52_00_00_Drawings__1_of_2.pdf

PDF 48 MB Posted Jun 22, 2021

Attached to: Green Mtn Penstock Recoating
Solicitation number: 140R6021R0005
Issued by: Department of the Interior Bureau of Reclamation

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal solicitation for recoating services on a penstock located in Green Mountain, Colorado. The solicitation number is 140R6021R0005 and is being issued by the Department of the Interior Bureau of Reclamation for recoating work on their Green Mountain Penstock. Responses are due by the date listed in the associated solicitation documents. The opportunity type is listed as a solicitation and the description provided indicates the solicitation is for recoating of the Green Mountain penstock to restore its protective coating. No other details are included in this document on pricing, terms, schedules or other requirements.

View the file

Other files

File	Type	Posted
Amendment_0006_0006.pdf	PDF	Aug 27, 2021
Sol_140R6021R0005_Amd_0006.pdf	PDF	Aug 27, 2021
Subcontracting_Plan_Template_0005.docx	DOCX document	Aug 13, 2021
Sol_140R6021R0005_Amd_0005.pdf	PDF	Aug 13, 2021
Amendment_0005_0005.pdf	PDF	Aug 13, 2021
Sol_140R6021R0005_Amd_0004.pdf	PDF	Aug 11, 2021
Amendment_0004_Green_Mtn_Penstock_0004.pdf	PDF	Aug 11, 2021
Sol_140R6021R0005_Amd_0003.pdf	PDF	Aug 9, 2021
Amendment_0003_0003.pdf	PDF	Aug 9, 2021
Sol_140R6021R0005_Amd_0002.pdf	PDF	Jul 29, 2021
Amendment_0002_0002.pdf	PDF	Jul 29, 2021
Sol_140R6021R0005_Amd_0001.pdf	PDF	Jul 19, 2021
Amendment_0001_0001.pdf	PDF	Jul 19, 2021
52_00_00_Drawings_Part_2_of_2.pdf	PDF	Jun 22, 2021
Sol_140R6021R0005.pdf	PDF	Jun 22, 2021
To_Post_Removed_Drawings_658_to_785_Green_Mtn_Penstock__to_Post.pdf	PDF	Jun 22, 2021

Show all 16

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

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

70 70

50 50

40 34

36 36

225 30

T H

S A

LAR M TA IOCE N

R el ea se d

T H

S A

LAR M TA IOCE N

-0 9-

C on tr ac to r us e ar ea r em ov ed a dj ac en t to

B ui ld in g an d N ot es u pd at ed

R el ea se

T H

S A

LAR M TA IOCE N

-0 8-

R ev is ed t o in cl ud e

G ov er nm en t-fu rn is he d pr od uc ts

R el ea se

T H

S A

LAR M TA IOCE N

NOTES

R el ea se

TYP.

T H

S A

LAR M TA IOCE N

PIPE GUARDRAILS

MARK NO. TYPE NUMBER REQ'D A B C D MOUNTING DETAIL

MK. 60067-A 1 4 7'-43

4" 5'-43

4" 1'-0" 1'-0" Detail 1

MK. 60067-B 1 8 7'-3" 5'-3" 1'-0" 1'-0" Detail 1

MK. 60067C 1 4 6'-101

2" 4'-101

2" 1'-0" 1'-0" Detail 1

MK. 60067-D 1 1 4'-33

4" 2'-33

4" 1'-0" 1'-0" Detail 2

MK. 60067-E 1 1 3'-71

4" 1'-71

4" 1'-0" 1'-0" Detail 1

MK. 60067-F 2 1 6'-0" 5'-0" ----- 1'-0" Detail 1

MK. 60067-G 3 1 ----- 1'-81

4" ----- ----- Detail 2

NOTES

R el ea se

T H

S A

LAR M TA IOCE N

R el ea se

DESCRIPTION

Upstream body

LIST OF PARTS FOR ONE 40-INCH JET-FLOW GATE, TWO REQUIRED

1 Stem7

Stem block and spacer1

245-D-60041

245-D-60040

PART

NO. NO.

DRAWING

Seal clamp ring

Bonnet cover

Seal ring

Leaf1

Downstream body

REQ'D

NO.

ASTM A564, Type 630, Condition H1150Stainless steel8,9,10,45,46 317

6,7,10,33,34 232

ASTM A240 or A276, Type 304L or 316L

ASTM A240, Type 304 or 316

Centrifugal casting - ASTM B271, Alloy C95400

ASTM A36 or A572, Grade 50 and ASTM A53 Grade B, A500 Grade C, or A1085

SPECIFICATION

4,7,9,10,11,12

1,4,25

1,5,6,30

1,2,16,17,47

WITH PARTS

1,3,13,14,15,16,17,19,20,22,2428,29,31,32,46,47

2,3,4,5,16,20,25,29,30,32,47

USED

Stainless steel

Aluminum bronze

Structural steel

MATERIAL (lbs.)

EST. WT.

ASTM A36 or A572

ASTM A36 or A572, Grade 50 and ASTM A240, Type 304L or 316L

325Structural Steel and UHMWPE

6,14,28

2,18,21,23,40 ASTM A36 or A572, Grade 50, A992, and D4020

4ASTM F3125, Type 1, Grade A325

ASTM F3125, Type 1, Grade A325Steel

Steel2,3,47

1,2,3,20,47

1 Seat11

1,2 EPDM ASTM D2000 2

1,4

1,2,3

2,11,12,14,15

EPDM

Steel

Stainless steel

Steel

1,2,3,16,17,47

13,23,40

16ASTM A193, S21800Stainless steel, "Nitronic 60"1,5

213,21,40 Steel ASTM F436, Type 1

245-D-60042

245-D-60043

245-D-60044

253-D-60044

245-D-60044

No Detail

Stand2245-D-60045

2" - 6UNC - 2B Heavy hex. nut

4 " - 10UNC 3A x 2 " Long hex. drive socket head cap screw

D-Ring Seal for use with water. See Note B

.375" ± .015 Square gasket. See Note A.

2 " - 6UNC - 2A x 31

2 " Long hex. head cap screw

Deleted

1" - 8UNC - 2B Heavy hex. nut

2 " - 6UNC - 2A x 6 " Long hex. head cap screw

3513,21,23 ASTM F1554, grade 3640 No Detail 1" - 8UNC - 2A x 13" Long threaded rod

Structural steel

Structural steel and stainless steel

Aluminum bronze ASTM B148 or B505, Alloy C95400, See drawings for others

Composite, see specifications X

Steel

ASTM A563, grade A

ASTM A563, Grade DH

ASTM F837, Group 1 or 2, Condition AF

ASTM D2000

3,871

1,414

9,505

7,524

24 FT

The estimated weight of one 40-inch jet-flow gates is _ _ _ _ _ _ _ _ _ 26,627 lbs.

A. Square gasket shall be one piece and shall have a shore durometer hardness of 50 to 60. Length approximate, cut to fit.

B. D-ring seal shall be fabricated as a continuous ring with a shore durometer hardness of 65 to 75. Any spliced joints on continuous ring shall be vulcanized with no offsets at joints.

C. Contractor to verify all fastener lengths prior to ordering.

D. Apply removable thread locking compound for fasteners less than 3/4 inch in diameter, apply anti seize compound for all others. For stainless steel fasteners use thread locking compound formulated for use with inactive metals or apply manufacturer's recommend activator + thread locking compound, see specifications.

NOTES

Stem position indicator

226,15,281 Seat12 245-D-60044 Composite, see specifications X

581,2,3,16,17,20,26 Steel ASTM F436, Type 147 No Detail Flat washer for 11 2 " bolt150

Deleted

43 Deleted

Deleted

Stem cover

Deleted

Flat washer for 1" threaded rod

#4 Morse taper dowel x 41 2 " long

Stem block key

Motor operator

8No Detail 13

2 " - 13UNC 2A x 2 " Long hex. drive socket head cap screw

8" - 16UNC - 2A x 21

2 " Long hex drive flathead screw with washer and nut

1253-D-60044

See Specifications3,7,26,27,45 XNo Detail 1

7,9,33,34 Stainless steel, "Nitronic 60" ASTM A240 or A276, UNS S21800

Deleted

Seat bracket

Seat bracket 2,6,12,28

2,6,11,281245-D-60044

1245-D-60044

Aluminum Bronze ASTM B148 or B505, Alloy C95400

ASTM B148 or B505, Alloy C95400Aluminum Bronze

No Detail 1 1 4 " - 7UNC - 2A x 31

2 " Long hex. head cap screw8 3,8,27 Steel ASTM A449, Type 1

Aluminum and polycarbonate245-D-60045 7,8 57ASTM B241 and B209, Alloy 6061-T6

Stainless Steel ASTM F879, Group 1 or 2, Cond. AF and ASME B18.21.1 and ASTM F594, Group 1 or 2, Cond. CW

2,000

No Detail 2 5 8 " - 11UNC 2A x 2 " Long hex. head cap screw 9,10,34 Stainless steel

Stainless steel

ASTM F593, Group 1 or 2, Condition CW 1

12 10,33 ASME B18.21.1

No Detail Flat washer for 1 1 4 " bolt8 3,8,26 Steel ASTM F436, Type 1 1

No Detail Flat washer for 5 8 " bolt

ASTM A307, Class B 14Steel2,243 4 " - 10UNC 2A x 21

4 " Long hex. head cap screwNo Detail 36

(ft-lbs.)

TORQUE

1,150

Per Manf.

Per Iso. Kit Manf.

Per Manf.

Deleted24

No Detail 1 1 8 " Gasket and isolation kit 2,22 Glass reinforced epoxy/nitrile X

No Detail 7,45 Stainless steel ASTM A240, A276, Type 304L or 316L, ASTM F593 Gr, Cond. CW1

T H

S A

SHEET

B Y

N U.

T O

O R

Managing

LAR M TA IOCE N

W in theWa estter

-B

O N

N M

P O

40-INCH JET-FLOW GATE

LIST OF PARTS

DENVER, CO

245-D-60039

2017-05-26

3Au to

Re l.

.1 s

D-

-1

.D W

1, 9:

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

W. P. Bower

A. J. Quiniones

Converse, Kyle N

Hummel, Terry L Mgr Hydr Equip

NO 1

-0

R ya n St ep he n

R ed es ig n of a ll je t-flo w g at e co m po ne nt s

NO 2

-0

D R e-w or de d

N ot e D f or c la ri ty

1' 1'

9' -0

3 4

1' 1' 1' 1'

UPSTREAM ELEVATION

6' -3

48"-Dia AWWA, Class E ring flange.

Bolt pattern to match upstream pipe spool.

5 3 8 "

8 "

2'-9"

6'-71 2 "

2'-5 3 4 "

5 8

Symmetric about CL

R. 1 4 "

2'-11"

14 - 15 8 " Dia.

drilled holes through for 16, S.F. 3 1

8 " Dia.

F.S for 47 .

4-#4 Morse taper holes, ream with gate assembled for 29 .

2'-6"

PLAN

3 4

1' -9

3 4

UPSTREAM BODY

STAINLESS STEEL - ASTM A240, TYPE 304L OR 316L

STEEL - ASTM A36 or A572, Grade 50

SECTION B-BSIDE ELEVATION

TWO REQUIRED

BOTTOM VIEW

Symmetric about CL

9" 7'

-0

(D ow el h ol es

2'-5"

DOWNSTREAM ELEVATION

3 4

1 2 " D ia.

S pa ce s

-0

11 Spaces @ 6 5'-6"

2'-5"

Note F

Chamfer as necessary for welds, typical

1'-8 3 4 "

11 3 4 "

SECTION A-A

5 1 4 "

3 4

Spool may be fabricated by not more than two longitudinal welds

4'-111 2 "10"

3 4

4 "

3 4

1' -3

" 1 2 "

2 "

1 2

4 "

3 4

46 - 1 5 8 " Dia.

drilled holes through for 16 , S.F. 31

8 " Dia.

F.S for 47 .

44 - 11

2 " 6UNC-2B 21

2 " deep

6 - 1"-8UNC-2B

through for push off bolts

3' pu sh o ff b ol ts

2' pu sh o ff b ol ts

1' -9

2' -5

-6

3 4

2 "

W eb bi ng p la te s ab ov e th is li ne ar e 1 2 th ic k

W eb bi ng p la te s be lo w t hi s lin e ar e

3 4 th ic k 4" Stainless steel

Carbon steel

4" holes. Straddle s.

Do not drill through.

C C

8 "

2 "

4" 8 "

4' D ia

3 1 2 "

4 "

1 2

4 " vertical plate, see isometric view -60045

FILL

GAP

C Vertical 3 4 " plateL

3 4

40 - 3 4 " 10UNC-3Bx1 5

8 " deep, spaced equally for 25 . Straddle C s. Do not drill through.

49.000 Dia.

53.504 Dia.

3 4

13 16

15 16

46 1 8 " Dia.

6 1 2 " Nominal. See Note B, Dwg 245-D-60038.

Stainless steel

DETAIL 1

48 " Dia.

5 8

Chamfer, 1 4 "x 3

32 "

SECTION C-C

3 8

T H

S A

SHEET

B Y

N U.

T O

O R

Managing

LAR M TA IOCE N

W in theWa estter

-B

O N

N M

P O

40-INCH JET-FLOW GATE

UPSTREAM BODY

DENVER, CO

245-D-60040

2017-05-26

4Au to

Re l.

.1 s

D-

-1

.D W

5, 9:

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

W. P. Bower

A. J. Quiniones

Converse, Kyle N

Hummel, Terry L Mgr Hydr Equip

A. Welding symbols apply to the joints of all members of similar identification.

B. Only select welds are shown for Parts 1, 2 and 6. These welds are required to be welded as shown.

The intersection of all other plates are to be welded using full strength welds. See Full Strength Weld Detail and table (-60041). Submit weld sizing for Conceptual Weld Detail (Corner Joint) (-60041). At the Contractor's option, remaining welds may be sized according to loading conditions described in specifications and drawing 245-D-60038 in lieu of full strength welds. Submit calculations for approval.

C. Upper flanges shall be machined with upstream and downstream bodies doweled and bolted together.

D. All welding of stainless steel to carbon steel shall be made with AWS E309L electrodes.

E. Clip corners of intersecting plates as necessary to accommodate welds.

F. Surface finish of 32 at areas that mate with square gasket. Surface finish of 63 for remainder of flange.

NOTES

NO 1

-0

R ya n St ep he n

R ed es ig n of a ll je t-flo w g at e co m po ne nt s

NO 2

-0

D R e-w or de d

N ot e B f or c la ri

9" 7'

-0

(D ow el h ol es

UPSTREAM ELEVATION

3 4

S pa ce s

-0

11 Spaces @ 6 5'-6"

2'-11 2 "

2'-01 2 "

1 3 4 "

92 (23 Each column) 2 " 13UNC-3Bx1 1

4 " deep for 28 . Do not drill through

D ia

1' 1'

9' -2

1 4

1' 1' 1' 1'

DOWNSTREAM ELEVATION

1' -3

3 4

4 "

11"

2 "

1 2

6' -3

36 - 3

4 "-10UNC-2Bx11 2" deep, equally spaced, S.F. 1 3

4 " Dia. F.S for 22 and 31 .

11"

8 "

1'-41 4 "

2'-51 4 "

3'-1 3 4 "

SIDE ELEVATION

SECTION B-B

4' -7

1 2

Spool may be fabricated by not more than two longitudinal welds

STEEL - ASTM A36 or A572, GRADE 50

TWO REQUIRED

DOWNSTREAM BODY

2'-6"

1' -2

1 4

1' -4

1 4

3' -1

3 4

1 2

2'-5"

1 4

6" 6"

14 -15 8 " Dia. drilled holes through, S.F.

8 " Dia. F.S for 47 .

2-#4 Morse taper reams with gate assembled for 29 .

11 Spaces @ 6 5'-6"

2 (One each side)

2 "-6UNC-2B

through for 17 .

PLAN

BOTTOM VIEW

Symmetric about CL

2 " 4 3

4 "2'-01 2 "

Symmetric about CL

Straddle

2' -1

7 8

3 8

Gasket groove for 32 . See Gasket Groove Detail

Gasket groove, see grove detail

R. 11 8 "

R. 1 4 "

2'-9"

2'-11"

2 "

1' -6

-6

3 4

W eb bi ng p la te s ab ov e th is li ne ar e 1 2 th ic k

W eb bi ng p la te s be lo w t hi s lin e ar e

3 4 th ic k

34 "

3 4

Sp ac es

6" 4"4"

4 "

2 "

Trim d/s end of gusset plates to be flush with spool edge on middle three gussets for each side. Others remain square.

5' -2

4 "

SECTION A-A

5 8

C Webs, 8 spaces @ 6" = 4'L

Extents of watertight interior of gate

Extents of 3 4 " continuous plate

Edge flush with far side of web

Extents of watertight interior of gate

SECTION E-E

See Note F

4 " Plates not hatched for clarity

3 8 "5

1 4

4 "

4 " Plates not hatched for clarity

4 " s

8 "

46 - 1 5 8 " Dia.

drilled holes through for 16 , S.F. 3 1

8 " Dia.

F.S for 47 .

Gasket groove

SECTION C-C

5 8

GASKET GROOVE DETAIL

16 "

O to 5o oO to 5o o

SECTION D-D

DETAIL

FULL STRENGTH WELD DETAIL

(T-INTERSECTION)

DETAIL

CONCEPTUAL WELD DETAIL

(CORNER JOINT)

CONTRACTOR DESIGNED WELD, SUBMIT

FOR APPROVAL

2 t

T H

S A

SHEET

B Y

N U.

T O

O R

Managing

LAR M TA IOCE N

W in theWa estter

-B

O N

N M

P O

40-INCH JET-FLOW GATE

DOWNSTREAM BODY

DENVER, CO

245-D-60041

2017-05-26

5Au to

Re l.

.1 s

D-

-1

.D W

1, 9:

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

W. P. Bower

A. J. Quiniones

Converse, Kyle N

Hummel, Terry L Mgr Hydr Equip

A. Welding symbols apply to the joints of all members of similar identification.

B. Only select welds are shown for Parts 1, 2 and 6. These welds are required to be welded as shown. The intersection of all other plates are to be welded using full strength welds.

See Full Strength Weld Detail and table below. Submit weld sizing for Conceptual Weld Detail (Corner Joint). At the Contractor's option, remaining welds may be sized according to loading conditions described in specifications and drawing 245-D-60038 in lieu of full strength welds. Submit calculations for approval.

C. Upper flanges shall be machined with upstream and downstream bodies doweled and bolted together.

D. See drawing -60045 for Downstream Body isometric view.

E. Clip corners of intersecting plates as necessary to accommodate welds.

F. At Contractor's option, Optional CJP weld on 3

4 " continuous plate will be considered.

Submit for approval.

NOTES

Thinner Pl. (t) Weld( )

4 * t =

NO 1

-0

R ya n St ep he n

R ed es ig n of a ll je t-flo w g at e co m po ne nt s

CJP WELDS MAY BE SUBSTITUTED FOR

FULL STRENGTH DOUBLE FILLET WELDS

NO 2

-0

D R e-w or de d

N ot e B f or c la ri

DETAIL 1

Symmetric about

1 - 1 4 " Drilled hole through for venting and pressure testing Weld closed upon completion of fabrication.

2 "

4 3 4 " 1'-41

8 "

Chamfer, as needed for fillet welds*

1 1 4 " For draining, top two two horizontal plates only

3' -7

2 3 4 "

1 4

1 12 "

Chamfer, as needed for fillet welds

R. 1 1 4 " For draining

2 ", Typ.

5 16

5 8

1 1 16 " Drilled holes (each side) through for lifting

9 32

R. 3 4 "

This compartment to be watertight.

CJP

3 4

7 8

SECTION A-A

LEAF

STAINLESS STEEL, ASTM A240 OR A276, TYPE 304L or 316L

TWO REQUIRED

B B

SECTION B-B

1 2

9 1 4 "21

2 "

1'-2 1 4 "

5" 5"

5" 9 32

1" Chamfer 8 " Chamfer

3' -6

1 4

30°

4'-81 2 "+1/16"

-0"

* Note - do not chamfer bottom row horizontal plate which comprises the water tight compartment

PLAN

7 16

DETAIL 3

3 4

AIL 1

R 1 16"

1 2

13 32

Faceplate

Sideplate

Bottom horizontal plate

3 8

1 2

Faceplate

Sideplate

Ø4 1/4"

2 "

4 3 4 "

1'-103 8 "

1'-111 8 " 3

4 "

16 " Chamfer along length of both edges

16 " Chamfer along edge

16 "

R 1 4 "

30°

DETAIL 2

1 2

32 "

8 "

7 16

DETAIL 3

R 1 16 "

Faceplate

Sideplate

16 " Chamfer along length of both edges

16 "

SECTION C-C

No vertical member-to-faceplate fillet weld required to facilitate fit up of bottom horizontal member.

Faceplate

Sideplate Bottom horizontal plate

T H

S A

SHEET

B Y

N U.

T O

O R

Managing

LAR M TA IOCE N

W in theWa estter

-B

O N

N M

P O

40-INCH JET-FLOW GATE

LEAF

DENVER, CO

245-D-60043

2017-05-26

7Au to

Re l.

.1 s

D-

-1

_1 _1

1, 0:

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

W. P. Bower

A. J. Quiniones

Converse, Kyle N

Hummel, Terry L Mgr Hydr Equip

A. Welding symbols apply to the joints of all members of similar identification.

B. All fillet welds shall be returned.

C. All joints shall be fully welded to exclude moisture.

D. Only select welds are shown for Parts 1, 2 and 6. These welds are required to be welded as shown. The intersection of all other plates are to be welded using full strength welds. See Full Strength Weld Detail and table (-60041). Submit weld sizing for Conceptual Weld Detail (Corner Joint) (-60041). At the Contractor’s option, remaining welds may be sized according to loading conditions described in specifications and drawing 245-D-60038 in lieu of full strength welds. Submit calculations for approval.

NO 1

-0

R ya n St ep he n

R ed es ig n of a ll je t-flo w g at e co m po ne nt s

NOTES

NO 2

-0

D R e-w or de d

N ot e D f or c la ri

7'-6"

SEAT BRACKET

3" 43 Spaces @ 2" = 7'-2"

ALUMINUM BRONZE - ASTM B148 OR B505, ALLOY C95400

TWO REQUIRED, AS SHOWN, PART 14

TWO REQUIRED, OPPOSITE HAND, PART 15

46 - 9 16 " Drilled holes through for part 28

Chamfer x 45.0° Max 0.0335" Min 0.0250"

THREAD DETAIL

INCLUDE OPTIONAL CHAMFER AND FILLET - PER ASME B1.5

Fillet:

Max R. 0.050" Min R. 0.020"

M aj or d ia m et er

ALL OVER

46 - 9 16 " Drilled holes through, C.B. 13 16 " x 5

8 " deep for part 28

SEAT

7'-6"

3" 43 Spaces @ 2" = 7'-2" 1"

C C

SELF LUBRICATING COMPOSITE

SEE SPECIFICATIONS

TWO REQUIRED, AS SHOWN, PART 11

TWO REQUIRED, OPPOSITE HAND, PART 12

Splicing: If required, splice in accordance with manufacturers recommendations. Locate such that splice is centered between bolt holes and is located above the nozzle area. Minimize number of splices.

Chamfer edges on bearing side of splice similar to top detail shown in SECTION C-C.

SECTION A-A

8 " Chamfer

SECTION B-B

SECTION C-C

STEM

TWO REQUIRED

STAINLESS STEEL-ASTM A564, TYPE 630, CONDITION H1150

Threads, 4-0.5P-1L-ACME-2G-LH

8'-5 1

4 " - CONTRACTOR VERIFY

Drill and tap 3 4 "-10UNC-2B x

2" deep on center for handling and position indicator, 46

See thread detail

R0.502" 1.

Through for stem block key

8 "

8 3 8 "

Symmetric about

2 "-13UNC-2B x 7

8 " deep for handling.

Provide handling bolt.

2- 11 16 " holes through for 33 and 34 .

STEM BLOCK KEY

TWO REQUIRED

STAINLESS STEEL, ASTM A240 or A276, S21800, NITRONIC 60

2 "1

32 " Chamfer

1.000+.000 -.004

2 "

STEM BLOCK AND SPACER

STEM BLOCK AND SPACER: ALUMINUM BRONZE, ASTM B148 OR B505, ALLOY C95400

1.000+.004 -.000

Symmetric about

4-0.5P-1L-ACME-2G-LH,

with optional 0.030" fillet per ASME B1.5, Drilled and tapped through for 7

8 " Chamfer, 3 sides on top

4 - 5 8 -11UNC-2B x 1 3

4 " deep. Top 2 for handling, bottom 2 for 33 .

8 "±1/32"

8 " Chamfer

R0.500"

2 "

Stem block key hole, through

16 " Chamfer, all other edges

9 3 8 "

SPACER

8" Chamfer, all around

16 " Chamfer all around

STEM BLOCK

TWO REQUIRED

8 " Chamfer, 2 places

T H

S A

SHEET

B Y

N U.

T O

O R

Managing

LAR M TA IOCE N

W in theWa estter

C O

-B

N M

P O

40-INCH JET-FLOW GATE

STEM - STEM BLOCK KEY -

STEM BLOCK AND SPACER

- SEATS - SEAT BRACKETS

DENVER, CO

245-D-60044

2017-05-26

8Au to

Re l.

.1 s

D-

-1

.D W

1, 0:

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

W. P. Bower

A. J. Quiniones

Converse, Kyle N

Hummel, Terry L Mgr Hydr Equip

NO 1

-0

Ry an

S te ph en

R ed es ig n of a ll je t-flo w g at e co m po ne nt s

NO 2

-0

D U pd at ed d ra w in g tit le

STEEL - ASTM A36 OR A572 AND A992

PAD - UHMWPE, ASTM D4020, BLACK VIRGIN, UV STABALIZED

STAND

4"1'-4"

Ap pr ox

1' -5

(F ie ld v er ify

Pl. 1"

W4x13

UHMW, PL. 1"

1'-2"6"

Trim web flush with flanges

Drill 7 16 " holes through for part 18

6 - 1 1 16 " Dia. drilled holes through for part 40

1 2

10"

1" 8"

4 - 7 16 " holes through, countersunk for 18

2" 8" 2"

8" 2"

FOUR REQUIRED

4 - 5

8 -11UNC-2B

through, provide 8 -11UNC-2A x 4" long fully-threaded hex.

head leveling screw.

Symmetric about

1" 1"

CLOSED

MAINT.

Lifting lug

STEM COVER

CONCEPTUAL DESIGN SHOWN

ALUMINUM, ASTM B241 AND B209, 6061-T6

WINDOW AND ACCESS PORT COVERS: CLEAR POLYCARBONATE

FASTENERS: STAINLESS STEEL, TYPE 304 OR 316

TWO REQUIRED

Window cover

Access port, back side

Access port cover

DOWNSTREAM BODY ISOMETRIC VIEWUPSTREAM BODY ISOMETRIC VIEW

T H

S A

SHEET

B Y

N U.

T O

O R

Managing

LAR M TA IOCE N

W in theWa estter

-B

O N

N M

P O

40-INCH JET-FLOW GATE

STAND - STEM COVER -

GATE BODIES ISOMETRIC

DENVER, CO

245-D-60045

2017-05-26

9Au to

Re l.

.1 s

D-

-1

.D W

1, 0:

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

W. P. Bower

A. J. Quiniones

Converse, Kyle N

Hummel, Terry L Mgr Hydr Equip

A. Contractor to determine final height of Stand based on survey data.

B. Combined length of upstream pipe spool and jet-flow gate shall match the lay length of the existing tube valve. Adjust as necessary and submit for approval.

NOTES

NO 1

-0

R ya n St ep he n

R ed es ig n of a ll je t-flo w g at e co m po ne nt s

NO 2

-0

D U pd at ed d ra w in g tit le

T H

S A

LAR M TA IOCE N

R el ea se

T H

S A

LAR M TA IOCE N

R el ea se

T H

S A

LAR M TA IOCE N

R el ea se

T H

S A

LAR M TA IOCE N

0 4' 8' 16'

-0 9-

Je t-flo w g at es c on tr ol p an el r ef er en ce n am e ch an ge d.

R el ea se

T H

S A

LAR M TA IOCE N

-1 0-

Ti tt le b lo ck t yp o co rr ec te d.

R el ea se

T H

S A

LAR M TA IOCE N

R el ea se

T H

S A

LAR M TA IOCE N

-0 9-

Je t-flo w g at es c on tr ol p an el r ef er en ce n am e ch an ge d.

R el ea se

CONTROLLER

MODULE

COMPATIBLE

MODULES

GROUND BAR

OVERCURRENT

PROTECTIVE

DEVICES

POWER SUPPLY MANAGED

ETHERNET SWITCH

UNINTERRUPTIBLE

POWER SUPPLY

120-VOLT AC

RECEPTACLE

TERMINAL

BLOCKS

LED LIGHT

WARNING HORNOFFLOCAL

SUPV

BY-PASS

VALVE NO. 1

BY-PASS

VALVE NO. 2

OPERATOR INTERFACE

TERMINAL PANEL SX

CLOSE GATE

RUN JOG RUN JOG

STOP GATE

OPEN GATE

MAINT

OFFLOCAL

SUPV MAINT

CLOSE GATE

STOP GATE

OPEN GATE

T H

S A

LAR M TA IOCE N

REFERENCE DRAWINGS

245-D-60071 CONDUIT PLAN - JET-FLOW GATES AND

FLOWMETERS

245-D-60072 CONDUIT PLAN - JET-FLOW GATES AND

FLOWMETERS ROUTING DETAILS

245-D-60073 NETWORK DIAGRAM - JET-FLOW GATES

AND FLOWMETERS COMMUNICATIONS

245-D-60074 SINGLE LINE DIAGRAM - 240/120 VAC

STATION SERVICE SYSTEM

245-D-60077 BLOCK DIAGRAM - JET-FLOW GATES

POWER AND COMMUNICATIONS

245-D-60078 BLOCK DIAGRAM - FLOWMETERS POWER

AND COMMUNICATIONS

245-D-60079 CONDUIT PLAN - FLOWMETERS

NOTES

1. DRAWING SHOWS GENERAL EQUIPMENT ARRANGEMENT

ONLY. LAYOUT OF INTERNAL PANEL DEVICES, PANEL SIZE,

AND OVERALL CABLE MANAGEMENT SYSTEM, SHALL BE

DETERMINED BY PANEL DESIGNER TO MEET SPECIFICATION

REQUIREMENTS.

2. PANEL DOOR PILOT DEVICES, OPERATOR INTERFACE

TERMINAL , AND NAMEPLATES SHALL BE ARRANGED IN THE

ORDER SHOWN.

3. ELEVATE PANEL DOOR PILOT DEVICES, OPERATOR

INTERFACE TERMINAL, AND NAMEPLATES AS NECESSARY

FOR APPROPRIATE VISIBILITY.

4. PROVIDE LED LIGHT AT THE UPS CABINET SPACE, NOT

SHOWN FOR CLARITY.

-0 8-

C on tr ol p an el la yo ut a nd

N ot es m od ifi ed t o sh ow m or e de ta ile d re qu ir em en ts

R el ea se

T H

S A

LAR M TA IOCE N

R el ea se

T H

S A

LAR M TA IOCE N

R el ea se

T H

S A

LAR M TA IOCE N

0 5' 10' 0 4' 8' 16'

0 2' 4'1' 0 2' 4' 8'

R el ea se

43A33

File details come from the government source that posted it. Updated Jun 22, 2021.