Drawings_051-121_TruckeeCanal_Set5_11x17.pdf
PDF 42 MB Posted
- Attached to
- Truckee Canal - Lining and Check Structures Federal contract opportunity
- Solicitation number
- 140R2022B0002
About this file
This document provides details on a federal contract opportunity to line and repair structures along the Truckee Canal. The solicitation number is 140R2022B0002 and seeks to line a section of the Truckee Canal with concrete over a geomembrane barrier and repair or replace two check structures. Additional repairs are required for supporting site structures. The contracting agency is the Department of the Interior Bureau of Reclamation. Interested parties should review drawings of the project area and scope of repairs that are necessary along the 11-mile canal section and its structures. The response due date and award timing are not specified in this document.
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Text version
Specifications No. 20-C0911
ELEVATION
(Downstream view)
PLAN
BULKHEAD ASSEMBLY
ISOMETRIC
DETAIL 1
SECTION A-A
SECTION B-B
VIEW C-C VIEW D-D
2 3 4 5
D
C
B
A
D
C
B
A
54321
29-D-60182
BULKHEAD GATE
DENVER, CO 2022-2-28
APPROVED
TECH APPR. Eric Paquette, PE
CHECKED
A. Lewis
DRAWN
E. Paquette
DESIGNED
E. Paquette
INSTALLATION - LIST OF
PARTS
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LIST OF PARTS
MaterialDescriptionNo. Req.Drawing No.Part No.
STRUCTURAL STEELBULKHEAD GATE LEAF229-D-601831
STRUCTURAL STEELSIDE SEAL CLAMP BAR229-D-601842
STRUCTURAL STEELSIDE SEAL CLAMP BAR2"3
STRUCTURAL STEELBOTTOM SEAL CLAMP BAR2"4
SEE SPECIFICATIONSSIDE SEAL4"5
SEE SPECIFICATIONSBOTTOM SEAL2"6
SEE SPECIFICATIONSCORNER SEAL4"7
SEE SPECIFICATIONSLIFTING SLING2"8
SEE SPECIFICATIONSHEX. SOCKET FLAT SOUNTERSUNK HD W/WASHER & NUT146+5No Detail9
DETAIL 1
A
A
B
B
C
C
D
D
*See part for material specifications.
Est. weight per bulkhead _ _ _ _ _ 1,400 lbs Total est. weight _ _ _ _ _ _ _ _ _ 2,800 lbs
8" Seal offset, typical.
16" Seal offset
Gate hoist and handrail not shown for clarity.
Bay shows bulkhead in compressed seal position.
Bay shows bulkhead in uncompressed seal position.
FL
O
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Radial gates not shown for clarity.
Existing structure.
Compressed seal view Uncompressed seal view
Vulcanize all joints.
2" - See Notes
21 2"
2" Nominal Clearance
2"
11 2"
NOTES
A. Contractor to field verify guide dimensions prior to fabrication.
B. All fasteners to be coated in a suitable lead-free, commercial grade, anti-seize compound.
C. Furnish and attach brass or bronze plate to the upstream face of the skinplate of the bulkhead. Min. letter height 4". Plate shall have the following etched or cut out: BANGO
CHECK STRUCTURE BULKHEAD - Max. HEAD 7'-6"
LIST OF DRAWINGS
Bulkhead Gate Installation - List of parts_ _ _ _ _ _ _ _29-D-60182 Details - Parts - Sections_ _ _ _ _ _ _ _ 29-D-60183 Sections - Views _ _ _ _ _ _ _ _ _ _ _ _ 29-D-60184 Parts _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _29-D-60185
See Notes A
8' - See NOTE A
El. 2988.6
See informational drawings for concrete outline.
ERIC PAQUETTE Digitally signed by ERIC PAQUETTE Date: 2022.02.14 14:08:08 -07'00'
BULKHEAD GATE LEAF
Structural Steel - ASTM A36
Two Required
SECTION E-E UPSTREAM VIEW
C
B
A
D
C
B
29-D-60183
BULKHEAD GATE
DENVER, CO 2022-2-28
APPROVED
TECH APPR. Eric Paquette, PE
CHECKED
A. Lewis
DRAWN
E. Paquette
DESIGNED
E. Paquette
DETAILS - PARTS -
SECTIONS
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DETAIL 3
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8'-23 8" Out to Out
8' -5 16
NOTES
A. Return all fillet welds.
B. Unless otherwise covered by a weld symbol, seal weld, whenever possible, to exclude water.
C. Weld symbols apply to all joints of similar identification.
D. At the contractors option, for ease of manufacturing, skinplate may have one seam centered on a horizontal support.
E. Provide seat bar of sufficient thickness to achieve tolerances shown. Grind/remove excess material as needed.
F. Locate Seal Stop Bar after complying with seat bar tolerance.
Bu lkh ea d t o b e s qu ar e
8"
8'-13 4" Out to Out of End Plates
Face of seat bars to lie in a common plane.06125.06125
Symmetric about C.L.
21 8" 7'
-8
S pa ce s
4"
4" Skinplate
7' -8
S pa ce s
4"
8x
8 Bar
4"
8'
Ø 16" Thru holes for Part 9
10"1'-8"1'-65 8"
Affix plate to center of bulkhead. See NOTES.
2x
16x7'-8
8" Bar
7' -8
3 8"
1/8 1/8
1/8
ERIC PAQUETTE Digitally signed by ERIC PAQUETTE Date: 2022.02.14 14:32:03 -07'00'
VIEW F-F
SECTION G-G
SECTION H-H
VIEW J-J
DETAIL 3
SECTION K-K
C
B
A
D
C
B
29-D-60184
BULKHEAD GATE
DENVER, CO 2022-2-28
APPROVED
TECH APPR. Eric Paquette, PE
CHECKED
A. Lewis
DRAWN
E. Paquette
DESIGNED
E. Paquette
Sections - Views
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2" Plate
7"
R1 2"
2"
7 1 2 "
7 8"
2"2x
8 Bar
1x 8 Bar
15 8"
1 16
0'
Se e
N ot es
3/16 3/16
End plate to skin plate
3/16 3/16
Horizontal member to skin plate
3/16 3/16
Seat bar to skin plate
3/16 3/16
3/16 3/16
Horizontal member to end plate.
Plate cutaway for clarity
8" Plate
45°
3/16 3/16
Lifting plate to skin plate
5" 1 2"
2"
3/16 3/16
Lifting plate to horizontal member
4"
Symmetric about C.L.
2"
Symmetric about C.L.
Seat bar face
3/16 3/16
16"x
4" Bar
5 16
8"
45° Chamfer
4"
21 8"
2x 8 bar
3/16 3/16
Skinplate
End plate
11 4"
4"
16"
4x
16 Bar
Seal Stop Bar
1"
3/16 3/16
Lifting plate to reinforcement plate
Reinforcement plate
Lifting plate
A. Return all fillet welds.
B. Unless otherwise covered by a weld symbol, seal weld, whenever possible, to exclude water.
C. Weld symbols apply to all joints of similar identification.
D. At the contractors option, for ease of manufacturing, skinplate may have one seam centered on a horizontal support.
E. Provide seat bar of sufficient thickness to achieve tolerances shown. Grind/remove excess material as needed.
F. Locate Seal Stop Bar after complying with seat bar tolerance.
NOTES
ERIC PAQUETTE Digitally signed by ERIC PAQUETTE
Date: 2022.02.14 14:30:15 -07'00'
SIDE SEAL CLAMP BAR
Structural Steel - ASTM A36
Two Required for Part 2, as shown Two Required for Part 3, opp hand
BOTTOM SEAL CLAMP BAR
Structural Steel ASTM A36
Two Required
SIDE SEAL
See Specifications
Four Required
SECTION L-L
BOTTOM SEAL
See Specifications
Two Required
CORNER SEAL
See Specifications
Four Required
LIFTING SLING
See Specifications
Two Required
C
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D
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29-D-60185
BULKHEAD GATE
DENVER, CO 2022-2-28
APPROVED
TECH APPR. Eric Paquette, PE
CHECKED
A. Lewis
DRAWN
E. Paquette
DESIGNED
E. Paquette
PARTS
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7'-8"23 Spaces @ 0'-4" =
8" Chamfer, 45°
Ø 16" Thru holes for Part 9 2 3
16x1 Bar
3 8"
8'
8"
1"
2" 11
2" 31 2" 11
2"11 2"31
2"7'-1"20 Spaces @ 0'-41 4" =
3 8"
8" Chamfer, 45°
1"
Ø 16" Thru holes for Part 9
8'-0"* See Notes
R 7 16"
16"
9 16
R1 8"
2"
Use Part 2 & 3 as template for thru holes.5
16" Thru holes 5
7'-6"* See Notes
6Ø 16" Thru holes Use Part 4 as template for thru holes. NOTES A. Extra length for seals provided. Trim as necessary for fitment.
8"
Se e
N ot es
8"* See Notes
Open swage socket for 8" wire rope
Ø 8", 6x19 IWRC, XIP rope, galvanized, min rated capacity 42,000 lbs. at 45 degree leg angle
Master link, sized to match rated leg load, galvanized.
Standard thimble and tapered sleeve for 8" wire rope, galvanized.
Symmetric about C.L.
4'-
4x1 Bar
ERIC PAQUETTE Digitally signed by ERIC PAQUETTE Date: 2022.02.14 14:26:28 -07'00'
B
Operating deck, see dwg. 60015
Canal structure CL
Radial gate hoist, typ.
Flow
A
Actuator w/ handwheel
Approx. outline of drum cover, typ Adjacent bay hoist, typ.
Hoist shaft typ.
H an dw he el A pp ro x.
H ei gh t
3' -1
/4
Drum Edge Approx. Spacing 8 7/8"
D ru m A pp ro x.
H ei gh t
1' -1
Approx. outline of drum cover, typ.
Provide bearing and gearbox pedestals and supports as required
CL Rope drum Operating deck El., see dwg. 60015
Wire rope
Turnbuckle and open socket for wire rope, typ
Radial gate - seated
Radial gate -fully raised
Canal invert
Radial gates, see 60171(Bango) and 60207(Fernley)
Actuator
Coupling typ.
Drum typ.
Bearing support typ.
Grout pad typ.
Worm gear
Gearbox support
Pillow block bearing typ.
Wire rope typ.
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DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
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Z.Cepak
Z. Cepak
M. Becker
Z. Cepak P.E., M. Diubaldo, PE, 2/28/2022
RADIAL GATE HOIST
INSTALLATION
29-D-60192
Scale: 3/8" = 1'-0" Hoist General Plan
Scale: 1" = 1'-0"1 Hoist Detail
NOTES
1. Dimensions shown in feet and inches, unless otherwise indicated.
2. Drum covers not shown for clarity.
3. Hoist capacity shall be sufficient to operate its gate as designed.
4. Radial Gate Hoist drawing 29-D-60192 is concept only. Refer to manufacturer supplied drawings for actual dimensions for each hoist.
5. Radial Gate Hoist drawing 29-D-60192 is the general arrangement drawing provided for Fernley Check Structure and Bango Check Structure.
REFERENCE DRAWINGS
TRUCKEE CANAL - CHECK STRUCTURES
GENERAL ARRANGEMENT - PLAN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 29-D-60015 BANGO CHECK STRUCTURE CONCEPTUAL RADIAL GATES- INSTALLATION - LAYOUT _ _ _ 29-D-60171 FERNLEY CHECK STRUCTURE CONCEPTUAL RADIAL GATES - INSTALLATION - LAYOUT _ _ _29-D-60207
Scale: 3/4" = 1'-0"B Hoist Section Gate Open/Closed
0 1' 2' 3'
Scale: 3/4" = 1'-0"
0 1' 2'
Scale: 1" = 1'-0"
0 2' 4' 6'
Scale: 3/8" = 1'-0"
Scale: 1" = 1'-0"A Hoist Front Section
Supervisor, Mechanical Equipment Group
NOT TO SCALE NOT TO SCALE
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RADIAL GATE
GALVANIC ANODE
CATHODIC PROTECTION
SYSTEM
DENVER, CO
29-D-60193
2021-08-24
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
Henderson, Chrissy Ph.D.
Weber, Grace
Weber, Grace
Little, Daryl A Materials Engineer
Torrey, Jessica D P.E.
Supervisory Civil Engineer
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CL. Wallplate
Centering guide or roller, to bear on wallplate
CL. Pin pedestal, struts, and lifting lug
22'-0" CL. Pin to CL. Wallplate
PLAN - GATE ARM ASSEMBLY
0' 3'2'1'
Horizontal beam
Drain holes
1' -0
R22'-0" CL. Pin to CL. Blockout, CL. Wallplate, and inside skinplate
0" t o C L.
P in
0" H ei gh t of g at e an d bo tt om o f ga te in f ul ly r ai se d po si tio n
Bulkhead gate guide
71 2"
Raised position (Full Open)
Gate hoist assembly
19'-2" CL. Pin to CL. Sillplate
Top of weir wall, El. 4192.0
0' 4'2'
Closed position
3 - 9'X10' Radial gates
Bulkhead gate guide
Steel grating walkway
Skinplate Wear plate
CL. Pin pedestal, struts and lifting lug
0' 4'2'
Cathodic protection anodes, see 29-D-60193
9'-0"
Invert El. 4182.9
FLOW
Faceplate assembly
Locate pin as shown on 29-D-60017
FL
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Gate hoist assembly
CL. Gate No. 1CL. Gate No. 2CL. Gate No. 3 Operating Deck
Steel grating walkway
0' 8'4'
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FERNLEY CHECK
STRUCTURE
CONCEPTUAL RADIAL
GATES
INSTALLATION - LAYOUT
DENVER, CO
29-D-60207
2022-02-17
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
K CONVERSE
K CONVERSE
J MENA
McCann, Alan M P.E.
Mechanical Engineer
Stephen, Ryan D P.E.
Mechanical Engineer
LIST OF DRAWINGS
FERNLEY CHECK STRUCTURE CONCEPTUAL RADIAL GATES
INSTALLATION - LAYOUT_________________________29-D-60207
GATE DETAILS_________________________________29-D-60208
REFERENCE DRAWINGS
GENERAL ARRANGEMENT
LONGITUDINAL SECTION AND DETAILS_____________29-D-60017
OUTLINE AND REINFORCEMENT DESIGN
PLAN-OPERATING DECK - EL. 'C'___________________29-D-60023
OUTLINE AND REINFORCEMENT DESIGN
SECTION AND DETAILS__________________________29-D-60025
SECTION AND DETAILS__________________________29-D-60026
RADIAL GATE HOIST
INSTALLATION_________________________________29-D-60038
RADIAL GATE
GALVANIC ANODE CATHODIC PROTECTION SYSTEM___29-D-60193
NOTES
1. These drawings supercede 29-D-60040.
2. Views of gates shown are conceptual only. See specifications for requirements.
3. The pedestal anchorage is Contractor designed.
R el ea se d
Through bolt
Seal clamp bar
Wallplate and sillplate blockout, See 29-D-60025
J-bulb or other seal, compression set by gate designer
Wallplate Lifting lug
Drain hole
60207
Strut
0' 12"8"4"
Wall and sill plates to be installed flush with grout.
CL. Wallplate, blockout, and inside skinplate
Centering guide or Roller, installed with gap with wallplate
CL. Pin pedestal, struts and lifting lug
Horizontal beam
Drain hole
22'-0" to CL. Pin
Corbel
Contractor designed pedestal anchorage
Weld access and drain holes
Bushing
Pin retainer bar
Grout
Pin pedestal
CL. Pin pedestal, struts, and lifting lugs
60207
Pin
60207
Pin Seal
0' 12"8"4"
0' 12"8"4"
Wall and sill plates to be installed flush with grout.
3" ±1" (Grout pad)
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FERNLEY CHECK
STRUCTURE
CONCEPTUAL RADIAL
GATES
GATE DETAILS
DENVER, CO
29-D-60208
2022-02-17
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
K Converse
K Converse
J MENA
McCann, Alan M P.E.
Mechanical Engineer
Stephen, Ryan D P.E.
Mechanical Engineer
R el ea se d
5'-1" 5'-1" 5'-1" 2'-51 4" 6'-7" 2'-51
4" 5'-1" 5'-1" 5'-1"
61'-4"*
8"8"
1' -2
1'
-2
1' -1
" 3' -5
A 3/8" = 1'-0"
B 3/8" = 1'-0"
5'-1" 5'-1" 5'-1"
61'-4"*
8"8"
5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 8"27'-0"
3' -0
4' -0
6" 6"2'
-0
6"
2' -0
6"
3' -0
6"
6"
4' -0
8"
3/8" = 1'-0"
6'-7"2'-51 4"6'-7"2'-51
4"6'-7" 2'-51 4"
6'-7" 6'-7"2'-51 4" 2'-51
4"
5'-6"
61'-4"*
8"5'-6"5'-6"5'-6"5'-6"5'-6"8"
5'-1" 5'-1" 5'-1" 2'-51 4"
6"
1' -2
1'
-2
1' -1
"3' -5
3' -5
"1' -2
1'
-2
1' -1
Pipe guardrail, MK. 60196-A
Pipe guardrail, MK. 60196-E
Pipe guardrail, MK. 60196-C
Top of platform, El. 4186.33
Top of platform, El. 4186.33
Top of platform, El. 4186.33
Pipe guardrail, MK. 60196-A
Pipe guardrail, MK. 60196-B
Pipe guardrail, MK. 60196-D
3'-0"6" 6"
4'-0"*
1' -2
1'
-2
1' -1
" 3' -5
Top of platform, El. 4186.33
8"
8"
8"
C 3/8" = 1'-0"
Pipe guardrail
2' -0
2' -0
Pipe guardrail
Pipe guardrail, MK. 60196-E
Pipe guardrail, MK. 60196-E
Pipe guardrail, MK. 60196-H
Pipe guardrail, MK. 60196-B
Pipe guardrail, MK. 60196-E
Pipe guardrail, MK. 60196-E
Pipe guardrail, MK. 60196-E
Pipe guardrail, MK. 60196-C
Pipe guardrail, MK. 60196-D
8"
1'-4"2'-2"2'-0"7'-0"2'-0"2'-0" 7'-0"2'-2"1'-4"
6"
2'-0" 7'-0"7'-0" 2'-0"2'-0" 2'-2" 1'-4"
Top of platform, El. 4186.33
Pipe guardrail, MK. 60196-G
Pipe guardrail, MK. 60196-F
Pipe guardrail, MK. 60196-F
Radial gate hoist
Pipe guardrail, MK. 60196-G
Pipe guardrail, MK. 60196-F
Pipe guardrail, MK. 60196-F
Pipe guardrail, MK. 60196-H
3'-0"2'-6" 6"
6'-0"*
1' -2
1'
-2
1' -1
" 3' -5
8"
Pipe guardrail
E 3/8" = 1'-0"
2'-0" Pipe guardrail
6"
Top of platform, El. 4186.33
D 3/8" = 1'-0"
6'-0"*
1' -2
1'
-2
1' -1
" 3' -5
8"
3'-0" 6"
Radial gate hoist (Typ.)
Top of platform, El. 4186.33
Light post
Light post
Light post, 2" Std. pipe
Light post, 2" Std. pipe
8' -6
8' -6
8' -6
Radial gate hoist
Light post
Light post
Light post, 2" Std. pipe
2'-2"1'-4"
Scale: 3/8" = 1'-0"
2' 4' 6'0
NOTES
1. For Miscellaneous Metalwork General Notes, see (60196).
2. * Contractor to field verify.
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MISCELLANEOUS
METALWORK - BANGO
CHECK STRUCTURE
GUARDRAIL
PLAN AND SECTIONS
DENVER, CO
29-D-60194
2021-08-24
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
T.Ryan, PE
Robert Rodriguez
Kendra Schiell
Ryan, Tyler J P.E.
Structural Engineer
Kresin, David G P.E.
Structural Engineer
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Anchors not shown (Typ.)
Concrete canal lining
Cl. Anchors
Cl. Anchors (see Note 3)
Anchor at center of ladder for sections longer than 6'-10".
(For ladders with 5, 7, or 9 rungs, offset anchors 5 inches)
6"
11 2"
1'-4"
11 2"
6"
1'-5"
Scale: 1" = 1'
6"
6"
See Note 4
6"
6"
Bar 2x3
Ladder rung (Typ.)
4 12 " (Typ.)
Ladder rung (Typ.)
Bar 2x3 8 Bar 2x3
Face of concrete rung spacingEqual to
8" (Typ.)
Cl. Bars and anchors
2"
1' -8
3 16
1' -7
0" D ep th o f ca na l 1 :1
S lo pe
0" D ep th o f ca na l 2 :1
S lo pe
9'-2" La dder se ctio n
9'-2" La dder se ctio n
7 Spaces @ 1'-2" o.c.
= 8'-2"
7 Spaces @ 1'-2" o.c.
= 8'-2"
18'-6"
S pa ce s
2" o .c
2"
9' -2
Varies
Bar 2x3
A
A
A Scale: 1" = 1'
B B
Cl. Ladder 3 4"Ø Bar
Bar 2x3
Li ni ng t hi ck ne ss
B Scale: 3" = 1'
Face of concrete
2" 81
2"
1'-5"
41 8"
Cl. 13 16"Ø Hole in bar for 58"Ø stainless steel drop-in anchor.
Bar 2x3
PVC or Nylon washer
1 NO SCALE
2"
Face of concrete
PVC or Nylon sleeve
2 NO SCALE
8"
8"
5 8" 11 4" 11 4"
4"
21 2"
4"
8"
Cl. 34"Ø Bar (coated)
8" Plate
R 3 8
R 5 8 "
3 NO SCALE
or ladder rung weld See Detail 3
16"x45° chamfer on each end of rung prior to welding
45°
4"Ø Bar
21 2"
8" Plate
Cl. 34"Ø Bar (coated)
Bar 2x3
45°
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MISCELLANEOUS
METALWORK - SAFETY
LADDER
SECTIONS AND DETAILS
DENVER, CO
29-D-60195
2021-08-24
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
T.Ryan, PE
Robert Rodriguez
Kendra Schiell
Ryan, Tyler J P.E.
Structural Engineer
Kresin, David G P.E.
Plant Structures Group Manager
Scale: 1" = 1'
1' 2'0
1. Ladders shall be installed on both sides of canal, staggered at 750-foot intervals along the canal and upstream of structures at canal stations shown on drawings. See 29-D-60198 for locations.
2. Ladders shall be fabricated from aluminum. See specifications for materials and protective coating requirements.
3. Ladders shall be anchored to the canal lining with 58"Ø stainless steel drop-in anchors. Provide PVC or nylon sleeves and washers to prevent contact between the ladder and stainless steel. See specifications for anchor, sleeve, and washer requirements.
4. Paint 3'-0"x3'-0" area on sloped concrete face, symmetrical about Cl. ladder, in accordance with coatings specification.
NOTES
Scale: 3" = 1'
3" 6" 9"0
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3' -5
1'-0"
1' -2
1'
-2
2" Std. pipe
5'-1" 5'-1" 5'-1" 1'-0"
Top of platform, El. 4186.33
1'-0" 6'-7" 1'-0"
3' -5
1' -2
1'
-2
Top of platform, El. 4186.33
3/4" = 1'-0" 3 Req'd
G
1' -1
1'
-1
8" Pl. (Typ.)
1'-0" 5'-6" 5'-6" 5'-6"
3' -5
1' -2
1'
-2
1' -1
3/4" = 1'-0"
(AS SHOWN)
(OPPOSITE HAND)
2" Std. pipe
Top of platform, El. 4186.33 3
8" Pl. (Typ.)
G
G
90° L.R. Std. butt welding elbow
2" Std. pipe
90° L.R. Std. butt welding elbow
G
A A
A A
2" Std. pipe
2" Std. pipe
2" Std. pipe
2" Std. pipe
3/4" = 1'-0"
(AS SHOWN)
(OPPOSITE HAND)
7'-0"
3' -5
1' -2
1'
-2
Top of platform, El. 4186.33
3/4" = 1'-0" 2 Req'd
1' -1
90° L.R. Std. butt welding elbow
G
2" Std. pipe
2" Std. pipe
1'-0" 2'-2"
3' -5
1' -2
1'
-2
Top of platform, El. 4186.33
1' -1
2" Std. pipe
90° L.R. Std. butt welding elbow
G
3/4" = 1'-0"
(AS SHOWN)
(OPPOSITE HAND)
2" Std. pipe
A AA A
A A
Light post, 2" Std. pipe
8' -6
8' -6
2'-0"6"
Top of platform, El. 4186.33
B 3/4" = 1'-0"
1' -2
1'
-2
1' -1
3' -5
Light post, 2" Std. pipe
G
90° L.R. Std. butt welding elbow
2"
8"
6" M in . 51 2"
Cl. Std. pipe and 16"Ø vent hole
Face of concrete 8" Pl.
Cl. 13 16"Ø Holes in plate for
8"Ø expansion anchors w/4" min embedment
A 2" = 1'-0"
2" 11
2"11 2"
21 2" 11 2"
11 2"
7"
4" Nipple to suit with reamed inside edges FDLA Type fitting, U.N.O.
Drill for 34"-coupling with chase nipple.
Weld all around
For in and out installation
Coupling, or elbow hub, as required
Top of concrete
1 NO SCALE
5" 5"
Light post, 2" Std. pipe
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MISCELLANEOUS
METALWORK - BANGO
CHECK STRUCTURE
GUARDRAIL
SECTIONS AND DETAILS
DENVER, CO
29-D-60196
2021-08-24
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
T.Ryan, PE
Robert Rodriguez
Kendra Schiell
Ryan, Tyler J P.E.
Structural Engineer
Kresin, David G P.E.
Plant Structures Group Manager
Scale: 3/4" = 1'-0"
1' 2' 3'0
NOTES
1. For location of pipe guardrails, see (60194).
2. * Contractor to field verify.
MISCELLANEOUS METALWORK GENERAL NOTES
These general notes pertain to miscellaneous metalwork drawings.
Galvanize all ferrous metalwork after fabrication U.N.O.
Provide vent holes as required in bottom of pipe.
All material is steel U.N.O.
Dimensions shown are typical for similar details.
Contractor field verifies locations and dimensions of new or existing structures prior to fabrication of miscellaneous metalwork.
Grind all guardrail and ladder welds smooth.
Structural Steel ASTM Specifications shall be as noted:
All plates or bars - - - - - - - - - - - - - - - - - - - - A36
Arc-Welding Electrodes: Filler metal and required shielding gases or fluxes shall be per AWS D1.1 with filler metal for steel having a minimum tensile strength of 70,000 psi.
All post-installed anchors to include heavy hex nut and hardened washer. See Specifications for details.
AISC - denotes American Institute of Steel Construction.
ASTM - denotes American Society for Testing and Materials.
AWS - denotes American Welding Society.
Cl. - denotes centerline.
Std. - denotes standard.
PL/Pl. - denotes plate.
SIM - denotes similar.
Typ. - denotes typical.
U.N.O. - denotes unless noted otherwise.
Splice guardrail as required with splice locks.
Contractor determines guardrail lengths based on dimensions of structures.
Details, welds, and other connections shown are typical for all similar conditions.
Scale: 2" = 1'-0"
0.5' 1'0
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Cl. Canal
Scale: 1/8" = 1'
FLOW
Nylon covered wire rope, see Note 1
2:
2:
° Float (Typ.)
Safety cable float connection
Safety cable float connection
Safety ladder, see (60195)
8'-0"
Cl. Safety ladder, see (60195)
15°
A Scale: 1/8" = 1'
Cl. Canal
Canal invert
2:1 2:1
Normal water surface
Nylon covered wire rope, see Note 1
Float (Typ.)
Safety ladder, see (60195)
Safety ladder, see (60195)
4' -0
1 Scale: 1" = 1'
18"Ø Min.
4"
2"
1' -0
3"
8" Galvanized Screw pin chain shackle (tackweld after installation to deter removal)
16" Wire rope thimble
Three Galvanized U-bolt clips
Concrete canal lining
8" Galvanized Forged eye bolt with nut
Concrete encasement
6"
See Note 3
16"Ø Hole thru center of post
Cl. 4" Std. Pipe w/cap, see Note 2
Nylon covered wire rope, see Note 1
Float
Lock located on only one side of channel. See Note 5
Compacted backfill
2"
4'-6" Max. (Typ.)
Cl. Float Cl. Float
2 Scale: 1" = 1'
Nylon covered wire rope, see Note 1
13"Ø x 18" Float (Typ.)
(55Lb Min. Buoyancy)
Galvanized U-bolt clips (Typ.)
6'-0" Max. (For proper sag as required)
16" Wire rope thimble
End of cable, protected from unraveling
Three Galvanized U-bolt clips
Concrete encasement 4" Std. Pipe
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MISCELLANEOUS
METALWORK - TYPICAL
SAFETY CABLE
INSTALLATION
PLAN, SECTION, AND
DETAILS
DENVER, CO
29-D-60197
2021-08-24
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
T.Ryan, PE
Robert Rodriguez
Kendra Schiell
Ryan, Tyler J P.E.
Structural Engineer
Kresin, David G P.E.
Plant Structures Group Manager
Scale: 1" = 1'
1' 2'0
1. 15 32" Nylon covered wire rope. Tensile strength = 14,400 lbs. Min.
2. 4"Ø Galvanized Std. weight steel pipe with cap.
Fill with concrete. Paint exposed area of pipe traffic yellow.
3. Strip length of nylon cover as required for connection.
Protect end of cable.
4. See 29-D-60198 for installation locations
5. One side of channel tack weld nut to eye bolt to deter removal.
Opposite side of channel drill 38" hole in eye bolt to accept a 5
16" lock shackle. Install a Brass Masterlock 875DLF lock w/ 5
16" shackle or approved equal to allow removal for maintenance activities.
NOTES
Scale: 1/8" = 1'
4' 8' 16'0
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MISCELLANEOUS
METALWORK -
INSTALLATION LIST
SAFETY LADDERS AND
SAFETY CABLE
LOCATIONS
DENVER, CO
29-D-60198
2021-08-24
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
T.Ryan, PE
Robert Rodriguez
Kendra Schiell
Ryan, Tyler J P.E.
Structural Engineer
Kresin, David G P.E.
Plant Structures Group Manager
1. Right and Left Bank orientation is set by looking downstream.
NOTES
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T O
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F
O R M
O D
IF
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C O
PE
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LU
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R el ea se d
3'-0"
Pipe guardrail
W 10x33 x 31'-81 2"
Grating, see Note 7
End of walkway and back of channel
MK. 60030-A
3'-91 2" 3'-91
2" 3'-91 2" 3'-91
2" 3'-91 2"
3'-91 2" 3'-91
2" 3'-91 2" 3'-91
2" 3'-11"
Pipe guardrail
MK. 60030-A
Pipe guardrail
MK. 60030-A
Pipe guardrail
MK. 60030-A
Pipe guardrail
MK. 60030-A
Pipe guardrail
MK. 60030-C
RIGHT ACCESS WALKWAY
ONE REQ'D., MK. 60011-A
1'-21 2"6'-0"6'-0"6'-0"6'-6"
b. to b. of channels
E E
A
A
C 7x9.8
C 7x9.8
B
B
F F
TOP OF WALKWAY GRATING, EL. 'C'
3'-0"2'-4"
2'-4" 3'-0" 3'-0"
℄ W 10x33
2"
4'-35 8"
B
For location, see (60028)
3'-91 2"
℄ Chain link fence gate with overhangs, see (60031)
Concrete walkway support below
31'-9"
3'-6"
C 7x9.8
1' -8
1'
-8
℄ W 10x33
Hoist deck
℄ Walkway
2'-6"
Gate
6' -3
S
PA
N
3'-91 2" 3'-91
2" 3'-91 2" 3'-91
2" 3'-91 2" 3'-91
2"
3'-91 2" 3'-91
2" 3'-91 2" 3'-91
2" 3'-91 2" 3'-91
2"
Pipe guardrail
MK. 60030-A
Pipe guardrail
MK. 60030-A
Pipe guardrail
MK. 60030-A
Pipe guardrail
MK. 60030-A
Pipe guardrail
MK. 60030-A
Pipe guardrail
MK. 60030-A
Grating, see Note 7
LEFT ACCESS WALKWAY
ONE REQ'D., MK. 60011-B
6'-0"
b. to b. of channels
6'-0" 6'-0" 6'-6"1'-21 2"
A
A
B
B
F F
E E
TOP OF WALKWAY GRATING, EL. 'C'
3'-0" 3'-0"
2" 3'-0" 3'-0"
B
C 7x9.8
For location, see (60028)
2'-4"
2'-4"
Grating, see Note 7
Hoist deck
W 10x33 x 31'-81 2"
End of walkway and back of channel
Walkway support C 7x9.8
℄ Chain link fence gate with overhangs, see (60031)
2'-6" 3'-6"
6' -3
℄ Walkway
31'-9"
C 7x9.8 S
PA
N
7"
33 4"
W 10x33
1'-51 2" 1'-51
2"
Top of grating
2" 21
2"
3'-4"
C 7x9.8
W 10x33
G
C
CSECTION A-A
2" 1'-2" 1'-2" 51
2"
Gage
℄ 11 16"Ø Holes for stair connection, see Detail 2 (60031)
Face of walkway support
4'-0"
B
See Note 3
6'-3"
2'-3" 2'-3"
3 4"
N on sh ri nk gr ou t
2" Pl.
See Note 2
Cut away top flange as req'd both ends
W 10x33 Top of grating and hoist deck
3'-4"
W 10x33 D
D
SECTION B-B
1'-2"6" 1'-2" 6"
L 4x4x3 8"x0'-3"
L 6x4x1 2"x4'-0"
31 2"
2" Gage 51
2" Gage
See Note 5
See Note 4
11 2" 11 2"
2"
W 10x33
C 7x9.8
Top of grating
SECTION E-E
SECTION F-F
(AS SHOWN)
(OPP. HAND)
13 8"
21 2"
SECTION D-D
See Note 4
CJ
2"
2"
W 10x33
L 6x4x1 2"x4'-0"
See Note 6
See Note 4
Bearing bar
W 10x33
C 7x9.8
Top of grating
℄ 11 16"Ø Holes for stair connection
SECTION C-C
Pl. 12x8x4'-2"
Walkway support. For location, see (60024)
℄ Bearing plate and walkway support
16 Bearing bar
1'-6"
33 4"
4"
5"
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
TR
YA
N
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
LI
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IN
G
MISCELLANEOUS
METALWORK
ACCESS WALKWAYS
PLANS AND SECTIONS
DENVER, CO
29-D-60011
2017-03-23
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
Bernard Lajimodiere
Bernard Lajimodiere
Lisa Orgren
Huerta, Olaff G P.E.
STRUCTURAL ENGINEER
Bernstein, Alfred I
Plant Structures Group
R
EV
N O
-0 2-
D
U
PD
A
TE
D T
IT
LE
B
LO
C K T
O C
U R R
EN
T S
TA
N D
A R D
A N
D U
PD
A
TE
D S
U B F
EA
TU
R E
TO
C
H
EC
K S
TR
U C
TU
R
ES
A N
D C
A N
A L
LI
N
IN
G
NOTES
1. For General Miscellaneous Metalwork Notes, see (60028).
2. ℄ 13
16"Ø Holes in plate for 58"Ø adhesive anchors with 6" minimum embedment. Provide leveling nuts and 34"± nonshrink grout under plates as required to insure plates are level.
3. ℄ 1"Ø Holes in flange of W10 for 58"Ø full threaded stud bolts with hex. nuts and std. washers.
4. ℄ 13
16"Ø Holes in angle for 58"Ø adhesive anchors with 6" minimum embedment.
5. ℄ 11
16" x 78" slotted holes in flange of W10 and 11 16"Ø holes in angle for 58"Ø hex. hd. bolts with hex. nuts and std.
washers.
6. ℄ 11
16" x 78" slotted holes in web of W10 and 11 16"Ø holes in angle for 58"Ø hex. hd. bolts with hex. nuts and std.
washers.
7. Grating: Use serrated grating with bearing bars 11
4"x 8"
@ 1 3 16" on centers. Cross bars @ 4" on centers.
Banding bars same size as bearing bars. Provide grating in panel widths not to exceed 4'-0". Allow 12" max. gap between panels. Fasten each grating panel with 4 standard saddle clips and 14"Ø threaded stud bolts with hex. nuts and standard washers.
R el ea se d
3'-91 2" 3'-91
2"
3'-91 2"
Pipe guardrail
MK. 60030-F
Pipe guardrail
MK. 60030-G
10'-23 4"
4'-7"
b. to b. of channels
4'-7"6"
3'-91 2" 3'-91
2"
Pipe guardrail
MK. 60030-F
3'-91 2" 3'-91
2"
Pipe guardrail
MK. 60030-F
10'-23 4"
4'-7"
b. to b. of channels
4'-7"6"
3'-91 2" 3'-91
2"
Pipe guardrail
MK. 60030-F
4'-33 4"
Pipe guardrail
MK. 60030-H
10'-23 4"
6" 4'-9"
b. to b. of channels
4'-91 2"
WALKWAY ALONG PIER
ONE REQ'D., MK. 60012-A
TOP OF WALKWAY GRATING, EL. 'C'
WALKWAY ALONG PIER
ONE REQ'D., MK. 60012-B
TOP OF WALKWAY GRATING, EL. 'C'
WALKWAY ALONG PIER
ONE REQ'D., MK. 60012-C
TOP OF WALKWAY GRATING, EL. 'C'
5'-51 4"
1'-73 4"
1'-51 2"
1'-51 2"
1'-31 4"
1'-31 4"
2' -7
1 2" b to b of c ha nn el s
2' -7
1 2" b to b of c ha nn el s
2' -7
1 2" b to b of c ha nn el s
3' -0
G ra tin g
3' -0
G ra tin g
3' -0
G ra tin g
G G
H H
G G
H H
G G
H H
Back of channel
C 8x11.5 (Typ.)
Back of channel
Back of channel
C 8x11.5 (Typ.)
2' -0
3 4" 43 4"
Pipe guardrail
MK. 60030-J
N
N
Top of grating
SECTION G-G
SECTION H-H
(AS SHOWN)
(OPP. HAND)
C 8x11.5
C 8x11.5
Bearing bar
Walkway
MK. 60012-A
Walkway
MK. 60012-B
Walkway
MK. 60012-C
PARTIAL PLAN A
TOP OF WALKWAY GRATING, EL. 'C'
B
9'-41 4" 9'-3" 10'-31
4" 9'-3"
℄ Walkway support
4'-61 2"
A
A
8'-0"
For reference, see (60028)
Grating, see Note 2
Concrete hoist deck
Right Access walkway not shown
1'-0" 1'-0"
℄ Walkway support
℄ Walkway support
℄ Walkway support
E
N
2'-71 2"
3'-2"
2'-71 4"
W 6x15
HSS 4x4x 1
HSS 4x4x1
Top of pier
Top of gratingC 8x11.5
Pipe guardrail not shown
B,C
B,C
Pipe guardrail not shown
℄ W 6x15 and HSS 4x4x1
See Detail 1 (Typ.)
2' -9
3"
9"
SECTION A-A SECTION B-B
L 4x4x3 8"x0'-6"
Top of pier
Pipe guardrail not shown
Face of concrete pier
℄ W 6x15 and HSS 4x4x1
2' -9
3"
9"
SECTION C-C
6"
Top of pier
See Detail 2
See Detail 3
1'-0"
C 8C 8
Face of concrete pier
WALKWAY SUPPORT, 4 REQ'D
2"
4"
Top of grating
Bearing bar
1 2"
DETAIL 1
2"
2" 2"
See Note 3
SECTION E-E
SECTION D-D
HSS 4x4x1
L 4x4x1
L 4x4x1
G
G
HSS 4x4x1
D
D
E E
21 2"
2"
2" Gap
4" 11
4"
DETAIL 2
See Note 4
See Note 4
C 8 C 8
W 6x15
L 4x4x3 8x0'-6"
Grating not shown
C 8
W 6x15
4"
L 4x4x3
SECTION F-F
F
F
(AS SHOWN)
DETAIL 3(SIMILAR)
4"
HSS
THREE SIDES
G
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
TR
YA
N
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
LI
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G
MISCELLANEOUS
METALWORK
WALKWAYS ALONG PIER
PLANS, SECTIONS AND
DETAILS
DENVER, CO
29-D-60012
2017-03-23
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
Bernard Lajimodiere
Bernard Lajimodiere
Lisa Orgren
Huerta, Olaff G P.E.
STRUCTURAL ENGINEER
Bernstein, Alfred I
Plant Structures Group
R
EV
N O
-0 2-
D
U
PD
A
TE
D T
IT
LE
B
LO
C K T
O C
U R R
EN
T S
TA
N D
A R D
A N
D U
PD
A
TE
D S
U B F
EA
TU
R E
TO
C
H
EC
K S
TR
U C
TU
R
ES
A N
D C
A N
A L
LI
N
IN
G
NOTES
1. For Miscellaneous Metalwork General Notes, see (60028).
2. Grating: Use serrated grating with bearing bars 11
4"x 8"
@ 13 16" on centers. Cross bars @ 4" on centers. Banding bars same size as bearing bars. Provide grating in panel widths not to exceed 4'-0". Allow 12" max. gap between panels. Fasten each grating panel with 4 standard saddle clips and 14"Ø threaded stud bolts with hex. nuts and standard washers.
3. ℄ 13
16"Ø Holes in angle for 58"Ø adhesive anchors with 6" minimum embedment.
4. ℄ 11
16" x 78" slotted holes in angle and 11 16"Ø holes in channel or W section for 58"Ø hex. hd. bolts with hex. nuts and std. washers.
R el ea se d
E E
3 6
℄ Bearing plate and concrete pier
℄ Bearing plate and concrete pier
℄ Bearing plate and concrete pier
℄ Bearing plate
9"
Grating, see Note 2
Bearing plate
3' -7
1 2" b to b of c ha nn el s
3' -8
3 4"
Downstream walkwayDownstream walkway
10'-6"
MK. 60013-B
2"
MK. 60013-A
℄ Concrete pier
PARTIAL PLAN B
5' -6
1 2"
TOP OF WALKWAY GRATING, EL. 'C'
For reference, see (60028)
Downstream walkway
10'-6"
MK. 60013-C
10'-6"
33'-0"
N
4'-0" 4'-0"
10'-63 4"
4'-0" 4'-0"
4'-83 4" b. to b.
of channels 5'-13
4"6"
4'-0" 4'-0"
10'-51 2"
4'-0" 4'-0"
4'-83 4" b. to b.
of channels 6" 4'-83
4" 6"
1'-13 8" 4'-5" 4'-5"
11'-21 4"
1'-13 8" 4'-5" 4'-5"
6" 5'-1" b. to b.
of channels
5'-1" 61 4"
DOWNSTREAM WALKWAY
ONE REQ'D., MK. 60013-A
TOP OF WALKWAY GRATING, EL. 'C'
ONE REQ'D., MK. 60013-B
TOP OF WALKWAY GRATING, EL. 'C'
ONE REQ'D., MK. 60013-C
TOP OF WALKWAY GRATING, EL. 'C'
Pipe guardrail
MK. 60030-K
Pipe guardrail
MK. 60030-K
Pipe guardrail
MK. 60030-L
Pipe guardrail
MK. 60030-L
Pipe guardrail
MK. 60030-L
Pipe guardrail
MK. 60030-L
4' -0
G ra tin g
3' -7
1 2" b to b of c ha nn el s
3' -7
1 2" b to b of c ha nn el s
3' -7
1 2" b to b of c ha nn el s
4' -0
G ra tin g
4' -0
G ra tin g
G G
H
C 8x11.5 C 8x11.5
(60012)
(60012)
DOWNSTREAM WALKWAY
1'-23 4"
Pipe guardrail
1'-23 4"
MK. 60030-M
DOWNSTREAM WALKWAY
H
N
21 2"
2"
2" Gap
4" 11
4"
DETAIL 1
(TYP. SPLICE)
See Note 4
See Note 3
L 4x4x3 8x0'-6"
Grating not shown
C 8
4"
L 4x4x3
SECTION E-E
Pl. 12x8x4'-2"
E
E
C 8 C 8
4"
C 8x11.5
Top of grating
3'-71 2" b. to b. of channels
C 8x11.5B,C,D
B,C,D SECTION A-A
1'-2" 1'-2"
C 8x11.5
L 4x4x3 8x0'-6"
2" Pl.
See Note 5
3 4"
N on sh ri nk gr ou t
Top of concrete pier
2"
SECTION B-B SECTION C-C SECTION D-D
See Detail 1
C 8x11.5 C 8x11.5
Pl. 12x8x4'-2"
L 4x4x3 8x0'-4"
C 8x11.5 C 8x11.5
L 4x4x3 8x0'-4"
See Note 3See Note 3 6 1'-01
2"
℄ Plate, angle, hole3
TYP.
TYP.
Bearing bars
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
TR
YA
N
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
LI
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MISCELLANEOUS
METALWORK
PARTIAL PLAN,
SECTIONS AND DETAILS
DENVER, CO
29-D-60013
2017-03-23
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
Bernard Lajimodiere
Bernard Lajimodiere
Lisa Orgren
Huerta, Olaff G P.E.
STRUCTURAL ENGINEER
Bernstein, Alfred I
Plant Structures Group
R
EV
N O
-0 2-
D
U
PD
A
TE
D T
IT
LE
B
LO
C K T
O C
U R R
EN
T S
TA
N D
A R D
A N
D U
PD
A
TE
D S
U B F
EA
TU
R E
TO
C
H
EC
K S
TR
U C
TU
R
ES
A N
D C
A N
A L
LI
N
IN
G
NOTES
1. For Miscellaneous Metalwork General Notes, see (60028).
2. Grating: Use serrated grating with bearing bars 11
4"x 8"
@ 13 16" on centers. Cross bars @ 4" on centers. Banding bars same size as bearing bars. Provide grating in panel widths not to exceed 4'-0". Allow 12" max. gap between panels. Fasten each grating panel with 4 standard saddle clips and 14"Ø threaded stud bolts with hex. nuts and standard washers.
3. ℄ 11
16" x 78" slotted holes in angle and 11 16"Ø holes in channel for 58"Ø hex. hd. bolts with hex. nuts and std. washers.
4. ℄ 1"Ø Holes in angle for 58"Ø full threaded stud bolts with hex. nuts and std. washers.
5. ℄ 13
16"Ø Holes in plate for 58"Ø adhesive anchors with 6" minimum embedment. Provide leveling nuts and 34"± nonshrink grout under plates as required to insure plates are level.
R el ea se d
Right Access Walkway
Downstream Walkway
MK. 60013-A
FLO
W
Top mounted pipe guardrailB B
A A
C
C
D D
E E
F
F
Pipe guardrail
Concrete hoist, deck, EL. 'C'
Side mounted pipe guardrail
Pipe guardrail
Pipe guardrail
Pipe guardrail
PLAN - EL. 'C' - STAIRS AND WALKWAYS
ONE ASSEMBLY REQ'D PER CHECK STRUCTURE
MK. 60011-A
Left Access Walkway
MK.60011-B
Stair
MK. 60031-A
Stair
MK. 60031-A
DN DN
Walkway Along Pier
MK. 60012-A
Walkway Along Pier
MK. 60012-B
Pipe guardrail Pipe guardrail
BB
8' -0
1 2 3 6 7 8
E E
(60029) (60029)
(60029)
(60029) Downstream Walkway
MK. 60013-B
Downstream Walkway
MK. 60013-C
(60029)
6'-3" 25'-6" 25'-6" 6'-3"
See Partial Plan A (60012)
See Partial Plan B (60013)
A
C
D
0"
55 8"
2" 9'
-0 3 8"
Concrete landing pad at El. 'F' not shown
6'-0" 10'-6" 10'-6" 6'-0"
4 CL 5
6' -3
(60029)
Concrete landing pad at El. 'F' not shown
Top of concrete pier
Walkway Along Pier
MK. 60012-C
℄ Walkway
5' -6
1 2"
6' -3
2' -7
3 8"
Chain link fence gate with overhangs
℄ Walkway and stair
℄ Walkway and stair
2' -7
3 8"
For El. 'C' , see (60017)
6"
Ty p.
Chain link fence gate with overhangs
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
TR
YA
N
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
LI
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IN
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MISCELLANEOUS
METALWORK
STAIRS AND WALKWAYS
PLAN
DENVER, CO
29-D-60028
2017-03-23
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
Bernard Lajimodiere
Bernard Lajimodiere
Lisa Orgren
Huerta, Olaff G P.E.
STRUCTURAL ENGINEER
Bernstein, Alfred I
Plant Structures Group
R
EV
N O
-0 2-
D
U
PD
A
TE
D T
IT
LE
B
LO
C K T
O C
U R R
EN
T S
TA
N D
A R D
A N
D U
PD
A
TE
D S
U B F
EA
TU
R E
TO
C
H
EC
K S
TR
U C
TU
R
ES
A N
D C
A N
A L
LI
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IN
GMISCELLANEOUS METALWORK
GENERAL NOTES
All material is steel unless noted otherwise.
Details, welds, and other connections shown are typical for all similar conditions.
Dimensions shown are typical for similar details.
Galvanize all ferrous metalwork after fabrication unless noted otherwise. Provide vent holes in pipe or HSS sections as required for galvanizing.
Grind all handrail and guardrail welds smooth.
Contractor field verifies locations and dimensions of new or existing structures prior to fabrication of miscellaneous metalwork. Grout underneath or behind plates as required to ensure that landings and supports are level and installed at elevations shown on drawings.
REFERENCE DRAWING
CHECK STRUCTURES
GENERAL ARRANGEMENT
PLAN-OPERATING DECK-EL. 'C' _ _ _ _ _ _ _ _ _ _ 29-D-60015
R el ea se d
SECTION C-C
MK. 60030-F MK. 60030-F MK. 60030-F
(60028)
B
El. 'C'
9'-3"9'-41 4"
℄ Walkway support bracket
10'-31 4" 9'-3"
C 8x11.5
SECTION D-D
MK. 60030-K MK. 60030-L MK. 60030-L
MK. 60030-J
(60028)
El. 'C'
MK. 60030-M
C 8x11.5
SECTION E-E
MK. 60030-L MK. 60030-L MK. 60030-K
(60028)
El. 'C'
Bracket support for walkway along pier
C 8x11.5
SECTION A-A
MK. 60030-A MK. 60030-CMK. 60030-A MK. 60030-D MK. 60030-E MK. 60030-E MK. 60030-A MK. 60030-A MK. 60030-A
W 10x33Concrete hoist deck
Concrete pier
Concrete pad
Concrete pier
Concrete pad
Stair, MK.60031-A Stair, MK.60031-A
(60028)
El. 'F' Bracket support for walkway along pier not shown
Chain link fence gate with overhangs, see (60031)
El. 'C'
1'-6" 1'-6"
1'-6" 1'-6"
Chain link fence gate with overhangs, see (60031)
El. 'F' Top of grating Top of gratingW 10x33
W 10x33W 10x33
MK. 60030-A MK. 60030-A MK. 60030-A MK. 60030-B MK. 60030-B MK. 60030-B MK. 60030-A MK. 60030-A MK. 60030-A
SECTION B-B
Concrete hoist deck
Concrete pier Concrete pier
(60028)
El. 'F'
Chain link fence gate with overhangs, see (60031)
1'-6" 1'-6"
1'-6" 1'-6"
Chain link fence gate with overhangs, see (60031)
El. 'F' Top of gratingTop of grating
Concrete pad Concrete pad
El. 'C'
Stair Stair
SECTION F-F
MK. 60030-H MK. 60030-F MK. 60030-G
(60028)
El. 'C'
B
El. 'C'
C 8x11.5
MK. 60030-B
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
TR
YA
N
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
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A N
D C
A N
A L
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IN
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MISCELLANEOUS
METALWORK
PIPE GUARDRAILS
SECTIONS
DENVER, CO
29-D-60029
2017-03-23
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
Bernard Lajimodiere
Bernard Lajimodiere
Lisa Orgren
Huerta, Olaff G P.E.
STRUCTURAL ENGINEER
Bernstein, Alfred I
Plant Structures Group
R
EV
N O
-0 2-
D
U
PD
A
TE
D T
IT
LE
B
LO
C K T
O C
U R R
EN
T S
TA
N D
A R D
A N
D U
PD
A
TE
D S
U B F
EA
TU
R E
TO
C
H
EC
K S
TR
U C
TU
R
ES
A N
D C
A N
A L
LI
N
IN
G
R el ea se d
B DC
A
C B
A
C B D
A
B BC D
A
B BC D
1' -2
1'
-2
For mounting detail, see Table
A
B BC D
Type I Type II
Type III Type IV
Type V Type VI
A
DB
Type VII
G
90 ° L.R. Std. butt welding elbow (Typ.)
TYP.
G
TYP.
4' -0
3 4"
4' -0
3 4"
3' -5
4' -2
4' -1
4' -1
4' -1
4' -1
M
K
0- A
M K
0- F, K ,L
2" Std. pipe (Typ.)
4' -1
M
K
0- M
M K
0- C
1' -2
1'
-2
(T yp
For mounting detail, see Table For mounting detail, see Tab
For mounting detail, see Table
For mounting detail, see Table
For mounting detail, see Table
SECTION A-A
8"
11 2"
51 2"
Edge of concrete
11 2" 21 2"
℄ 11 2" Std. pipe and 13 16" Ø vent hole
℄ Guardrail
8" Pl.
℄ 13 16" Ø Holes in plate for
58" Ø expansion anchor with 4" min. embedment
2"21
2"21 2"11
2"
6"
41 2"
SECTION D-D
8"
2"
3"
D
Top of concrete
D
8" 8" Pl.
DETAIL 3
Bar 38x 4x0'-4"
℄11 2" Std. pipe
℄ 13 16" Ø Hole in plate for
58" Ø adhesive anchor
℄ 13 16" Ø Holes in plate for
58" Ø adhesive anchor with 4" min. embedment
℄ 11 2" Std. pipe
2"5"
5"
1 2"
3"
11 2" 11 2"
2"
TYPICAL GUARDRAIL POST-TO-WALKWAY CONNECTION
(Gage)
WT 3x7.5x0'-51 2"
C 8x11.5
℄ 11 2" Std. pipe
Top of grating
2"
DETAIL 1
See Note 2
4"
4"
℄ 11 2" Std. pipe
Top of grating
W 10x33
C
C
DETAIL 2
SECTION C-C
W 10X33
21 4" 3"
11 4"
See Note 3
WT 5x11
2" Std. pipe
2" Std. pipe
C 8x11.5
Top of grating
WT 3x7.5
B
B
SECTION B-B
21 4" 3"
11 4"
4" 11
4"
4"
WT 5x11x0'-51 2"
See Note 2
(CHANNEL BEAM)
TYPICAL GUARDRAIL POST-TO-WALKWAY CONNECTION
(W 10 BEAM)
21 2" 3"
11 4"
63 4"
Bearing barBearing bar
61 2"
Bearing bar
Top of grating
Bearing bar
Banding bar
16 EVERY THIRD
BEARING BAR (TYP.)
Banding bar
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
TR
YA
N
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
LI
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IN
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MISCELLANEOUS
METALWORK
PIPE GUARDRAILS
SECTIONS AND DETAILS
DENVER, CO
29-D-60030
2017-03-23
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
Bernard Lajimodiere
Bernard Lajimodiere
Lisa Orgren
Huerta, Olaff G P.E.
STRUCTURAL ENGINEER
Bernstein, Alfred I
Plant Structures Group
R
EV
N O
-0 2-
D
U
PD
A
TE
D T
IT
LE
B
LO
C K T
O C
U R R
EN
T S
TA
N D
A R D
A N
D U
PD
A
TE
D S
U B F
EA
TU
R E
TO
C
H
EC
K S
TR
U C
TU
R
ES
A N
D C
A N
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TABLE - PIPE GUARDRAILS
MARK NO. TYPE NUMBER REQ'D A B C D MOUNTING DETAIL
MK. 60030-A I 11 10'-1" 3'-91
2" 1'-3" 1'-3" Detail 2
MK. 60030-B II 3 10'-0" 3'-9" 1'-3" 1'-3" Section A-A
MK. 60030-C III 1 6'-5" 3'-11" 1'-3" 1'-3" Detail 2
MK. 60030-D IV 1 10'-4" 3'-11" 1'-3" 1'-3" Detail 3
MK. 60030-E IV 2 10'-0" 3'-9" 1'-3" 1'-3" Detail 3
MK. 60030-F I 4 9'-7" 3'-91
2" 1'-0" 1'-0" Detail 1
MK. 60030-G V 1 6'-83
4" 3'-91
2" 1'-0" 1'-111 2" Detail 1
MK.60030-H VI 1 5'-33
4" 4'-33
4" ----- 1'-0" Detail 1
MK. 60030-J VII 1 2'-93
4" 2'-03
4" 0'-9" ----- Detail 1
MK. 60030-K I 2 10'-10" 4'-5" 1'-0" 1'-0" Detail 1
MK. 60030-L I 4 10'-0" 4'-0" 1'-0" 1'-0" Detail 1
MK. 60030-M III 1 4'-33
4" 2'-33
4" 1'-0" 1'-0" Detail 1
NOTES
1. For Miscellaneous Metalwork General Notes, see (60028).
2.℄ 11
16"Ø Holes in channel and WT section for 58"Ø hex. hd.
bolts with hex. nuts and std. washers.
3. ℄ 11
16"Ø Holes in W10 and WT section for 58"Ø hex. hd.
bolts with hex. nuts and std. washers.
4. For pipe guardrail arrangements, see (60029).
R el ea se d
3' -5
Tr ea ds
1"
7"
4'-0" b. to b. of channels
2'-0"
℄ Stairs
B
B
A
A
See Detail 2
See Detail 1
1 2"
9"
R is er s
2' -1
0"
G
TYP.
2" Std. pipe
Cut from 180° L. R. Std.
butt welding elbow
7"
(AS SHOWN)
(OPP. HAND)
6'-7"
4'-7"1'-0" 1'-0"
D N
SECTION A-A
SECTION B-B
TWO REQ'D, MK. 60031-A
PLAN - STAIR
Access walkway support
For location, see (60028)
End of access walkway
Walkway not shown
5"
C
2x
.7
C
2x
.7
2"11
2"
℄ Pipe handrail
℄ Pipe handrail
C 12 x2
0.7
El. 'F'
El. 'C'
W 10x33
Access walkway
Bent PL 14x3
C 12
DETAIL 1
6"
2"
N on sh ri nk g ro ut
2"
L 3x3x3 8x0'-4"
2"
1"11" 71 2"
Top of concrete
5"
5"
Top of grating
DETAIL 2
4"
C
C
1"
C 12
4'-0" b. to b. of channels
1'-51 2"1'-51
2" 61 2"61
2"
21 2"
PL 14x5x4'-6"
Bent PL 14x3
SECTION C-C
Treads and channel not shown
C 12
Tread, see Note 3
℄ 13 16"� Ø Holes in plate and 11
16"Ø holes in channel for 58"� Ø hex. head bolts with hex. nuts and std. washers.
PL 14x5x4'-6"
BOTH FLANGES
℄ 13 16"� Ø Hole in angle for
58"� Ø expansion anchors
Pipe guardrail post not shown
Tread, see Note 3
℄ 13 16"� Ø Holes in plate and 11
16"Ø holes in channel for 58"� Ø hex. head bolts with hex. nuts and std. washers.
W 10x33
C 7x9.8
BOTH FLANGES
71 2"
℄ Handrail post
TYP.
2"
Bent PL 14x3
2" Gap
7' -0
M in cl ea ra nc e
CHAIN LINK FENCE GATE
WITH OVERHANGS
4'-11 2"
Top of grating
0"
Fork latch
Weld joint watertight (Typ.)
Weld miter joint (Typ.)
TWO REQ'D
For location, see (60011)
See Detail 3
3'-0"
C 7x9.8 W 10x33
Vertical arm support (Typ.)
3" C lr
(m ax
7"
2"
41 4"
℄21 2" Std. pipe
Top of grating
W 10x33
VIEW D-D
DETAIL 3
W 10X33
21 4" 41 4" See Note 5
2" Std. pipe
21 4"
2"
L 6x31 2x
8x0'-63
4"
L 6x31 2x
D
D
2"11 4"
11 4"
BOTH
See Note 5
ANGLES
Grating
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
TR
YA
N
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
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MISCELLANEOUS
METALWORK AND CHAIN
LINK FENCE
STAIRS AND GATE WITH
OVERHANGS - PLAN,
SECTIONS, AND DETAILS
DENVER, CO
29-D-60031
2017-03-23
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
Bernard Lajimodiere
Bernard Lajimodiere
Lisa Orgren
Huerta, Olaff G P.E.
STRUCTURAL ENGINEER
Bernstein, Alfred I
Plant Structures Group
R
EV
N O
-0 2-
D
U
PD
A
TE
D T
IT
LE
B
LO
C K T
O C
U R R
EN
T S
TA
N D
A R D
A N
D U
PD
A
TE
D S
U B F
EA
TU
R E
TO
C
H
EC
K S
TR
U C
TU
R
ES
A N
D C
A N
A L
LI
N
IN
G
NOTES
1. For Miscellaneous Metalwork General Notes, see (60028).
2. Design live load for stair is 100 pounds per square foot (psf).
3. Safety treads: Provide serrated tread with 11
4"x 3 16" welded bearing bars and 1" checkered plate nosing. Fabricate treads with end plates suitable for welding or bolting to stair stringers.
4. For fence gate and overhang materials, see specifications.
5. ℄ 11
16"Ø Holes in W10 and angles for 58"Ø hex. hd. bolts with hex. nuts and std. washers.
R el ea se d
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
D O
D O
N N
EL
L
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
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C A N
A L
C H
EC
K S
TR
U
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TU
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FERNLEY CHECK
STRUCTURE
PLAN VIEW - SITE
DENVER, CO
29-D-60187
2022-02-17
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
Dennis F. O'Donnell
Dennis F. O'Donnell
Robert D. Cass
Cass, Robert D P.E.
Electrical Engineer
Mendlin, Eric T
Electrical Engineer
SWITCH SCHEDULE
1. Overhead light - equipment room
2. Wall pack above equipment room door
3. Canal lights
4. Deck lights
5. Overhead light - generator room
6. Wall pack above generator room door
EXPLANATION
DEVICE LOCATION DESCRIPTION
MTS EQUIPMENT ROOM MANUAL TRANSFER SWITCH
DA EQUIPMENT ROOM PANELBOARD
PLC EQUIPMENT ROOM PROGRAMMABLE LOGIC CONTROLLER
MM EXTERIOR WALL METER MAIN
NOTES
1. All work performed shall be in accordance with the latest version of NFPA 70, National Electric Code.
2. Determine actual location for conduit and stub-ups in the field. Coordinate with COR.
3. Coordinate final conduit routing with COR.
4. Contractor shall provide PLC cabinet.
5. Exposed conduit shall be rigid metal conduit RMC.
6. See switch schedule.
7. 24" x 42" Counter provided by others.
8. Generator Power Inlet Receptacle shall be furnished and installed by contractor.
9. Control building is approximately 80 feet downstream from the check structure along the canal.
10. All above grade and exposed conduit shall be RMC. All buried and embedded conduit shall be Schedule 80 PVC unless otherwise noted. When using PVC, transition to RMC prior to exiting ground. Refer to NFPA 70 for more details
11. Contractor shall provide and install appropriately sized and correct type of conduit between control system cabinet and the motor/actuators, instrumentation and sensor devices.
Cable and conductor to be provided by irrigation district.
12. Use LFMC for the last 3 feet to the actuator.
WP
REFERENCE DRAWINGS
FERNLEY SINGLE LINE DIAGRAM 29-D-60188
LEGEND
Weatherproof GFCI Receptacle with weatherproof cover
Pole Mounted Light
LED Linear Luminaire
Lighting Wall Pack
Flood Light
CONTROL BUILDING - PLAN VIEW
SITE - PLAN VIEW
NOTE 6
WP
WP
WP
WP
WP WP
WP
EQUIPMENT
ROOM
MTS
DA
LIGHTING
CONTACTOR
CABINET
PLC
CABINET
NOTE 7
GENERATOR
ROOM
NOTE 8
MM
NOTE 9
R el ea se d
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
D O
D O
N N
EL
L
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
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TU
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A N
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FERNLEY ELECTRICAL
INSTALLATION
SINGLE LINE DIAGRAM
DENVER, CO
29-D-60188
2022-02-17
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
Dennis O'Donnell
Dennis O'Donnell
Robert D. Cass
Cass, Robert D P.E.
Electrical Engineer
Mendlin, Eric T
Electrical Engineer
METER
UTILITY
MTS
NV ENERGY
NOTE 4
CABLE AND CONDUIT SCHEDULE
CONDUIT
NUMBER
CONDUIT SIZE
-TYPE CONDUCTORS ORIGIN DESTINATION
1 2" - PVC SCH 40,
NOTE 3 3-1 AWG + 6 AWG-G MM MTS
2 2" - RMC 3-1 AWG + 6 AWG-G ENGINE
GENERATOR MTS
3 2" - RMC 3-1 AWG + 6 AWG-G MTS PANEL DA
4 2" - RMC 2-12 AWG + 12 AWG-G PANEL DA ACTUATOR 1
5 2" - RMC 2-12 AWG + 12 AWG-G PANEL DA ACTUATOR 2
6 2" - RMC 2-12 AWG + 12 AWG-G PANEL DA ACTUATOR 3
8 3/4" - RMC 2-12 AWG + 12 AWG-G PANEL DA
INTERIOR & EXTERIOR
LIGHTING
CONTACTORS
9 3/4" - RMC 2-12 AWG + 12 AWG-G PANEL DA
POLE MOUNTED &
CANAL LIGHTING
CONTACTORS
10 3/4" - RMC 2-12 AWG + 12 AWG-G PANEL DA STRUCTURE
RECEPTACLES
11 3/4" - RMC 2-12 AWG + 12 AWG-G PANEL DA BUILDING
RECEPTACLES
12 3/4" - RMC 2-12 AWG + 12 AWG-G PANEL DA
CONTROL SYSTEM
(FUTURE)
13 3/4" - RMC PANEL DA SENSORS &
INSTRUMENTATION
15 2" - RMC PANEL DA SPARE,
NOTE 8
NOTES
1. Breaker sizes are estimated. Size breaker based on actual conductor size and to comply with NFPA 70.
2. Loads shall be verified in the field.
3. Verify correct PVC schedule before laying conduit.
4. Coordinate with utility to determine equipment requirements and location of equipment prior to construction.
5. Provide ground-neutral bonding jumper cables at this location sized no smaller than 4 AWG to a ground rod and to the ground grid system.
6. DO NOT provide a ground-neutral bond at these locations.
7. Back up power is presently a portable truck-mounted generator provided by others.
8. Spare conduits for future irrigation district use; one conduit to run from control building to all motors/actuators, and another conduit to instrumentation and sensors.
120V/240V 1P, 3W
EXPLANATION
DEVICE LOCATION DESCRIPTION
DA INSIDE CONTROL BLDG. 120/240V PANELBOARD
MM EXTERIOR WALL 250V, 100A, METER MAIN
MTS INSIDE CONTROL BLDG. MANUAL TRANSFER SWITCH
SPD INSIDE PANEL DA SURGE PROTECTION DEVICE
NOTE 5
MM
NOTE 7
REFERENCE DRAWINGS
FERNLEY PLAN VIEW - SITE 29-D-60187
NOTE 6
RADIAL GATE…
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