Amd_No_0007_Drawing_Binder_22x34_092024_0007.pdf
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- Solicitation number
- 140R1024R0015
About this file
This document contains drawings and specifications for the construction of a fish ladder and associated facilities at the Clear Creek Dam in Washington state as part of the Yakima River Basin Water Enhancement Project. The drawings cover civil, structural, mechanical, and electrical design elements for the fish ladder, including site plans, profiles, sections, concrete outlines, reinforcement design, pipe and valve details, and electrical layouts and schematics. Key features include a fish ladder, reservoir structure, pump chamber, and associated access roads and facilities. The set also includes standard drawings for general construction details. This appears to be a technical design package rather than a federal contract solicitation document.
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DESIGNED
CHECKED
DRAWN
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APPROVED
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RYAN KENT, P.E.
RYAN KENT, P.E.
JONATHON MULLIGAN, P.E.
RYAN KENT, P.E.
JASON WAGNER, P.E.
Peer Reviewer - Civil Engineer
DENVER, CO 2024-05-01
DRAWING INDEX
33-D-61649
CIVIL
SHEET
NO.
DRAWING
NO. CONTENT DETAIL REV
11 33-D-61652 SITE PLAN 2
12 33-D-61653 FISH LADDER AND EARTHWORK PLAN AND POINT TABLE
13 33-D-61654 FISH LADDER PROFILE
14 33-D-61655 FISH LADDER EARTHWORK PLAN
15 33-D-61656 FISH LADDER EARTHWORK PLANS
16 33-D-61657 FISH LADDER EARTHWORK SECTIONS
17 33-D-61658 EARTHWORK TYPICAL SECTIONS
18 33-D-61659 UPPER ACCESS ROAD AND SHED ACCESS
WYE
PLAN, PROFILES AND SECTION
19 33-D-61660 UPPER ACCESS ROAD PLAN, SECTIONS AND DETAILS
20 33-D-61661 SITE RESTORATION PLAN 1
STRUCTURAL
SHEET
NO.
DRAWING
NO. CONTENT DETAIL REV
21 33-D-61662 DESIGN DATA SHEET, FISH LADDER DATA
AND CONCRETE GENERAL NOTES
22 33-D-61663 FISH LADDER 3D ISOMETRIC AND WEIR
ELEVATIONS
23 33-D-61664 RESERVOIR STRUCTURE GENERAL
ARRANGEMENT
PLAN AND SECTIONS 1
24 33-D-61665 RESERVOIR STRUCTURE GENERAL
ARRANGEMENT
SECTIONS 1
25 33-D-61666 RESERVOIR STRUCTURE CONCRETE
OUTLINE
PLAN, SECTION AND DETAILS 1
26 33-D-61667 RESERVOIR STRUCTURE CONCRETE
OUTLINE
SECTIONS 1
27 33-D-61668 PUMP CHAMBER CONCRETE OUTLINE SECTION AND DETAILS 1
28 33-D-61669 FISH LADDER CONCRETE OUTLINE PLAN, SECTION AND DETAIL 1
29 33-D-61670 FISH LADDER CONCRETE OUTLINE PLAN, SECTION AND DETAILS
30 33-D-61671 FISH LADDER CONCRETE OUTLINE PLAN AND DETAIL
31 33-D-61672 FISH LADDER CONCRETE OUTLINE SECTIONS
32 33-D-61673 FISH LADDER CONCRETE OUTLINE PLAN AND DETAILS
33 33-D-61674 FISH LADDER CONCRETE OUTLINE SECTIONS
34 33-D-61675 FISH LADDER CONCRETE OUTLINE PLAN AND SECTIONS
35 33-D-61676 RIVER STRUCTURE CONCRETE OUTLINE PLAN AND SECTIONS 1
36 33-D-61677 RESERVOIR STRUCTURE REINFORCEMENT
DESIGN
PLANS AND DETAILS 1
37 33-D-61678 RESERVOIR STRUCTURE REINFORCEMENT
DESIGN
SECTIONS 1
38 33-D-61679 PUMP CHAMBER REINFORCEMENT DESIGN PLAN AND SECTIONS 1
39 33-D-61680 FISH LADDER REINFORCEMENT DESIGN PLAN AND DETAILS
40 33-D-61681 FISH LADDER REINFORCEMENT DESIGN SECTIONS AND DETAIL
41 33-D-61682 FISH LADDER REINFORCEMENT DESIGN PLAN, SECTION AND DETAILS
42 33-D-61683 FISH LADDER REINFORCEMENT DESIGN PLAN, SECTION AND DETAILS
43 33-D-61684 FISH LADDER REINFORCEMENT DESIGN PLAN, SECTION AND DETAIL
44 33-D-61685 FISH LADDER REINFORCEMENT DESIGN PLAN AND DETAIL
45 33-D-61686 RIVER STRUCTURE REINFORCEMENT
DESIGN
PLAN AND SECTION
46 33-D-61687 PIPE SUPPORTS CONCRETE OUTLINE AND
REINFORCEMENT DESIGN
PLAN AND SECTIONS
47 33-D-61688 PIPE SUPPORTS CONCRETE OUTLINE AND
REINFORCEMENT DESIGN
SECTIONS
GENERAL
SHEET
NO.
DRAWING
NO. CONTENT DETAIL REV
1 33-D-61649 DRAWING INDEX 2
2 33-D-61650 GENERAL KEY AND LOCATION MAPS
3 33-D-61651 GENERAL CONTRACTOR USE AREA 1
MECHANICAL
SHEET
NO.
DRAWING
NO. CONTENT DETAIL REV
78 33-D-61719 FISH LADDER EXIT INSTALLATION
79 33-D-61720 BULKHEAD GATE ASSEMBLY - INSTALLATION - LIST OF
PARTS
80 33-D-61721 BULKHEAD GATE DETAILS - SECTIONS
81 33-D-61722 BULKHEAD GATE DETAILS - PART - SECTIONS
82 33-D-61723 BULKHEAD GATE PARTS 1
83 33-D-61724 FALSE WEIR INSTALLATION - PART
84 33-D-61725 FALSE WEIR TURNING VANES
85 33-D-61726 STEEP PASS ASSEMBLY - INSTALLATION
86 33-D-61727 STEEP PASS PART
87 33-D-61728 STEEP PASS PARTS
88 33-D-61729 BAR RACK INSTALLATION - PARTS
89 33-D-61730 BAR RACK PARTS
90 33-D-61731 BAR RACK PARTS
91 33-D-61732 PUMP FISH SCREEN INSTALLATION - PARTS
92 33-D-61733 BULKHEAD GUIDES ASSEMBLY - INSTALLATION - LIST OF
PARTS
93 33-D-61734 BULKHEAD GUIDES DETAILS - PARTS - SECTIONS
94 33-D-61738 LEVEL SENSOR INSTALLATION
95 33-D-61739 FISH LADDER GATES PLAN AND SECTION
SURVEY (EXISTING CONDITIONS)
SHEET
NO.
DRAWING
NO. CONTENT DETAIL REV
4 33-100-60799 TOPOGRAPHY SURVEY - REVISED TO
REFLECT GROUND COORDINATES
5 33-100-60800 TOPOGRAPHY SURVEY - REVISED TO
REFLECT GROUND COORDINATES
6 33-100-60801 TOPOGRAPHY SURVEY - REVISED TO
REFLECT GROUND COORDINATES
7 33-100-60802 TOPOGRAPHY SURVEY - REVISED TO
REFLECT GROUND COORDINATES
8 33-100-60803 TOPOGRAPHY SURVEY - REVISED TO
REFLECT GROUND COORDINATES
9 33-100-60804 TOPOGRAPHY SURVEY - REVISED TO
REFLECT GROUND COORDINATES
10 33-100-60870 ADDITIONAL TOPO DATA DETAIL FOR ALTERNATE ACCESS
ROUTE
ELECTRICAL
SHEET
NO.
DRAWING
NO. CONTENT DETAIL REV
96 33-D-61740 RESERVOIR STRUCTURE ELECTRICAL
LAYOUT
PLAN VIEW 1
97 33-D-61741 CENTER AREA ELECTRICAL LAYOUT PLAN VIEW 1
98 33-D-61742 RIVER STRUCTURE ELECTRICAL LAYOUT PLAN VIEW
99 33-D-61743 480V PANEL SCHEDULE PANEL DP1 1
100 33-D-61744 208/120V PANEL SCHEDULES LOADCENTER LC1 AND LC2 1
101 33-D-61745 SINGLE-LINE DIAGRAM ELECTRICAL INSTALLATION 1
102 33-D-61746 NETWORK DIAGRAM SECURITY AND CONTROL SYSTEM 2
103 33-D-61747 SCHEMATIC DIAGRAM LEFT AND RIGHT 36" OUTLET GATES
104 33-D-61748 SCHEMATIC DIAGRAM 48" OUTLET GATE & 18" FISH
PASSAGE
105 33-D-61749 SCHEMATIC DIAGRAM FISH PASSAGE GATE CONTROL
106 33-D-61750 SCHEMATIC DIAGRAM FISH PASSAGE FALSE WEIR PUMP 1
107 33-D-61751 EXISTING SINGLE LINE DIAGRAM ELECTRICAL INSTALLATION
PIPING AND VALVING
SHEET
NO.
DRAWING
NO. CONTENT DETAIL REV
72 33-D-61714 STEEL PIPE AND VALVES PLAN, SECTION AND DETAILS 1
73 33-D-61715 STEEL PIPE AND VALVES SECTION 1
74 33-D-61716 STEEL PIPE AND VALVES SECTIONS AND DETAILS 1
75 33-D-61717 STEEL PIPE AND VALVES SECTIONS AND DETAILS
76 33-D-61718 STEEL PIPE CATHODIC PROTECTION SECTION AND DETAILS
77 33-D-61737 STEEL PIPE AND VALVES PLAN, SECTION AND DETAILS 1
STANDARD DRAWINGS
SHEET
NO.
DRAWING
NO. CONTENT DETAIL
120 40-D-4334 Electrical Installation Typical Grounding Details 121 40-D-4335 Electrical Installation Typical Grounding Details 122 40-D-4632 Cable Trench - Types "A" and "B" Outline and Reinforcement 123 40-D-4753 Electrical Installation Typical Grounding Details for
Switchyards and Substations 124 40-D-5246 Buildings Method of Building Forms for
Successive Lifts 125 40-D-5370 Electrical Installation Buried Insulated Cable Typical Details 126 40-D-5599 Standard Design Small Equipment Foundations 127 40-D-6006 Standard Design Pump Mounting - Horizontal and
Vertical Units 128 40-D-6032 Induction Motors Design and Namplate Data to be
Furnished by the Contractor 129 40-D-6234 Standard Design Standard Name Plates 130 40-D-6463 PVC Waterstops 6" Type, 9" Type and 12" Type 131 40-D-6594 Pipe Guardrails Side Mounted Pipe
Guardrails with Kick Plate Elevations, Sections, and Details
132 40-D-6601 Miscellaneous Metalwork Ladder - Type 2 133 40-D-6602 Miscellaneous Metalwork Ladder - Type 3 134 40-D-7016 Chain Link Fencing Chain Link Fencing Requirements -
Soil Installation 135 40-D-7017 Chain Link Fencing Chain Link Fencing Requirements -
Concrete Installation 136 40-D-7094 Electrical Installation Conduit Clamp and Conduit Supports 137 40-D-7102 Government Drawing Format Drawing Border, Sample Title Block and Signature Lines 138 40-D-60001 Electrical Equipment Support, Type 1 Sections and Details 139 40-D-60003 Concrete Outline and Reinforcement General Notes for Concrete Outline and Reinforcement 140 40-D-60004 Concrete Outline and Reinforcement Minimum Requirements for Detailing and Reinforcement 141 104-D-254 Electrical Standards 142 104-D-286 Conduits 143 104-D-757 Electrical Installation Designations and Symbols 144 104-D-1150 Electrical Installation Device Designations and Symbols to be Used on Single-Line and Schematic Diagrams
145 104-D-1165 Electrical Installation Main Control Board CSA - Panel 7R 146 104-D-60001 Electrical Installation Break Control
INFORMATION DRAWINGS
SHEET
NO.
DRAWING
NO. CONTENT DETAIL
111 33-D-3955 CLEAR CREEK DAM REHABILIATION OF DAM
112 33-D-3956 CLEAR CREEK DAM REHABILIATION OF DAM
113 33-D-4637 ELECTRICAL INSTALLATION SINGLE LINE
114 33-D-4638 ELECTRICAL INSTALLATION CONDUIT LAYOUT AND GROUNDING
PLAN
115 33-D-4639 ELECTRICAL INSTALLATION CONDUIT LAYOUT AND GROUNDING
PLAN
116 33-D-4642 ELECTRICAL INSTALLATION CONTROL BOARD ENCLOSURES
117 33-D-4643 ELECTRICAL INSTALLATION CONTROL BOARD EQUIPMENT LAYOUT
118 33-D-4644 ELECTRICAL INSTALLATION CONTROL BOARD LEFT & RIGHT 36"
OUTLET GATES - SCHEMATIC
119 33-D-4645 ELECTRICAL INSTALLATION CONTROL BOARD 48" OUTLET GATE &
18" FISH BYPASS - SCHEMATIC
MISCELLANEOUS METALWORK
SHEET
NO.
DRAWING
NO. CONTENT DETAIL REV
48 33-D-61690 MISCELLANEOUS METALWORK GENERAL PLAN 1
49 33-D-61691 MISCELLANEOUS METALWORK PLAN, SECTION, AND DETAIL 1
50 33-D-61692 MISCELLANEOUS METALWORK PLAN, SECTIONS, AND DETAILS
51 33-D-61693 MISCELLANEOUS METALWORK PLANS AND SECTION 1
52 33-D-61694 MISCELLAENOUS METALWORK PLAN, SECTION, AND DETAIL
53 33-D-61695 MISCELLANEOUS METALWORK SECTIONS AND DETAILS
54 33-D-61696 MISCELLANEOUS METALWORK PLAN, SECTIONS, AND DETAILS
55 33-D-61697 MISCELLANEOUS METALWORK PLAN, SECTIONS, AND DETAILS
56 33-D-61698 FISH LADDER CHAIN LINK FENCE COVER GENERAL PLAN AND 3D VIEWS 1
57 33-D-61699 FISH LADDER CHAIN LINK FENCE COVER PLANS, SECTIONS, AND DETAILS
58 33-D-61700 FISH LADDER CHAIN LINK FENCE COVER PLANS AND SECTIONS
59 33-D-61701 FISH LADDER CHAIN LINK FENCE COVER PLANS AND SECTION
60 33-D-61702 FISH LADDER CHAIN LINK FENCE COVER PLAN, SECTIONS, AND DETAIL
61 33-D-61703 FISH LADDER CHAIN LINK FENCE COVER SECTIONS AND DETAILS
62 33-D-61704 FISH LADDER CHAIN LINK FENCE COVER PLAN AND SECTION
63 33-D-61705 FISH LADDER CHAIN LINK FENCE COVER PLAN AND SECTION
64 33-D-61706 FISH LADDER CHAIN LINK FENCE COVER SECTIONS
65 33-D-61707 FISH LADDER CHAIN LINK FENCE COVER SECTIONS
66 33-D-61708 FISH LADDER CHAIN LINK FENCE COVER PLANS AND SECTIONS
67 33-D-61709 FISH LADDER CHAIN LINK FENCE COVER SECTIONS AND DETAILS
68 33-D-61710 FISH LADDER CHAIN LINK FENCE COVER PLANS AND SECTION
69 33-D-61711 FISH LADDER CHAIN LINK FENCE COVER SECTIONS
70 33-D-61712 FISH LADDER CHAIN LINK FENCE COVER PLANS AND SECTION
71 33-D-61713 DEBRIS BOOM MODIFICATIONS PLAN AND DETAIL
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In co rp or at ed c ha ng es t o pu m p ty pe
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* 33-D-61735 and 33-D-61736 are intentionally missing
* 33-D-61689 can be found in the "BUILDING" set
BUILDING
SHEET
NO.
DRAWING
NO. CONTENT DETAIL REV
108 33-D-61689 ENGINE-GENERATOR ELEVATION - LAYOUT - SECTIONS
109 33-D-61752 ENGINE-GENERATOR BUILDIN PLANS, SECTION, DOOR AND
FRAME SCHEDULES AND DETAILS
110 33-D-61753 ENGINE-GENERATOR BUILDING ROOF PLAN, ELEVATIONS, AND
DETAIL
Reservoir Structure
A 61669
61669
Cr.J
Wall Sloped
(6
Weir 7
1/2" EJ
Wall Sloped
Weir 6
Weir 5
(61666)
Weir 4
Weir 3
Weir 2
Weir 1 Turning Pool 1
3'-0" Openings;
see Note 5 (typ.)
FLOW
FLO
W
Cr.J
Cr.J
Weirs @ 12'-0" (T yp.)
13'-9"
7'-0"
20'-11 1/2"
8"
1' -1
6' -0
1' -1
El. 3019.50
El. 3019.50
Ladder water level sensor (61737)
Parapet wall, El. 3023.25
Parapet wall, El. 3023.25
16'-6"
Weirs @ 12'-0" = 48'-0"
9'-4 3/8"
11'-0"
El. 3019.75
El. 3019.00
36'-10 3/8"
8" 1'-7" 3'-0"
3'-2" 3'-0"
3'-0" 4'-0"
El. 3019.00
El. 3019.00
El. 3019.00
1'-6"
6" Typ.
14'-9"
El. 3019.75
1'-2"
El. 3019.50
El. 3019.00
El. 3019.75
El. 3019.50
1 3/8"
El. 3003.50 El. 3003.13
El. 3003.00
El. 3002.50
El. 3002.63
El. 3003.63
131°
13'-10 3/8"
12'-0"
Weir 2
Weir 3
13'-10 3/8"
12'-0"CL.
CL.
El. 3023.25 Grating supports and grating, see 61690
1/2" EJ
1/2" EJOCJ, El. 3016.50
Weir 3
Turning Pool 1
1/2" / 12"
Parapet wall
See Note 6
4'-0"
El. 3019.00
1" / 12"
3'-0"
El. 3019.75
1' -3
El. 3019.75
3'-0" 3'-0" 1'-0"
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RYAN KENT, P.E.
RYAN KENT, P.E.
DANIEL GIBAS, P.E.
RYAN KENT, P.E.,
JASON WAGNER, P.E.,
Peer Reviewer - Civil Engineer
DENVER, CO 2022-03-04
FISH LADDER CONCRETE
OUTLINE
PLAN, SECTION AND
DETAIL
33-D-61669
Scale: 1/4" = 1'-0"
PLAN
61669 Scale: 3/8" = 1'-0"
1 DETAIL EL. 3008.00 - TURNING POOL 1
61669 Scale: 3/8" = 1'-0"
A SECTION
NOTES:
1. For Design Data and Concrete General Notes, see 61662.
2. For Fish Ladder Plan and Profile, see 61653 and 61654.
3. For final grading details, see 61655 and 61660.
4. For typical weir details, see 61670.
5. Fence covering not shown, see 61698. Embedded metalwork not shown, see 61690.
6. Center all embedded electrical between the top and bottom mats of reinforcement.
0 2' 4' 6'
Scale: 3/8" = 1'-0"
2'0 4' 8'
Scale: 1/4" = 1'-0"
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N ot e to in cl ud e al l c o n du it
4'-0" 4'-0" 4'-0" 4'-0" 7" 34'-11"
51'-6"1'-0"
8' -2
1' -1
6'
-0
1' -1
2" 5'
-8
2"
L4 x3 x3 /8
SPAN
Terminate grating at end of angle
2" Grating, see Note 2
Weir (below)
Side mounted guardrail (40-D-6594), see Note 5
D 61693
D 61693
Fish Ladder Chain Link Fence Cover, see (61698)
CL Slide gate, not shown (61793)
D 61693
D 61693 El. 2969.50
El. 2969.50
CL. Fish Ladder Chain Link Fence Cover frame, see (61698)
A 61695
B 61695
51'-5 1/2" 6"
8' -2
3' -1
1'
-0
1' -0
3'
-1
48'-8 1/2" 3'-3"
3'-6" 1'-0" 1'-0" 43'-2 1/2" 1'-7" 1'-8"
2 1/4"(Typ.)
W x2
W x2
W x2
W x2
3"(Max.)
Ct. J
L4x3x3/8
L4x3x3/8
El. 2969.50
CL. Ladder Type 3A (40-D-6602)
S
PA
N
1 1/2" Grating, see Note 2
L4x3x3/8
L4x3x3/8
S
PA
N
Break angle at Ct. J
Ct. J
B 61695
1 1/2" Grating, see Note 2
SPAN
Chain, see Note 4
Chain, see Note 4 2" Grating, see Note 2
El. 2969.50
See Note 6 (Typ.)
River structure(61676) Fish ladder (61675)Level sensor (61737)
2'-0"
1'-0" 1'-0"
Side mounted guardrail (40-D-6594), see Note 5
CL. Slide gate (61793)
1' -2
1'
-2
1' -1
3' -5
2"
Chain, see Note 47' -0
1'
-1
5" 6'
-5
2"
1'-1" 3'-0" 3'-6" 3'-6" 3'-0" 1'-0"
W14x22 W14x22
W x2
W x2
W x2
L4 x3 x3 /8
L4 x3 x3 /8
B 61695
A 61695
C 61695
1/
4" (T yp
7' -1
6"
Side mounted guardrail (40-D-6594), see Note 5
15'-1"
Extend grating to flange edge
SPAN
1 1/2" Grating, see Note 2
CL. Fish Ladder Chain Link Fence Cover frame, see (61698)
Fish Ladder Chain Link Fence Cover, see (61698)
El. 2986.00
5" 6'
-5
2"
SPAN
Fish ladder (61673)
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DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
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Sara Putnam
Sara Putnam
Mikolaj Salamon
Mikolaj Salamon, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
Mikolaj Salamon, P.E.
David Kresin, P.E.
DENVER, CO 2022-03-04
MISCELLANEOUS
METALWORK
PLANS AND SECTION
33-D-61693
Sara Putnam
Sara Putnam
Mikolaj Salamon
Peer Reviewer - Plant Structures Group
61690 Scale: 1/2" = 1'-0"
4 PLAN - MISCELLANEOUS METALWORK - RIVER STRUCTURE
61693 Scale: 1" = 1'-0"
D SECTION
61690 Scale: 1/2" = 1'-0"
3 PLAN - MISCELLANEOUS METALWORK - TURNING POOL 5 ACCESS POINT
NOTES
1. For Miscellaneous Metalwork General Notes, see (61690).
2. 1 1/2" Grating: Provide serrated grating with bearing bars
1 1/2"x3/16" @ 1 3/16" on centers. Banding bars same size as bearing bars, cross bars at 4" on centers. Provide grating panels in widths not to exceed 2'-0". Allow 1/2" max. gap between panels. Fasten each panel with four saddle clips.
2" Grating: Provide serrated grating with bearing bars 2"x3/16" @ 1 3/16" on centers. Banding bars same size as bearing bars, cross bars at 4" on centers. Provide grating panels in widths not to exceed 3'-0". Allow 1/2" max. gap between panels. Fasten each panel with four saddle clips.
3. All dimensions locating beams are to the centerline of the beam.
4. 1/4" Dia. galvanized chain with maximum sag of 2".
Provide wide jaw threaded connector at one end, weld single chain link to post at the opposite end.
5. Fabricate and install guardrail in individual segments not to exceed 8'-0" in length.
6. L4x3x3/8 can be installed in shorter lengths than shown on the drawing. 3" max. allowed between adjacent angles.
7. Top landing elevation for ladder is El. 2969.50, bottom landing elevation is El. 2963.0. Refer to 40-D-6602.
0 1' 2' 4'
Scale: 1/2" = 1'-0"
0 1' 2'
Scale: 1" = 1'-0"
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P.
E.
U pd a t ed N ot e to cl a r ify 2" gr at in g si ze
.0 9.
:4 8:
-0 6'
Reservoir Structure
River Structure
O&M Access
O&M Access
Turning Pool 5 Access Point
O&M Access
(61693)
For this area see (61699)
Fish ladder
Fish ladder
For this area see (61700)
For this area see (61701)
For this area see (61702)
For this area see (61704)
For this area see (61712)
For this area see (61708)
For this area see (61710)
Only pipe frames and rails are shown (Typ.)
O&M access and access walkway
Turing Pool 5 access point
Only pipe frames and rails are shown (Typ.)
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
AT
IO
N U
.S
D
EP
AR
TM
EN
T
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TH
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IN
TE
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DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
YA
K
IM
A P
R O
JE
C T
W
A S H
IN
G
TO
N
YA
K
IM
A R
IV
ER
B A S
IN
W A
TE
R E
N H
A N
C
EM
EN
T
PR
O
J
IN
TE
G R A
TE
D P
LA
N
C
LE
A R C
R
EE
K D
A M
F
IS
H P
A S S A G
E
FA
C
IL
IT
Y
FI
S H
L A D
D
ER
Robert D. Rodriguez
Sara Putnam
Mikolaj Salamon
Sara Putnam, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
Sara Putnam, P.E.
David Kresin, P.E.
DENVER, CO 2022-03-04
FISH LADDER CHAIN
LINK FENCE COVER
GENERAL PLAN AND 3D
VIEWS
33-D-61698
Robert D. Rodriguez
Sara Putnam
Mikolaj Salamon
Peer Reviewer - Plant Structures Group
GENERAL PLAN - FISH LADDER CHAIN LINK FENCE COVER
3D VIEWS - FISH LADDER CHAIN LINK FENCE COVER
CHAIN LINK FENCE GENERAL NOTES
Not all details of chain link fence components and fittings are shown.
Install chain link fence cover in accordance with ASTM F567 and
CLFMI-PM 0610.
All material is steel unless noted otherwise.
Galvanize all ferrous metalwork after fabrication U.N.O. Provide vent holes in pipe as required for galvanizing.
Details, welds, and other connections shown are typical for all similar conditions.
Dimensions shown are typical for similar details.
Contractor field verifies locations and dimensions of new structures prior to fabrication of chain link fence and chain link fence covers.
For chain link fence and chain link fence covers, see Specifications.
Grout underneath or behind plates as required.
Structural Steel ASTM Specifications shall be as noted:
Wide Flanges ----------------------------------------- A992 HSS Pipe ----------------------------- A500, Gr. C (50 ksi) All other shapes, plates, or bars ---------------------- A36
Fastener ASTM Specifications shall be as noted:
Structural Bolts ------------------------- Group A (A325-N)
All structural bolts to include heavy hex nut and hardened washer.
Use beveled washer for bolts connecting to channel flanges.
All bolted connections bolt holes are standard oversize per AISC 360 U.N.O.
All post-installed anchors to include heavy hex nut and hardened washer. See drawings for details.
Arc-Welding Electrodes: Filler metal and required shielding gases or fluxes shall be per AWS D1.1 and D1.6 with filler metal for steel having a minimum tensile strength of 70,000 psi.
ASTM - denotes American Society for Testing and Materials.
AWS - denotes American Welding Society.
CL. - denotes centerline.
CLFMI - denotes Chain Link Fence Manufacturer's Institute.
NTS - denotes not to scale.
O.D. - denotes outside diameter.
PL/Pl. - denotes plate.
SSL - denotes a Short-slotted hole per AISC.
STD - denotes standard.
SIM - denotes similar.
Typ./TYP - denotes typical.
U.N.O. - denotes unless noted otherwise.
NTS
NTS
NOTES
1. For fish ladder concrete outlines, see drawings (61669) through
(61675).
R
EV
N O
S
TA
D
-0 9-
S ar a Pu tn am
P.
E.
U pd a t ed st ru ct ur al st e e lA S
TM
sp ec ifi ca tio n fo r p i pe
.0 9.
:3 1:
-0 6'
LIFTING SLING
SEE SPECIFICATIONS
ONE REQUIRED
SIDE SEAL CLAMP BAR
STRUCTURAL STEEL - ASTM A36
TWO REQUIRED
BOTTOM SEAL CLAMP BAR
STRUCTURAL STEEL - ASTM A36
ONE REQUIRED
SIDE SEAL
SEE SPECIFICATIONS
TWO REQUIRED
CORNER SEAL
SEE SPECIFICATIONS
ONE REQUIRED AS SHOWN
ONE REQUIRED OPP. HAND
BOTTOM SEAL
SEE SPECIFICATIONS
ONE REQUIRED
CORNER SEAL ISOMETRIC
SPRING KEEPER
STRUCTURAL STEEL - ASTM A36
TWO REQUIRED
SPRING
SPRING STEEL - ASTM A689
TWO REQUIRED
SPRING RETAINER
STRUCTURAL STEEL - ASTM A36
FOUR REQUIRED
1 2 3 4 5
D
C
B
A
D
C
B
A
54321
Sheet 4
33-D-61723
BULKHEAD GATE
DENVER, CO 2022-03-04
APPROVED
MEGHAN DIUBALDO
TECH APPR. A. Lewis, PE
ALLISON LEWIS
CHECKED
C. Paulson
DRAWN
E. Paquette
DESIGNED
E. Paquette
PARTS
FI
SH
L
AD
D
ER
CL
EA
R
CR
EE
K
D
AM
F
IS
H P
AS
SA
G E
YA
KI
M A
RI
VE
R
BA
SI
N
W
AT
ER
E
N H
AN
CE
M
EN
T
PR
O J
IN
TE
G
RA
TE
D P
LA
N
YA
KI
M A
PR
O
JE
CT
W
AS
H
IN
G
TO
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BU
RE
AU
O
F
RE
CL
AM
AT
IO
N U
S D
EP
AR
TM
EN
T O
F
IN
TE
RI
O R
AL
W
AY
S
TH
IN
K
SA
FE
TY
FA
CI
LI
TY
M. DiUbaldo, PE
MECHANICAL EQUIPMENT MANAGERADMIN. APPROVAL -
6'-0"21 Spaces @ 0'-6" = 31 2"
5 8"
3 4"
6'-5"
8x1
2 BarØ
16" Thru holes for Part 15.
6'-73 8"
Ø 16" Thru holes for Part 16.
8x1 Bar
6'-0"*
25 8"
1 16
2"
R1 2" ± 1
16" 2" - 0'
16"+
NOTES
A. Extra length for seals Part 4, 5, & 8 provided, trim as necessary to fit.
B. Seal bolt holes shall be 8" larger than bolt diameter for ease of installation.
5 6
1 2"
25 8"
1 16
1' -3
6"
R1 2"
2"
R1 2" ±
16"
2" - 0'
16"+
2" ±
16"
Use Part 2 as template for thru holes.
7'-6"
13 4"
1 16
2" - 0'
16"+
R1 2" ±
16"7
3'-
Upper link, galvanized or forged alloy, sized for 16" wire rope, min. working load 7,500 lbs.
Swaged sleeve for 16" wire rope
Open swaged socket for 16" wire rope w/ 8" min. jaw opening, Ø
16" max. pin.
Ø 16" min., 6x19, IWRC, XIP, galvanized or stainless steel, 7,500 lbs min. rated strength.
Standard thimble for 16" wire rope
1"
6'-6"
2"1" 6'-0" 2"
7 16
27 8"23 8"
2"
2"
11 4"
4"
8" Chamfer
4" Chamfer
8" 2"
15 8"
2"
2"
R11 16"5'-6"
5 8" 2"
3 16
8"
Symmetric about CL
R13'-5 8"
R 5 16"
41 8"
4" Chamfer
See Note B.
16"
16"
5 8"
8"
Designed deflection 4"
Max. deflection 1 2"
Use Part 3 as template for thru holes. See Note B.
8"
RE
V
N O
-0 9-
D
EN
VE
R, C
O U
PD
AT
ED
S
PR
IN
G
PA
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1)
M
AT
ER
IA
L, B
AR
TH
IC
KN
ES
S, A
N D
B
AR
W
ID
TH
RY
AN
S
TE
PH
EN
P.
E.
D ig ita lly s ig ne d by
R
YA
N
ST
EP
H
EN
at e:
4.
.1
:0
2:
-0
6'
CLEAR CREEK GATEHOUSE AND DAM YAKIMA FIELD OFFICE
MAIN CONTROL PANEL
MAIN PLC
Telephone Ethernet Switch
OIT
Panel
Telephone Data Modem
Telephone Data Modem
Existing Workstation
SECURITY PANEL
Security Network Switch
Network Video Recorder
Display
F.O.
Panel
VIDEO SURVEILLANCE DISTRIBUTION BOX
Converter Fiber to Ethernet
F.O.
Panel
Camera 4
Camera 2
Camera 3
REMOTE INTEFACE
PANEL
Auto-Dialer
NOTE 3
Telephone Bus Breakout Board
Power Meter
Camera 1
AL
W
AY
S
TH
IN
K
SA
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
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O F
TH
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IN
TE
R
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R
YA
K
IM
A P
R O
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C T
W
A S H
IN
G
TO
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YA
K
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A R
IV
ER
B A S
IN
W A
TE
R E
N H
A N
C
EM
EN
T
PR
O
J
IN
TE
G R A
TE
D P
LA
N
C
LE
A R C
R
EE
K D
A M
F
IS
H P
A S S A G
E
FA
C
IL
IT
Y
FI
S H
L A D
D
ER
NETWORK
DIAGRAM
SECURITY AND
CONTROL SYSTEM
DENVER, CO
33-D-61746
2023-07-31
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
V. Millan-Aguilar
V. Millan-Aguilar
L. Gentry
Lisa Gentry, P.E.
Elizabeth Morley, P.E.
GM, ELECTRICAL CONTROLS GROUP
PLC Programmable Logic Controller
Uninterruptible Power Supply
Fiber Optic
UPS
Single Mode Fiber Optic Cable Cat6 Ethernet Cable Serial Connection
LEGEND
NOTES
1. Telephone cable located between Clear Creek Dam and Yakima Field Office as well as the Yakima Field Office Desktop are existing installations. Contractor to interface with the existing telephone cable and desktop to provide a functioning system.
2. Contractor to remove the existing Remote Interface Panel and provide a new panel for the new or reused modems and any additional equipment required to interface with the existing desktop.
3. Additional fibers in multi-pair fiber optic cable intended for future use.
4. F.O. Patch Panels shall allow termination of all fibers in the multi-pair fiber optic cables which terminate there.
5. Refer to drawings for camera locations.
6. Drawings are based on "Typical" equipment information and do not represent final design information or drawing details.
Contractor to update and complete design as required.
7. Not all connections to the existing telephone system are shown.
8. Contractor to design interface to existing workstation.
EXPLANATION
F.O.
Cat3 Telephone Cable
REFERENCE DRAWINGS
Single-Line Diagram 33-D-61745
NOTE 1
NOTE 1
NOTE 8
R
EV
N O 1
-0 5-
D
Li sa
G en tr y, P .E
U pd at ed e le ct ri ca l d es ig n an d no te s fo r ad di tio na l p um p.
R
EV
N O 2
-0 9-
D
Li sa
G en tr y, P .E
R em ov ed e nc ry pt io n m od ul e.
"Ø Expansion eye bolt
See Note 9
Typical return or typical end post
" Std. pipe
To Pipe To Wall
TYPICAL CHAIN DETAILS
AS REQUIRED
" 1
9"
1 2
1 2
6"
1 2 m i n
Ê
Ê
3 8
F o r
1 2
P i p e
Ê
Ê
Ê
Ê
5"
9"
2"
Top of concrete
CL. Std. pipe
" Pl.
AA
CL
"Ø Holes in plate for
"Ø expansion anchors
DETAIL 1
(For slabs 1'-2" thick or greater)
1 2
Bar x0-9"
" Pl.
CL. Std. pipe
SECTION A-A
CL
"Ø Holes in plate for
"Ø expansion anchors
7 8
F o r
1 2
P i p e
2" 2"
9"
5"
L e s s t h a n
Top of concrete
CL. Std. pipe
" Pl.
BB
DETAIL 2
(For slabs less than 1'-2" thick)
M i n
CL.
"Øx4" Headed concrete anchors
(behind)
CL. Std. pipe
3 4
F o r
1 2
P i p e
1 4
F o r
1 2
P i p e
CL.
"Øx4" Headed concrete anchors
Bar x0'-9"
SECTION B-B
CC
PL
x4
CC
PL
x4
" Std. pipe
" Std. pipe
CL. Guardrail
SECTION D-D
CL. Std. pipe
SECTION C-C
PL
x4
G
LB Type fitting
Conduit coupling
7"
Drill for
"-coupling with chase nipple.
Weld all around
" Nipple to suit with reamed inside edges
Conduit fitting
For in and out installation
Top of concrete
DETAIL 3
PL
x4
3 4
1"
Æ
Æ
PL
x4x0'-3
KICK PLATE SPLICE
L 3x3x x0'-4"
SECTION E-E
3 4
PL
x4
E E
Æ
Æ
See Note 8
PL
x4
PL
x4
1 2
3 4
3 4
1 2
3 8
Top of concrete
PL
x4
L 3x3x x0'-4" (behind)
DETAIL 2
See Note 8
See Note 8
Top of concrete
3 8
See Detail 1
(for slabs 1'-2" thick or greater)
See Detail 2
(For slabs less than 1'-2" thick)
8'-0" Max. between guardrail posts 8'-0" Max. between guardrail posts
G
9"
Face of wall or CL. of adjacent pipe guardrail
1'-0"
90° L.R. Std. butt welding elbow
" Std. pipe
Top of concrete
TYPICAL RETURN TYPICAL CENTER POST TYPICAL END POST
SIDE MOUNTED PIPE GUARDRAIL
G
4"
" Std. pipe
PL
x4
1'-0"
G
90° L.R. Std. butt welding elbow
Provide post 1'-0" from all horizontal bends
TYPICAL GUARDRAIL
HORIZONTAL BEND
TYPICAL LIGHT POST
D D
C o o r d i n a t e w i t h e l e c t r i c a l i n s t a l l a t i o n s
" Std. pipe
" Std. pipe
See Detail 3
M a x
T o n e x t p o s t
" Std. pipe
Top of concrete
Varies
" Std. pipe
" Max.
PL
x4
PL
x4
See Detail 2
A L W
A Y S
T H
I N
K
S A F E T Y
SHEET
D
C
B
A
D
C
B
A
B U
R E
U
O
F
R E C L A M
A T I O
N
U S
D
E P A R T M
E N
T
O
F
T H
E
I N
T E R I O
R
Managing
LAR M TA IOCE N
W in theWa estter
C
S Y S T E M
A u t o C s
C
I L E N
A M
E
D
R D
D
W G
L A S T
S A V E
T E
L A S T
S A V
R R O
D R I G
U
Z
T A N
D A R
A W
I N
G S
S T A N
D A
D
T Y P I C A L
D
E S I G
N S
M I S C E L L A N
E O
U S
M
E T A L W
O R K
PIPE GUARDRAILS
SIDE MOUNTED PIPE
GUARDRAILS WITH KICK
PLATE
ELEVATIONS, SECTIONS,
AND DETAILS
DENVER, CO
40-D-6594
1993-01-08
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
T.E. SADUSKY
T.E. SADUSKY
T.C. GRABER/DCD
CHIEF, CIVIL ENG. DIVISION
E V
N
O
D
H u e r t a
O l a f f
G
P E
U P D
A T
A W
I N
G
T E X T
S T Y L E
B O
R D
E R
A N
D
T I T L E
B L O
C K
C
R R E N
T
D
R A W
I N
G
R E C O
R D
S
S Y S T E M
M
B E R
T E S
A N
D
D
E L E T E D
S U
B M
I T T
G
N A T U
R
V I S
A R D
R A I L
H E I G
H
N
O R
R E V I S I O
N S
R E V
N
O
T.C. GRABER
JOHN D. SMART
C G
M I N
O R
R E V I S I O
N
NOTES
1. Not all information shown on this drawing may be needed for every job. Use information on this drawing as required.
2. Galvanize all ferrous metalwork after fabrication. Provide vent holes as required in bottom of pipe.
3. All material is steel unless otherwise noted.
4. Splice guardrail as required with splice locks. Provide splice lock suitable for expansion joint at 50 foot centers maximum and at expansion joints in concrete.
5. Contractor determines guardrail lengths based on dimensions of structures. See structure drawings for location and extent of guardrails.
6. Grind all welds smooth.
7. Details, welds, and other connections shown are typical for all similar conditions.
8. CL.
"Ø Holes in kick plate and
"x1" slots in angle for
"Ø hex head bolts with hex nuts and standard washers.
9.
"Ø Galvanized chain with maximum sag of 2-inches. Provide "S" hook and heavy duty swivel snap at one end. Weld single chain link to opposite end post or return.
R el ea se d
"A" + 6"
SECTION C-C
Safety gate not shown, see Note 7
" Std. pipe
90° L.R. standard butt welding elbow
G
LADDER - TYPE 3A
E q u a l r u n g s p a c i n g
M a x
M i n
M a x b e t w e e n s u p p o r t s
M a x b e t w e e n s u p p o r t s
T y p
T y p
A
A
2'-4"
Top rung flush with landing
C
Top landing
" Std. pipe
M a x
Safety gate, see Specifications
1'-8"
45° L.R. standard butt welding elbow
1'-2" 1'-2"
10" 10"
CL. Ladder
M a x
T y p
T y p
B
B
3'-0"
1'-8"
1'-6" 1'-6"
10" 10"
CL. Ladder, safety rail, and extension
(For distances not exceeding 24'-0" between landings)
Safety rail, see Specifications
C
Safety gate, see Specifications
Top rung flush with landing
45° L.R. standard butt welding elbow
Top landing
Permanent dismount extension as recommended by safety rail manufacturer
" Std. pipe
LADDER - TYPE 3B
(For distances exceeding 24'-0" between landings)
M i n
E q u a l r u n g s p a c i n g
M a x
M i n
M a x
M i n
M a x b e t w e e n s u p p o r t s
M a x b e t w e e n s u p p o r t s
A b o v e
C
C
Bottom landing Bottom landing
Safety step (rung)
Safety step (rung)
Angle or bent pl.
x4 (Typ.)
Angle or bent pl.
x4 (Typ.)
A
A
A
A A
BB
A
4"
CL.
"Ø Hole in bent pl. or angle for
"Ø expansion anchor
4"
1'-8"
CL. Std. pipe and face of plate, or back of angle
4"
CL.
"Ø Hole in bent pl. or angle for
"Ø expansion anchor
4"
1'-8"
CL. Ladder, safety rail, and extension
CL. Std. pipe and face of plate, or back of angle
A
A
SECTION A-A
10" 10"
CL. Ladder
Angle or bent pl.
x4
Angle or bent pl.
x4
" Std. pipe
Safety step (rung)
SECTION B-B
10" 10"
" Std. pipe
Safety step (rung)
NOTES
1. All material is steel unless otherwise noted.
2. Details, welds, and other connections shown are typical for all similar conditions.
3. Dimensions shown are typical for similar details.
4. Galvanize all ferrous metalwork after fabrication. Provide vent holes as required.
5. Contractor determines length of ladders and rung spacings based on elevation difference. See structure drawings.
6. Grind all welds smooth.
7. Provide safety gate to suit walk-through opening. Minimum gate height above landing is 3'-3". Install safety gate in accordance with manufacturer's instructions. Ensure gate swings towards landing.
R E V
N
O
A L W
A Y S
T H
I N
K
S A F E T Y
D
C
B
A
D
C
B
A
B U
R E
R E C L A M
A T I O
N
U S
D
E P A R T M
E N
T
O
F
T H
E
I N
T E R I O
R
Managing
LAR M TA IOCE N
W in theWa estter
C
S T E M
A u t o C s
C
L E N
A M
E
D
R D
D
W G
L A S T
S A V
T E
L A S T
S A V
R R O
D R I G
U
Z
A N
D A
A W
I N
G S
S T A N
D A
D
T Y P I C A L
D
E S I G
N S
M I S C E L L A N
E O
U S
M
E T A L W
O R K
LADDERS
LADDER TYPE 3
ELEVATIONS AND
SECTIONS
DENVER, CO
40-D-6602
1993-01-07
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
A. M. TUCKER
A. M. TUCKER
T. E. SADUSKY/DCD
CHIEF, CIVIL ENGINEERING DIVISION
T. C. GRABER
JOHN D. SMART
D
H u e r t a
O l a f
E
U P D
A T
A W
I N
G
T E X T
S T Y L E
B O
R D
E R
A N
D
T I T L E
B L O
C K
C
R R E N
T
D
R A W
I N
G
R E C O
R D
S
S Y S T E
L E T
B M
I T T E D
S I G
N A T U
R
V I S
L
D
D E R
W
I D
D
T Y P E
A N
D
A D
D
F E T Y
G
A T
D E D
L A D
D E R
T Y P E
B
R E V
N
O
"A" Equals 7 inches unless noted otherwise on structure drawing.
LADDER DIMENSIONS
R E V
N
O
D
H u e r t a
O l a f
E
A D
D
D
D E R
D
I M
E N
S I O
N
N
O T E S
R E V I S
T L E
B L O
C K u e r t a
O l a f
E
N U
M B E R
T E
V I S
W
M
B O
L
A N
D
A N
C H
O R
S I Z E
C T I O
N S
R el ea
Top of concrete
Grout
Edge of concrete
2"
Varies, 6" min
Edge of concrete Bar 3/8x3/8x0'-9"
Chain link fabric on outside of fenced area
Chain link fabric on inside of fenced area for this installation only.
2"
CL. 3/8" Pl.
and fence post
8"
Varies, 4" min.
Post dia.
+2-inches min.
CL. Fence post
Edge of concrete
Chain link fabric on outside of fenced area
Top of concrete
9"
6"1 1/2"
9"6"
1/ 2"
CL. 13/16"Ø Holes in plate for 5/8"Ø expansion anchors
2 1/2" Min., Typical of sloped surface
1/
2"
2"
1' -2
M in
Chain link fabric
3/8" Pl.
Chain link fabric
Chain link fabric
3/8" Pl.
CL. Fence post and mounting plate
5" 1 1/2"
4"
5"
1/ 2"
4"
8"
DETAIL - SURFACE MOUNTED POST
DETAIL - EMBEDDED POST
(For slabs 1'-2" thick or greater or wall surfaces)
DETAIL - SIDE MOUNTED POST
4 1/2"
CL. 13/16"Ø Holes in plate for 5/8"Ø adhesive anchors
3/8" Pl.
Top railTop rail
End post
Top of concrete
For fabric height less than 7-feet
Barbed wire continuous at 45° across walk gate for fabric height equal to or greater than 7-feet, see Detail 1
Brace all panels containing gate, corner, pull or end posts
Truss rod with tightener
Barbed wire
Gate post
Tension wire Corner panel
Corner post
Top rail
End Post
Corner Post
Single Barbed wire gate
Top rail
Truss rod with tightener
Pull post
Barbed wire Top rail
Brace rail, see Note 9
Truss rod with tightener
Brace rail, see Note 9 Brace corner post both ways, see Note 9
Gate Leaf Width
Single gate
TYPICAL ELEVATION
VIEW A-A
AA
DETAIL 1
PANELS ADJOINING PULL POST
Ties
Tension band
Post cap
Top rail
Chain link fabric
Tension wire Top of concrete
Tension bar
Tension band
Rail end cup and brace band
Ties
Top rail sleeve
Top of concrete
O U
TS
ID
E
Barbed wire
End brace band
For mounting, see Detail 1, 2, or 3 as specified
H ei gh t of c ha in li nk f ab ri c
2"
N om in al f en ce h ei gh t
Outrigger/Barbed Wire Arm
Brace rail, see Note 9
Brace band
Truss rod with tightener
LINE POST END POST, CORNER POST,
OR GATE POST
Gate post Corner post
Line post
0" M ax
Po st s pa ci ng
Single gate
10'-0" Max.
Post spacing
Dimension face to face of posts
10'-0" Max.
Post spacing
TYPICAL FENCING PLAN
Li nk s ru n pe rp en di cu la r to s lo pe
Provide terminal posts at slope changes
Bias cut parallel to posts and back weave around tension bar according to standard practice.
For mounting, see Detail 1, 2, or 3 as specified
FENCE INSTALLATION ON STEEP SLOPES
A
LW
A
YS
T H
IN
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S A
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E
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YS
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A ut oC A D
4.
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EC
H
C A D
F
IL
EN
A M
E
-D -7
7-
R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-0 4-
LA
S T
S A V
ED
B Y
R R O
D R
IG
U
EZ
S
TA
N D
A R D
D R A W
IN
G
S
S
TA
N D
A R D
A N
D T
YP
IC
A L
D
ES
IG
N
S
C H
A
IN
L
IN
K F
EN
C
IN
G
CHAIN LINK FENCING
REQUIREMENTS
CONCRETE
INSTALLATION
PLAN, ELEVATIONS, AND
DETAILS
DENVER, CO
40-D-7017
1999-04-30
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
G.E. SHERARD
D.L. BORING
T.C. GRABER
NOTES
1. See specific site plan for overall fence dimensions and size, location and swing of gates.
2. Install pull posts at the end of each run, at maximum intervals of 500 feet, and at vertical and horizontal changes in alignment greater than 30 degrees.
3. Weld all joints between tubular gate frame members or use heavy fittings to provide rigid and watertight connections.
4. Gate dimensions are face to face of gate posts.
5. Provide latches, stops and keepers for all gates as specified.
6. End post, corner posts, pull posts, and gate posts are designated as terminal posts.
7. Chain link fabric shall be attached to fence framework in accordance with the Chain Link Fence Manufacturer's Institute (CLFMI) Product Manual.
8. Chain link fences are 6 foot high fabric unless otherwise noted on specific site plans.
9. Brace rails and truss rods are not required for fabric height of 6 feet or less.
R
EV
N O
1.
-0 4-
D
Ry an
, T yl er J
P .E
U
PD
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D D
R A W
IN
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T
EX
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LE
B O
R D
ER
A
N D
TI
TL
E B
LO
C K T
O C
U R R
EN
T D
R A W
IN
G
R
EC
O R D
S S
YS
TE
M
N
U M
B
ER
ED
N
O
TE
S A
N D
M A D
E M
IN
O
R R
EV
IS
IO
N
S
T.C. GRABER
M.R. O'SHEA
Structural and Architectural Group
R el ea
| 001_33-D-61649_Rev2_091324 |
| 028_33-D-61669_Rev1_091124 |
| 051_33-D-61693_Rev1_091824 |
| 056_33-D-61698_Rev1_091324 |
| 077_33-D-61737_Rev1_092024 |
| 082_33-D-61723_Rev1_091124 |
| 102_33-D-61746_Rev1_091224 |
| 131_40-D-6594 |
| Sheets and Views |
| Layout1 |
| 133_40-D-6602 |
| Sheets and Views |
| Layout1 |
| 135_40-D-7017 |
| Sheets and Views |
| 22 x 34 |
| 33-D-61723 ShtNo Rev1: 82 |
| 33-D-61746 ShtNo Rev1: 102 |
| 40-D-6594 ShtNo Rev2: 131 |
| 40-D-6602 ShtNo Rev3: 133 |
| 40-D-7017 ShtNo Rev1: |
| 1: 135 |
File details come from the government source that posted it. Updated .