STEELSPRING2214-D-6035814

STRUCTURAL STEELSPRING KEEPER2214-D-6035815

STRUCTURAL STEELSPRING RETAINER4214-D-6035816

SEE SPECIFICATIONSFILLING VALVE1No Detail17 SEE SPECIFICATIONSTAG LINE1No Detail18 SEE SPECIFICATIONS1/2" Dia x 3" Socket head cap screw w/ washers and nut8No Detail19 SEE SPECIFICATIONS1/2" Dia. x 2 1/2" Hex head bolt w/ washers and nut24No Detail20 SEE SPECIFICATIONS3/8" Dia. x 2 1/4" Hex head bolt w/ washers and nut11No Detail21

A A

Detail 1 60355

Detail 2 60355

B

B

C C

*See part for material specifications.

NOTES

Vulcanize all seal joints

See Note 4 and 5

Vulcanize seal joints

Vulcanize seal joints

10' STOPLOGS

INSTALLATION - ASSEMBLY - LIST OF PARTS _ _ _ _ _ _214-D-60354

SECTIONS - DETAILS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 214-D-60355

PART - SECTIONS - DETAILS _ _ _ _ _ _ _ _ _ _ _ _ _ _ 214-D-60356

PARTS - SECTIONS - DETAILS _ _ _ _ _ _ _ _ _ _ _ _ _ 214-D-60357

PARTS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 214-D-60358

FISH LADDER AND HEADWORKS STOPLOGS

PLAN - LIST OF PARTS_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _214-D-60328

REFERENCE DRAWINGS

LIST OF DRAWINGS

Flow

60355

60355

1. Quantities shown in List of Parts are for one complete lower stoplog assembly. See Dwg 214-D-60328 for complete installation quantities.

2. Lower stoplog is shown for assembly and dimensions. Upper stoplog is identical except for filling valve and tag line.

3. Maintain a 8" seal projection around stoplog sealing faces.

4. Provide brass nameplate with 4" min. text height. Min. plate thickness 4". Provide all necessary fasteners and hardware to attach nameplate to stoplog skinplate. Center text on nameplate.

Nameplate for lower stoplog to read:

Sack Dam 10' Lower Stoplog Fish Ladder and Headworks Structure Max head - 13'

5. Change nameplate for upper stoplogs to read:

Sack Dam 10' Upper Stoplog Fish Ladder and Headworks Structure Max head - 13'

6. Vulcanize all seal joints.

7. Coat threads of all stainless steel fasteners in a suitable, lead-free, commercial grade anti-seize compound.

8. Estimated weight of one complete stoplog assembly is 2400 lb.

See Dwg. 214-D-60328 for stoplogs installation and location details

Digitally signed by ALLISON LEWIS Date: 2024.03.05 10:53:33 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:34:49 -07'00'

60354

DETAIL 2

60354

SECTION B

60338

SECTION C

60354

C

B

A

D

C

B

214-D-60355

10' STOPLOGS

DRAWN

THU PHAM

DESIGNED

THU PHAM

SECTIONS - DETAILS

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RYAN STEPHEN, P.E.

MECHANICAL STRUCTURES GMPEER REVIEWER -

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1. Modify handle of filling valve so the fully open and fully closed are 45° from horizontal. Filling valve shown in fully closed position.

2. Maintain an uncompressed seal projection of 3 8" along sides and bottom of bulkhead.

3. Coat threads of all stainless steel fasteners in a suitable, lead-free, commercial grade, anti-seize compound.

4. Vulcanize all seal joints.

NOTES

45°

Valve shown in closed position, see Note 1

2" Nom. Clearance

See Note 2 7

1" Min. Clearance

4" Min. Clearance

16 14

Face of seat bar

See Note 2

See Note 2

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:35:39 -07'00'

Digitally signed by ALLISON LEWIS Date: 2024.03.05 10:54:23 -07'00'

ONE REQUIRED

SECTION FSECTION G

SECTION H

NON-SEALING FACE

DETAIL 4

DETAIL 3

VIEW E

SECTION D

C

B

A

D

C

B

214-D-60356

10' STOPLOGS

DRAWN

THU PHAM

DESIGNED

THU PHAM

PART- SECTIONS - DETAILS

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RYAN STEPHEN, P.E.

MECHANICAL STRUCTURES GMPEER REVIEWER -

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F F

G G

K K

H

H Detail 6

60357

Detail 4

Detail 3

E

E

Detail 5 60357J

J

D

D

10'-8" O. to O.

Symmetric about CL except for fill pipe

2" Drain hole, all beams L3x3x 8 x 1'-0"L3x3x

8 x 1'-0"

10'-7" O. to O. of end plates

4' -1

3 4" 4' -4

7 8"

3' -6

1 2"

3"

1"

4" 4"

2X

2 Bar

3/16 3/16Tack

3/16 3/16

2x1 2x1-7" Bar

(Bar is only on lower stoplog for fill pipe)

2 Bar

2"

2x

2 Bar

53 8"

3' -9

3 4"

45 8" -11 16

0'-

See Note 6

2x

2 Bar

3/16 3/16

3/16 3/16

2x

2x2

16 Bar

5x 2 Plate

1' -3

1 2" 1'

-3 1 2"

1' -3

1 2"

3/16 3/16

W8x21 All beams

Ø3"x1' Sch 40 pipe, seamless pipe, carbon steel (Fill pipe is only on lower stoplog)

21 2" 5"

At contractors option, skinplate may have one seam. Seam shall be centered on a beam.

16 Plate

3/16 Contractor's option

Cut skinplate to suit fill pipe (fill pipe is only on lower stoplog)

3/16 3/16

1. Return all fillet welds.

2. Welds apply to all members of similar identification.

3. All joints, unless otherwise noted, shall be seal welded, whenever possible, to exclude water.

4. Provide seat bar of sufficient thickness to achieve tolerances.

5. Seat bars shall be flush, such that a 16" feeler gauge cannot be inserted any where along the check plane. Excess material may ground or added as needed.

6. Comply with Seat Bar Note 5 before welding.

NOTES

16" 31

8"

21 2"4 7 16

8" 21

2"

Symmetric about CL except for fill pipe

5x 2 Plate

16 14X for Part 19

16 122X for Part 20

16 128X for Part 20

L3x3x 8 x 10'-6"

3' -7

3 4"

Sp ac es

21 2" 2'

-8 1 2"

3"

16"

60357

60357

1'-111 2"

2'-71 2"

16"

3'-43 4"

4"

16 122X for Part 20

1"

35 8"

16 1211X for Part 21

21 4"

2" 10'10 Spaces @ 1'-0" =

2 Plate

2"

2x

2 Bar see Notes

.0625 Seat bar check plane

3/16 3/16

End plate to seat bar

3/16 3/16

Seat bar to beam

3/16 3/16

End plate to beam

3/16 End plate to beam flange

3/16 3/16

Skinplate to beam

3/16 3/16

Skinplate to end plate

2"

1'-41 2"

3'-41 2"

3'-101 2"

2"

3'-11 2"

41 8"

Digitally signed by ALLISON LEWIS Date: 2024.03.05 11:00:57 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:36:27 -07'00'

SECTION K

60356

DETAIL 6

60356

DETAIL 5

60356

SECTION J

60356

SECTION L

DETAIL 7

BOTTOM SEAL CLAMP BAR

STRUCTURAL STEEL - ASTM A36

ONE REQUIRED

SIDE SEAL CLAMP BAR

STRUCTURAL STEEL - ASTM A36

TWO REQUIRED

UPPER CLAMP BAR

STRUCTURAL STEEL - ASTM A36

TWO REQUIRED

LOWER CLAMP BAR

STRUCTURAL STEEL - ASTM A36

TWO REQUIRED

SECTION M

1 2 3 4 5

D

C

B

A

D

C

B

A

54321

SHEET 4

214-D-60357

10' STOPLOGS

DENVER, CO 2024-02-26

APPROVED

TECH APPR. ALLISON LEWIS, P.E.

CHECKED

AMELIA BECHER

DRAWN

THU PHAM

DESIGNED

THU PHAM

PARTS - SECTIONS -

DETAILS

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RYAN STEPHEN, P.E.

MECHANICAL STRUCTURES GMPEER REVIEWER -

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3"3"

3"

R 4" All corners

L3x3x 8, cut to suit

3/16

21 2"

8 Plate, cut to suit

Detail 7

1/4

41 2"

71 8"

2' -2

3 4"

Cut web to suit lifting lug plates

3/16 3/16

Reinforcement plate to web

3/16 3/16

Lifting plate to web

3/16 3/16

Lifting plate to reinforcement plate

4x 2 Plate

0°

2"

3/16 Guide pin to web

3/16 Guide pin to web

6"

5"

CL of stoplog

10'-7"

2" 10'10 Spaces @ 1'-0" = -0"

4'-11 8"

1"

2x 2 Bar

1. Return all fillet welds.

2. Welds apply to all members of similar identification.

3. All joints, unless otherwise noted, shall be seal welded, whenever possible, to exclude water.

NOTES

2 Plate

21 2"

5"

15 16

4"

2 Plate

31 4"

4"

13 16

4"

16 THRU8X for Part 20

16 THRU2X for Part 20

16 THRU2X for Part 20

4" X 45° Chamfer, each side

2" X 45° Chamfer, each side

4 1 16"

R1 8"

2' -3

8" 3'-73

4"7 Spaces @ 0'-61 4" =

21 2"

8 Plate, cut to suit

2" X 45° Chamfer, each side

3/16 3/16

Lifting lug plate to web

L3x3x 8x1'-0", cut to suit

3/16 3/16

Reinforcement plate to web

3/16 3/16

Lifting plate to reinforcement plate

3/16 Angle to Beam

Skinplate

2" Guide pin hole

3"4x 2 Plate

16 THRU11X for Part 21

3 4"

1 2" 5 8"

61 8"

2"

2 Plate, at the contractors option, plate may be made up of individual bars.

1'-111 2"

3/16

3/16

3/16

4" X 45° Chamfer

8"113

16"

2x

8 Bar

2"

3/16

4x

2 Bar 1

2 Plate, cut to suit

Cut beam

21 2" 3/16 3/16

4"

7 16

Digitally signed by ALLISON LEWIS Date: 2024.03.05 11:01:46 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:37:18 -07'00'

TWO REQUIRED

BOTTOM SEAL

SEE SPECIFICATIONS

ONE REQUIRED

UPPER CORNER SEAL

SEE SPECIFICATIONS

ONE REQUIRED AS SHOWN FOR PART 12

ONE REQUIRED OPP. HAND FOR PART 13

BOTTOM CORNER SEAL

SEE SPECIFICATIONS

ONE REQUIRED AS SHOWN FOR PART 8

ONE REQUIRED OPP. HAND FOR PART 9

LOWER CORNER SEAL

SEE SPECIFICATIONS

ONE REQUIRED AS SHOWN FOR PART 10

ONE REQUIRED OPP. HAND FOR PART 11

SPRING

SPRING STEEL- ASTM A689

TWO REQUIRED

SPRING KEEPER

STRUCTURAL STEEL - ASTM A36

TWO REQUIRED

SPRING RETAINER

STRUCTURAL STEEL - ASTM A36

C

B

A

D

C

B

214-D-60358

10' STOPLOGS

DRAWN

THU PHAM

DESIGNED

THU PHAM

PARTS

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RYAN STEPHEN, P.E.

MECHANICAL STRUCTURES GMPEER REVIEWER -

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1. Excess length provided for seals. Trim as necessary.

2. Drill holes in seals 8" over for ease of assembly.

NOTES

8" - 0'

16"+

41 4" 1 16

2"

16"3'-111

16", see Note 1

9'-6", see Note 1

8" 16"

8" - 0'

16"+

ISOMETRIC

2"

16"

2"

16"

5"

713 16

9 7 16"

41 4" 1 16

8" - 0'

16"+

53 4"

2" 1

2" 16"

2"

8" - 0'

16"+27

8" 16"

ISOMETRIC

98 1312

5"

73 4"

8"

35 8"

2"

16"

5" 1 16

8" - 0'

16"+

ISOMETRIC

R3 4"

R1"

1 4" Designed deflection = 4"

Maximum deflection = 1 2"

2'-3"

4" X 45° Chamfer

23 8"

3'-3"

8" X 45° Chamfer

11 2"3"

17 8"

2"

35 8"

Symmetric about CL

Symmetric about CL9 16 THRU4X for Part 19

15 8"

4" 21

2"

4"

R15 16"

16 Plate

7"

4" 21

2"

23 8"

2X 9

16 THRU

16 12

8"3

8" X 45° Chamfer

Symmetric about CL

R2'-311 16"

3 4"

4" X 45° Chamfer

2"

16"

2"

16"

2"

16"

2"

16"

2"

16"

Use Part 3 for hole template, see Note 2

Use Part 2 for hole template, see Note 2

Use Part 4 for hole template, see Note 2

Use Part 3 for hole template, see Note 2

Use Part 4 for hole template, see Note 2

Use Part 5 for hole template, see Note 2

Use Part 3 for hole template, see Note 2

Use Part 2 for hole template, see Note 2

Digitally signed by ALLISON LEWIS Date: 2024.03.05 11:02:34 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:38:08 -07'00'

ONE REQUIRED

ASSEMBLY

ELEVATION

C

B

A

D

C

B

214-D-60359

10' STOPLOG LIFTING BEAM

DRAWN

THU PHAM

DESIGNED

THU PHAM

INSTALLATION - ASSEMBLY

- LIST OF PARTS

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RYAN STEPHEN, P.E.

MECHANICAL STRUCTURES GMPEER REVIEWER -

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Detail 1

LIST OF PARTS

MaterialDescriptionNo. Req.Drawing No.Part

No.

STRUCTURAL STEELLIFTING BEAM1214-D-603601

STRUCTURAL STEELRETAINER PLATE2214-D-603602

STRUCTURAL STEELPIN2214-D-603603

STRUCTURAL STEELLIFTING HOOK1214-D-603614

STRUCTURAL STEELLIFTING HOOK1214-D-603615

SEE SPECIFICATIONSLIFTING SLING1214-D-603596

SEE SPECIFICATIONSTAG LINE1No Detail7 SEE SPECIFICATIONS3/8-16 UNC-2A x 1 1/4" hex head bolt6No Detail8

Fl ow

INSTALLATION

2" Nom. Clearance

1 2" N om

Cl ea ra nc e 1 2"

N om

Cl ea ra nc e

2" Nom. Clearance

PLAN

Master link, galvanized, min. WLL 7,500 lb.

Swaged sleeve for 16" wire rope

16" Dia., 6x19, IWRC, XIP, galvanized, min. rated capacity 7,500 lb.

Open swaged socket of 16" wire rope with

16" min.jaw opening and Ø 16" pin.

5'-6 1 4 "

90°

16" Closed position

* See part for material specification.

16" Nom. Clearance when hooks engaged

NOTES

1. Estimated weight of one complete lifting beam assembly is 770 lb.

10' STOPLOG LIFTING BEAM

INSTALLATION - ASSEMBLY - LIST OF PARTS _ _ _ _ _ 214-D-60359

PARTS - SECTIONS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 214-D-60360

PARTS - SECTION - DETAILS _ _ _ _ _ _ _ _ _ _ _ _ _ _214-D-60361

10' STOPLOGS

INSTALLATION - ASSEMBLY - LIST OF PARTS_ _ _ _ _ _ _ _ 214-D-60354

HEADWORKS 10' STOPLOG GUIDES

INSTALLATION - ASSEMBLY - LIST OF PARTS_ _ _ _ _ _ _ _ 214-D-60336

REFERENCE DRAWINGS LIST OF DRAWINGS

11 4" N om

Cl ea ra nc e w he n ho ok s en ga ge d

27 8" N om

Cl ea ra nc e w he n ho ok s en ga ge d

See Dwg 214-D-60336 for headworks 10' stoplog guides installation details

See Dwg 214-D-60354 for 10' stoplogs installation details

Positioning rod

Digitally signed by ALLISON LEWIS Date: 2024.03.05 11:03:10 -07'00'

Digitally signed by RYAN STEPHEN Date: 2024.03.06 12:38:48 -07'00'

ONE REQUIRED

SECTION B

SECTION C

SECTION A

SECTION D SECTION E

PIN

STRUCTURAL STEEL - ASTM A572

TWO REQUIRED

RETAINER PLATE

STRUCTURAL STEEL - ASTM A36

C

B

A

D

C

B

214-D-60360

10' STOPLOG LIFTING BEAM

DRAWN

THU PHAM

DESIGNED

THU PHAM

PARTS - SECTIONS

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MECHANICAL STRUCTURES GMPEER REVIEWER -

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C

C

A

A

D D

E

E

10'-7"

41 4"

7" 7"

Symmetric about CL, except D-ring

7x6x 2 Plate 6x7x

8 Plate

C8x11.5

C8x11.5

1 16

2"

9 16

3"

4"

7x6x 8 Plate

3/16

2 THRU

4" 6"

4"

4"

1'-4"

1' -8

23 4" 81 2"

23 4" 4"

5°

135°

3/16 3/16

8 Plate

3/16

1'-0" x6x 16 Plate

8"

8"

Drill and tap

8-16 UNC-2B THRU

for Part 8, weld backing plate prior to drill and tap

Line bore Ø1 2" for Part 3, weld backing plate prior 1'

-6

67 8" 2"

3/16

3/16

3/16

3/16

2"

2"

4"

R11 8"

8 Plate

2"

2"

6"

1 2" 1 2"

11"

8"

1' -4

1 2"

1 2"

3/16

3/16 3/16

16"

3/16 Weld before attaching end plate

R11 2"

R21 2"

73 4"

6x3 2x

2 Plate

3/16 Padeye to beam

3/16 Beam to endplate

1. Return all fillet welds.

2. Welds apply to all members of similar identification.

3. All joints, unless otherwise noted, shall be seal welded, whenever possible, to exclude water.

NOTES

2"

1'-0"

2" 41

2" 41 2"

8 Plate

Ø 8" all passages

4"

11 2"

16"

4"

4"

3 8"

16"

3 8"

Drill, tap, and provide grease fitting.

16 THRU3X for Part 8

11 8"

11 8"

3/16 D-ring to channel

3…