FIO_Drawings_-_John_Day_Avian_Array_Improvements_Phase_II.pdf
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AVIAN LINE DAMPENING G.A.
SCALE 1 / 64
JOHN DAY DAM
AVIAN PREDATION DETERRENT ARRAY, PHASE II
CONTRACT #W9127N-10-C-0010
QUANTITIES SHOWN ON THIS BILL OF MATERIAL
REFLECT THE NUMBER OF EXAMPLES SHOWN ON
THIS DRAWING SHEET. SEE FOLLOWING SHEETS FOR ACTUAL
QUANTITIES OF EACH INSTANCE.
BILL OF MATERIALS
DESCRIPTIONQTYITEMSH#
S2 TOWER DAMPENED ASS'Y, LINES #30-61 SOUTH112
S3 TOWER DAMPENED ASS'Y, LINES #11-24 SOUTH122
S4 TOWER DAMPENED ASS'Y, LINES #3 & 4 SOUTH133
EE TOWER DAMPENED ASS'Y, LINES #91-128 SOUTH144
WE TOWER DAMPENED ASS'Y, LINES #70-79 SOUTH154
NAVLOCK CONNECTIONS, #39-60 NORTH163
SPILLWAY ANCHOR CONNECTIONS, #61-69 NORTH175
POWERHOUSE WALL CONNECTIONS, #80-128 NORTH183
ADJUSTABLE AVIAN TO CARRIER CONNECTION, #5-10 & 25-29 SOUTH195
SPILLWAY ANCHOR DAMPENED, 7/64ths, #70-79 NORTH1105
R E
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DRAWING NO.
SHEET NO.
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29026-010
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/2
S4 TOWER
S3 TOWER
S2 TOWER
WE TOWER
EE TOWER
POWERHOUSE
WALL, AVIAN
LINES #80-128
SPILLWAY
TOWER, AVIAN
LINES #61-69
NAVLOCK WALL,
AVIAN LINES # 38-60
SEE NOTE 6
SPILLWAY
TOWER, AVIAN
LINES #70-79
CARRIER LINE
CONNECTIONS,
AVIAN LINES # 5-10,
25-29
DRAWING LIST
SH # DRAWING TITLE
1 AVIAN LINE DAMPENING G.A.
2 S2 & S3 TOWER DAMPENING ASS'Y
3 S4 & WALL CON. DAMPENING CONNECTIONS
4 EE & WE TOWER DAMPENING ASS'Y
5 SPILLWAY ANCHOR DAMPENING
6 AVIAN LINE CONNECTION ASSEMBLIES
7 DAMPENER ARRAY TEES
8 MISC. DETAILS
9 BURNED PLATE DETAILS
10 MISC FAB PCS
NOTES:
1. THIS DRAWING SET ASSUMES THAT THE SOUTH END OF THE AVIAN LINES
WILL BE RE-SPLICED TO INCORPORATE THE MACHINED THIMBLES. THE
NORTH END OF THE AVIAN LINES ARE NOT TO BE RESPLICED.
2. THE FILLER LINES ON # 124-128 WILL NOT RECEIVE THE 20' CABLE SLING
FOR CREEP ADJUSTMENT AND NO DAMPENING COMPONENTS.
3. SEE DRAWING #29026-009 FOR INSTALLATION FIXTURES AND ACCESS
NOTES.
4. DRAWING SCALES NOTED ON THIS DRAWING SET ARE ACCURATE
WHEN PRINTED AS 22X34 SIZE DRAWING.
5. PART NUMBER CALL OUT: (X-A,B, Y-C) = (SHEET# X-ITEM A & B, SHEET# Y-ITEM C)
6. LINE #'S 38,39 & 41-60 ARE INSTALLED WITH BARREL CRANK WINCHES AT THE
NORTH END. THESE LINES ARE NOT INSTALLED WITH THE 20' CABLE SLING.
SEE DRAWING SET # 29029-011 FOR DETAILS.
7. SEE SHEET 2 FOR LINE # 40 SOUTH END INSTALLATION DETAIL. SEE SHEET 3 FOR
LINE # 40 NORTH END INSTALLATION DETAIL.
1/
/1
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TS 01 30 70.00 25-4, Item 4& 5, Case 7,8 & 11, As Const. dwgs Page 9 of 18
David Lehto Text Box TS 01 30 70.00 25-4, Item 5, Case 7 & 11, 29026-010
(1-1) S2 TOWER DAMPENED ASS'Y, LINES #30-61 SOUTH
SCALE 1 / 32
DETAIL CE
SCALE 1 / 16
(1-2) S3 TOWER DAMPENED ASS'Y, LINES #11-24 SOUTH
SCALE 1 / 32
DETAIL CU
SCALE 1 / 4
DETAIL CV
SCALE 1 / 8
DETAIL DN
SCALE 1 / 8
CE
BILL OF MATERIALS
DESCRIPTIONDESCRIPTIONQTYITEMSH#
SABRE SALES ORDER #25507, TOWER S2, EXISTING11
DAMPENER ASS'Y & AVIAN LINE #38-61, SOUTH END2426
S2 DAMPER ARRAY TEE137
Hex Nuts (Inch Series) Heavy Hex NutANSI B18.2.2 - 7/8 - 984 Heavy Hex Structural Bolt - UNC (Regular Thread - Inch)
ANSI B18.2.1 - 7/8-9 UNC - 2.7585
DAMPENER ASS'Y W/ 20' SLING & AVIAN LINE #3-37
SOUTH & #61-69 NORTH
Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 1.75646A Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1/2 - 13646B
CU
CV
BILL OF MATERIALS
DESCRIPTIONDESCRIPTIONQTYITEMSH#
SABRE SALES ORDER #25507, TOWER S3,
EXISTING
S3 DAMPER ARRAY TEE, REV 1187
DAMPENER ASS'Y W/ 20' SLING & AVIAN LINE
#3-37 SOUTH & #61-69 NORTH
Heavy Hex Structural Bolt - UNC (Regular Thread - Inch)
ANSI B18.2.1 - 7/8-9 UNC - 2.75510
Hex Nuts (Inch Series) Heavy Hex NutANSI B18.2.2 - 7/8 - 9511 Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1/2 - 132811A Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 1.752811B
DN
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DRAWING NO.
SHEET NO.
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OF
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29026-010
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NOTES:
1. THE SCALES LISTED ARE
ACCURATE WHEN PRINTED
ON 22" X 34" SIZE DRAWINGS.
G
A R
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11B 11A
6A6B
2/
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IN
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IN
G
LINE # 40 IS ATTACHED ON THE TOP ROW,
6 LINES IN FROM THE DOWNSTREAM END
OF DAMPER ARRAY TEE. THIS LINE IS
VECTRAN 3/16", 12 STRAND BRAIDED
ROPE.
2/
-B
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TS 01 30 70.00 25-4, Item 4& 5, Case 7,8 & 11, As Const. dwgs Page 10 of 18
(1-3) S4 TOWER DAMPENED ASS'Y, LINES #3 & 4 SOUTH
DETAIL CW
SCALE 1 / 4
(1-8) POWERHOUSE WALL CONNECTIONS, #80-128 NORTH
SCALE 1 / 32
49 REQ'D
DO NOT RESPLICE WITH MACHINED THIMBLES
DETAIL DG
SCALE 1 / 4
LINE #40 NORTH END INSTALLATION AT NAVLOCK WALL
SEE SHEET 2 FOR SOUTH END INSTALLATION
1 REQ'D
SCALE 1/32
DETAIL DW
SCALE 1/8
CW
BILL OF MATERIALS
DESCRIPTIONDESCRIPTIONQTYITEMSH#
SABRE SALES ORDER #25507, TOWER S4, EXISTING11
Angle SteelAISC - L 6 x 6 x 3/4 - 5.75.ipt, DAMPER11.500 in28
DAMPENER ASS'Y W/ 20' SLING & AVIAN LINE #3-37 SOUTH &
#61-69 NORTH
Hex Nuts (Inch Series) Heavy Hex NutANSI B18.2.2 - 7/8 - 924 Heavy Hex Structural Bolt - UNC (Regular Thread - Inch)ANSI B18.2.1 - 7/8-9 UNC - 2.7525 Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 1.545A Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1/2 - 1345B
BILL OF MATERIALS
DESCRIPTIONDESCRIPTIONQTYITEMSH#
PARAPET WALL16
Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 3/4-10 UNC - 217 Plain Washer (Inch )Type A and BANSI B18.22.1 - 3/4 - narrow - Type B18 PLATEFORMED CLEVIS BASE, 1/2 PL 6.000 in910 PLATEFORMED CLEVIS, 1/2 PL 6.500 in1010 Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 5/8 - 11211
DAMPENER ASS'Y @ NAVWALL1126
Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 5/8-11 UNC - 1.75213 Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1/2 - 13213A Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 1.25213B
AC&H AH-20, 1 TON WINCH118
DG
BILL OF MATERIALS
DESCRIPTIONDESCRIPTIONQTYITEMSH#
PARAPET WALL114
Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 3/4-10 UNC - 2115 Plain Washer (Inch )Type A and BANSI B18.22.1 - 3/4 - narrow - Type B116 PLATEFORMED CLEVIS BASE, 1/2 PL 6.000 in1710 PLATEFORMED CLEVIS, 1/2 PL 6.500 in1810 Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 5/8-11 UNC - 1.75219 Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 5/8 - 11220 7/64ths DAMPENER ASS'Y W/ 20' SLING &
AVIAN LINE #70-128, NORTH
Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 1.25221A Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1/2 - 13221B
DV
DW
BILL OF MATERIALS
DESCRIPTIONQTYITEMSH#
NAVLOCK WALL 16
FORMED CLEVIS BASE, 1/2 PL 6.000 in810 FORMED CLEVIS, 1/2 PL 6.500 in910
ANSI B18.2.2 - 5/8 - 11210
DAMPENER ASS'Y & AVIAN LINE #38-61, SOUTH END, AND LINE 40 NORTH END1116
ANSI/ASME B18.2.1 - 5/8-11 UNC - 1.75212
ANSI/ASME B18.2.1 - 3/4-10 UNC - 217A
ANSI B18.22.1 - 3/4 - narrow - Type B17B
ANSI/ASME B18.2.1 - 1/2-13 UNC - 1.25213A
ANSI B18.2.2 - 1/2 - 13213B
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SHEET NO.
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29026-010
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3 10
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1/
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19 20
15 16
NOTES:
1. THE SCALES LISTED ARE
5A 5B
21A21B
2/
VI
S E
D P
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IN
EE
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2/
-B
U
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3'
7B
7A
13A13B
1'
TS 01 30 70.00 25-4, Item 4& 5, Case 7,8 & 11, As Const. dwgs Page 11 of 18
DETAIL DA
SCALE 1 / 8
(1-4) EE TOWER DAMPENED ASS'Y, LINES #91-128 SOUTH
SCALE 1 / 32
(1-5) WE TOWER DAMPENED ASS'Y, LINES #70-79 SOUTH
SCALE 1 / 32
DETAIL DB
SCALE 1 / 8
DETAIL DL
SCALE 1 / 8
BOTTOM VIEW OF CONNECTION
SCALE 1 / 8
DA
BILL OF MATERIALS
DESCRIPTIONDESCRIPTIONQTYITEMSH#
EE TOWER, EXISTING11
EE DAMPENER ARRAY TEE127
7/64ths LINE CONNECTION, AVIAN LINE #70-128, SOUTH
EE BUSHING448
EE WASHER, Flat Washer 1 1/32" ID X 2 1/2" OD, .5" Thick
Hex Nuts (Inch Series) Heavy Hex NutANSI B18.2.2 - 7/8 - 946 Heavy Hex Structural Bolt - UNC (Regular Thread - Inch)ANSI B18.2.1 - 7/8-9 UNC - 347 Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 1.75247A Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1/2 - 13247B
DB
BILL OF MATERIALS
DESCRIPTIONDESCRIPTIONQTYITEMSH#
WE TOWER, EXISTING18
WE DAMPENER ARRAY TEE19
7/64ths LINE CONNECTION, AVIAN LINE
#70-128, SOUTH
EE BUSHING311
EE WASHER, Flat Washer 1 1/32" ID X 2 1/2"
OD, .5" Thick
Hex Nuts (Inch Series) Heavy Hex NutANSI B18.2.2 - 7/8 - 9313 Heavy Hex Structural Bolt - UNC (Regular Thread - Inch)
ANSI B18.2.1 - 7/8-9 UNC - 3314
Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 1.75815 Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1/2 - 13816
DL
DM
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IN
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DRAWING NO.
SHEET NO.
D A
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OF
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D R
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N B
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JO
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N O
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ED
A
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'Y
29026-010
4PO
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-1 0-
C -0
AV
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AM
4 10
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1/
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7 5 4 6
14 11 12 13
NOTES:
1. THE SCALES LISTED ARE
G
A R
R A
Y T
E E
M A
TE
R
IA
L
7A
7B
2/
IS
E D
P
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E N
G
IN
E
ER
IN
G
10 12
13 14 11
2/
V
IS
E
D E
E W
AS
H
E R
A N
D B
O
LT
2/
S- B
U
IL
TS 01 30 70.00 25-4, Item 4& 5, Case 7,8 & 11, As Const. dwgs Page 12 of 18
(1-7) SPILLWAY ANCHOR CONNECTIONS, #61-69 NORTH
9 REQ'D
DO NOT RESPLICE WITH MACHINED THIMBLES
DETAIL DD
SCALE 1 / 4
DETAIL DE
SCALE 1 / 2
(1-10) SPILLWAY ANCHOR DAMPENED, 7/64ths, #70-79 NORTH
SCALE 1 / 32
10 REQ'D
DO NOT RESPLICE WITH MACHINED THIMBLES
(1-9) ADJUSTABLE AVIAN TO CARRIER CONNECTION, #5-10 & 25-29 SOUTH
SCALE 1 / 32
11 REQ'D
DETAIL DJ
SCALE 1 / 8
DETAIL DK
SCALE 1/4
DETAIL DE & DP
SCALE 1/4
DETAIL DR
SCALE 1/8
FILLER LINE CONNECTION
SCALE 1/4
DE
DD
BILL OF MATERIALS
DESCRIPTIONDESCRIPTIONQTYITEMSH#
PARAPET WALL11
SPILLWAY ANCHOR, EXISTING12
Angle SteelAISC - L 6 x 6 x 3/4 - 5.75.ipt, DAMPER5.750 in38
DAMPENER ASS'Y W/ 20' SLING & AVIAN LINE #3-37
SOUTH & #61-69 NORTH
Heavy Hex Structural Bolt - UNC (Regular Thread - Inch)
ANSI B18.2.1 - 7/8-9 UNC - 2.2515
Hex Nuts (Inch Series) Heavy Hex NutANSI B18.2.2 - 7/8 - 916 Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1/2 - 1326A Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 1.526B
BILL OF MATERIALS
DESCRIPTIONDESCRIPTIONQTYITEMSH#
PARAPET WALL113
SPILLWAY ANCHOR, EXISTING114
Angle SteelAISC - L 6 x 6 x 3/4 - 5.75.ipt, DAMPER5.750 in158 7/64ths DAMPENER ASS'Y W/ 20' SLING &
AVIAN LINE #70-128, NORTH
Heavy Hex Structural Bolt - UNC (Regular Thread - Inch)ANSI B18.2.1 - 7/8-9 UNC - 2.25117 Hex Nuts (Inch Series) Heavy Hex NutANSI B18.2.2 - 7/8 - 9118 Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 1.5219 Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1/2 - 13220
DJ
BILL OF MATERIALS
DESCRIPTIONQTYITEMSH#
3/4" GALV BOLT TYPE ANCHOR SHACKLE, EXISTING17
1 1/8" CARRIER LINE, EXISTING18
CROSBY PN G-450 1 1/8" CROSBY CLIP, EXISTING29
20' CABLE SLING1106
3/16" AVIAN LINE & MACHINED THIMBLE II1118
CHICAGO HARDWARE PN 20620_4, 3/8" GALV
SAFETY PIN ANCHOR SHACKLE
DK
DP
DR
DU
BILL OF MATERIALS
DESCRIPTIONQTYITEM
AVIAN LINE11
FILLER LINE, VECTRAN PN 7029, 12 STRAND BRAIDED ROPE12
CHICAGO HARDWARE PN 20620_4, 3/8" GALV SAFETY PIN ANCHOR SHACKLE13
MACHINED THIMBLE34
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IN
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DRAWING NO.
SHEET NO.
D A
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OF
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D R
A W
N B
Y
JO
B
N O
SP
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AY
A N
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O R
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IN
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29026-010
4PO
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N
-1 0-
C -0
AV
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AT
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ET
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EN
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O C
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AN
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AM
5 10
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1/
/2
NOTES:
1. THE SCALES LISTED ARE
2/
IS
E D
P
ER
E N
G
IN
E
ER
IN
G
6B 6A5
19 20
TO SOUTH TOWERS
SEE SHEETS 2&3
TO NORTH TOWERS
-B
U
IL
TS 01 30 70.00 25-4, Item 4& 5, Case 7,8 & 11, As Const. dwgs Page 13 of 18
(6-5,13) 3/16" AVIAN LINE & MACHINED THIMBLE II
SCALE 1/2
67 REQ'D
(2-2, 3-11) DAMPENER ASS'Y & AVIAN LINE #38-61, SOUTH END
AND LINE #40 NORTH END
SCALE 1 / 4
24 REQ'D
(2-6,9, 3-3,13, 5-4)
DAMPENER ASS'Y W/ 20' SLING & AVIAN LINE #3-37 SOUTH & #61-69 NORTH
SCALE 1 / 4
44 REQ'D
(4-3,10) 7/64ths LINE CONNECTION, AVIAN LINE #70-128, SOUTH
SCALE 1 /8
16 REQ'D
DETAIL DF
SCALE 1 / 2
(5-10, 6-15,41) 20' CABLE SLING
SCALE 1/4
103 REQ'D
(6-21,39) 7/64ths AVIAN LINE & MACHINED THIMBLE II
SCALE 1 / 2
59 REQ'D
(3-21, 5-14, 7-14) 7/64ths DAMPENER ASS'Y W/ 20' SLING & AVIAN LINE #70-128, NORTH
SCALE 1 / 4
59 REQ'D
BILL OF MATERIALS
DESCRIPTIONQTYITEMSH#
MACHINED THIMBLE127
3/16 AVIAN LINE, EXISTING W/ TAPERED
SPLICE
BILL OF MATERIALS
DESCRIPTIONDESCRIPTIONQTYITEMSH#
KINETICS PN RQ-525 C, RQ VIBRATION ISOLATORS19
CROSBY HG-4037, P/N 1072494, 3/4 X 9" GALV. JAW END FITTING OR
EQUAL
Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 3/4 - 10211 Plain Washer (Inch )Type A and BANSI B18.22.1 - 3/4 - Regular - Type B112
3/16" AVIAN LINE & MACHINED THIMBLE II113
CHICAGO HARDWARE PN 20620_4, 3/8" GALV SAFETY PIN ANCHOR
SHACKLE
20' CABLE SLING115
BILL OF MATERIALS
DESCRIPTIONDESCRIPTIONQTYITEMSH#
KINETICS PN RQ-525 C, RQ VIBRATION ISOLATORS11
CROSBY HG-4037, P/N 1072494, 3/4 X 9" GALV. JAW END FITTING
OR EQUAL
Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 3/4 - 1023 Plain Washer (Inch )Type A and BANSI B18.22.1 - 3/4 - Regular - Type B14
3/16" AVIAN LINE & MACHINED THIMBLE II15
1/4 x 1" ID x 2 1/2" OD VIBRATION WASHER, 60 DURO NEOPRENE26
DF
BILL OF MATERIALS
DESCRIPTIONDESCRIPTIONQTYITEMSH#
CROSBY HG-4037, P/N 1072494, 3/4 X 9" GALV.
JAW END FITTING OR EQUAL
KINETICS PN RQ-525 C, RQ VIBRATION ISOLATORS119
Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 3/4 - 10220 7/64ths AVIAN LINE & MACHINED THIMBLE II321 McMASTER #92390A920, 18-8 Stainless Steel Clevis
Pin W Hairpin Cotter Pin, 1/2 Dia, 1-1/4 Length:1
McMASTER #92375A325, Type 316 SS Hairpin Cotter Pin Fits 7/16 to 3/4 Shaft Dia, 2-9/16" OAL
DAMPER CLEVIS1267
CLEVIS SIDE WASHER, 60 DURO NEOPRENE
RUBBER
626A
BILL OF MATERIALS
DESCRIPTIONQTYITEMSH#
3/8" 7x19 GALV CABLE131
CROSBY PN 1010097, 3/8 WIRE GALV. ROPE
CLIP OR EQUAL
3/8" STEEL SWAGING SLEEVE133
CROSBY MN G-414, P/N 1038004,SS EXTRA
HEAVY 3/8 THIMBLE, OR EQUAL
BILL OF MATERIALS
DESCRIPTIONQTYITEMSH#
7/64ths MACHINED THIMBLE129 7/64ths AVIAN LINE, EXISTING W/ TAPERED
SPLICE
BILL OF MATERIALS
DESCRIPTIONDESCRIPTIONQTYITEMSH#
KINETICS PN RQ-525 C, RQ VIBRATION ISOLATORS135
CROSBY HG-4037, P/N 1072494, 3/4 X 9" GALV. JAW END
FITTING OR EQUAL
Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 3/4 - 10237 Plain Washer (Inch )Type A and BANSI B18.22.1 - 3/4 - Regular - Type B138 7/64ths AVIAN LINE & MACHINED THIMBLE II139
20' CABLE SLING141
KONG CARABINERS, X-LARGE RESCUE 316 SS, PN
KNG-511-L3
R
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EN
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IS
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C . R
E F.
C O
N
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A C
T N
O
D R
AW
IN
G T
IT
LE
R E
F.
D
R A
W
IN
G N
O
DRAWING NO.
SHEET NO.
D A
TE
R
E V
OF
JO
B
T
IT
LE
D R
A W
N B
Y
JO
B
N O
AV
AI
N L
IN
E
C O
N N
EC
TI
O N
A
SS
EM
BL
IE
S
29026-010
4PO
R
TL
N
-1 0-
C -0
AV
IA
N P
R
ED
AT
IO
N D
ET
ER
R
EN
T
AR
R
AY
P H
. I I
JO
H
N D
AY
L
O C
K
AN
D D
AM
6 10
G -1
D
C L
1/
/2
3 2 6
20'- 3/8"
26A
26A
WRAP ROPE WITH WEAR
CLOTH AROUND THIMBLE
WRAP ROPE WITH WEAR
CLOTH AROUND THIMBLE
NOTES:
1. THE SCALES LISTED ARE
DO NOT RESPLICE NORTH
END CONNECTIONS
DO NOT RESPLICE NORTH
END CONNECTIONS
2/
M
O
VE
D F
AS
TE
N
ER
S
TO
P R
IM
A
R Y
A S
SE
M
BL
IE
S.
2/
-B
U
IL
TS 01 30 70.00 25-4, Item 4& 5, Case 7,8 & 11, As Const. dwgs Page 14 of 18
(4-2) EE DAMPENER ARRAY TEE
SCALE 1 /8
1 REQ'D, 227.87 lbmass
MATERIALS: SEE BOM & SH 10 FOR DETAILS
GALV. AFTER FAB
(2-3) S2 DAMPER ARRAY TEE
549.73 lbmass
SCALE 1 / 8
1 REQ'D
(2-8) S3 DAMPER ARRAY TEE, REV 1
SCALE 1 / 8
1 REQ'D, 213.61 lbmass
BILL OF MATERIALS
DESCRIPTIONQTYITEMSH#
1" PL, EE ARRAY TEE FACE 36.000 in68 3/4" PL, EE ARRAY TEE LEG13.500 in78 ARRAY TEE GUSSET, FB 1/4"x3x66810
BILL OF MATERIALS
DESCRIPTIONQTYITEMSH#
1" PL, S2 ARRAY TEE FACE 84.000 in18 3/4" PL, S2 ARRAY TEE LEG14.500 in29 ARRAY TEE GUSSET, FB 1/4"x3x612310
BILL OF MATERIALS
DESCRIPTIONQTYITEMSH#
1" PL, S3 ARRAY TEE FACE 36.000 in48 3/4" PL, S3 ARRAY TEE LEG12.597 in58 ARRAY TEE GUSSET, FB 1/4"x3x66610
R
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C . R
E F.
C O
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A C
T N
O
D R
AW
IN
G T
IT
LE
R E
F.
D
R A
W
IN
G N
O
DRAWING NO.
SHEET NO.
D A
TE
R
E V
OF
JO
B
T
IT
LE
D R
A W
N B
Y
JO
B
N O
D
AM
PE
N
ER
A
R R
AY
T
EE
S
29026-010
4PO
R
TL
N
-1 0-
C -0
AV
IA
N P
R
ED
AT
IO
N D
ET
ER
R
EN
T
AR
R
AY
P H
. I I
JO
H
N D
AY
L
O C
K
AN
D D
AM
7 10
G -1
D
C L
1/
/2
0'
1' -4
/2
1' -4
/2
6"6"
7/
7/
3/
4"
0'
5" 7 3/4"
11 3/16" 1'- 7/16"
1'-7 1/2"
R11"
1 THRU
TYP. 4 PLCS.
2 THRU
TYP. 12 PLCS. 9/16 THRU
TYP. 24 PLCS.
S Y
M
A B
O U
0' 2 1/4" 4 3/4" 7 1/4"
8"
2 1/4" 4 3/4" 7 1/4"
8"
6" TYP.
1 THRU
TYP. 8 PLCS.
44 THRU
0'
1'-2"
1 7/8" 5 7/8" 8 3/4"
10 3/16" 10 3/8" 11 1/4"
1'-3 1/2"
0'3"7 1/
2"
/1
6"
1' -2
/1
6"
1' -5
1/
1' -6
/2
3' -5
3'
-5
3/
3" 7 1/
2"
/1
6"
1' -2
/1
6"
1' -5
1/
1' -6
/2
3' -5
3'
-5
3/
9/16 THRU
TYP. 68 PLCS.
2 THRU
TYP. 34 PLCS.
0' 2 1/4" 4 3/4" 7 1/4"
8"
2 1/4" 4 3/4" 7 1/4"
8"
5" TYP.
1 THRU
TYP. 5 PLCS.31 1/2 THRU
5°
0'2 7/
1/
2"
7/ 8"
/1 6"
1'
- 1
/2
1' -3
1'
-6
7/
8"
/1 6"
1' -3
1' -6
0'
1'
2 5/8" 5 7/16" 6 7/16"
10 11/16" 11 1/2"
5" TYP.
9/16 THRU
TYP. 28 PLCS.
2 THRU
TYP. 8 PLCS.
0' 2 1/4" 4 3/4" 7 1/4"
8"
2 1/4" 4 3/4" 7 1/4"
8"
NOTES:
1. TOLERANCES: ±1/16", ±0.5°
2. BREAK ALL SHARP EDGES.
3. THE SCALES LISTED ARE
ACCURATE WHEN PRINTED
ON 22" X 34" SIZE DRAWINGS.
65 1/2"
6" 6"
4 1/2"
1'-3"
4 1/2" 1'-3"
1/
D
ED
M
AS
S
IN
FO
, C H
G A
R R
AY
T
EE
M
AT
E
R
IA
LS
5/16 TYP.
5/16
5/16 TYP.
5/16 TYP.
5/16
5/16
2/
D
E D
W
EL
D S
Y M
BO
LS
P
ER
E N
G
IN
EE
R
IN
G
2/
-B
U
IL
TS 01 30 70.00 25-4, Item 4& 5, Case 7,8 & 11, As Const. dwgs Page 15 of 18
(4-9) WE DAMPENER ARRAY TEE
84.44 lbmass
SCALE 1 / 8
1 REQ'D
(4-3,11) EE BUSHING
SCALE 1
8 REQ'D
GALV. AFTER MACHINING
(4-5,12) EE WASHER, Flat Washer 1 1/32" ID X 2 1/2" OD, .5" Thick
SCALE 1
8 REQ'D
GALV. AFTER ORDER
(6-26) DAMPER CLEVIS
2.11 lbmass
SCALE 1/2
16 REQ'D
DRILL AND GALV. AFTER FAB
(3-2, 5-3,13) AISC - L 6 x 6 x 3/4 - 5.75.ipt, DAMPER
12.85 lbmass
SCALE 1 / 4
21 REQ'D
MATERIALS: SEE BOM
(6-27) MACHINED THIMBLE
SCALE 2
252 REQ'D
MATERIAL: 1 1/2" OD X 1" ID SS TUBING
(6-29) 7/64ths MACHINED THIMBLE
SCALE 2
118 REQ'D
MATERIAL: 1 1/2" OD X 1" ID SS TUBING
BILL OF MATERIALS
DESCRIPTIONQTYITEMSH#
1" PL, WE ARRAY TEE FACE 12.000 in3 3/4" PL, WE ARRAY TEE LEG16.116 in4 ARRAY TEE GUSSET, FB 1/4"x3x625
BILL OF MATERIALS
MASSDESCRIPTIONQTYITEMSH#
0.750 lbmass
DAMPER CLEVIS PLATE, FB 3/16 x 4 x 4" LG.2110
0.615 lbmass
DAMPER SPACER PLATE, FB, 2 1/4 X 2 1/4" LG.1210
R
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D R
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IN
G T
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R E
F.
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R A
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IN
G N
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DRAWING NO.
SHEET NO.
D A
TE
R
E V
OF
JO
B
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IT
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D R
A W
N B
Y
JO
B
N O
M
IS
C . D
ET
AI
LS
29026-010
4PO
R
TL
N
-1 0-
C -0
AV
IA
N P
R
ED
AT
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ET
ER
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EN
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P H
. I I
JO
H
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AY
L
O C
K
AN
D D
AM
8 10
G -1
D
C L
1/
/2
DRILL 13/16 THRU
DRILL 9/16 THRU
TYP. 3 PLCS.
3/16 3/16
EXPOSED
CORNER
0' 1/4"
1"
3 1/2"
4 1/4"
0' 1/
4"
1/
8"
1/
2"
1/
4"
0' 3/16"
11/16" 7/8"
1 1
1 3/8"
1"
3/4"
1 THRU
0'
4"
6"
0' 2 7/
8"
3/
4"
9/16 THRU
TYP. 2 PLCS.
2 THRU
0'
2"
3 1/2"
5" 6"
0' 7/ 8"
7/
8"
7/
8"
3/ 4"
1"
1 1/2"
R1/32" TYP.
7/
2"
1 1/2"
1"
1 1/8"
R1/32" R1/8"
R1/16"
R3/16"
2"
3/
8"
R11"
0'
3" 5 1/4"
9 5/8" 11"
1'- 1/8"
1'-5 7/8"
0'15 /1
6"
7/ 8"
/1 6"
7/
8"
/4
1'
-1
1' -2
1 THRU
TYP. 3 PLCS.
0' 2 1/4" 4 3/4" 7 1/4"
8"
2 1/4" 4 3/4" 7 1/4"
8"
0'1"
1/ 2"
/2
/1 6"
1' -1
1'
-2
7/16"
11/32"
R7/8" TYP.
2 1/2"
1 THRU
1/2"
NOTES:
1. TOLERANCES: ±1/16", ±0.5°
2. BREAK ALL SHARP EDGES.
3. THE SCALES LISTED ARE
ACCURATE WHEN PRINTED
ON 22" X 34" SIZE DRAWINGS.
5/16TYP.
1/
G
T H
IM
BL
E A
N D
A R
R A
Y
TE
E M
A
TE
R
IA
L
1 1/8"
2/
VI
S
ED
P E
R E
N G
IN
E
E R
IN
G
5/16
2/
D
ED
W
E
LD
S
YM
B O
LS
, E
N
LA
R G
E D
T H
IM
B
LE
G
R O
O V
ES
BREAK SHARP EDGE
BREAK SHARP EDGE
R5/32"
/1
3/
VI
S E
D T
H
IM
BL
E
S F
O R
W E
AR
C
LO
TH
C
LE
A R
A N
C E
2/
BU
IL
TS 01 30 70.00 25-4, Item 4& 5, Case 7,8 & 11, As Const. dwgs Page 16 of 18
(7-1) 1" PL, S2 ARRAY TEE FACE
1 REQ'D
347.31 lbmass
SCALE 1 / 8
(7-2) 3/4" PL, S2 ARRAY TEE LEG
1 REQ'D
191.08 lbmass
SCALE 1/8
(7-4) 1" PL, S3 ARRAY TEE FACE
1 REQ'D
149.29 lbmass
SCALE 1 / 8
(7-5) 3/4" PL, S3 ARRAY TEE LEG
1 REQ'D
58.65 lbmass
SCALE 1 / 8
(7-7) 1" PL, EE ARRAY TEE FACE
1 REQ'D
152.43 lbmass
SCALE 1 / 8 (7-8) 3/4" PL, EE ARRAY TEE LEG
1 REQ'D
69.77 lbmass
SCALE 1 / 8
(8-4) 3/4" PL, WE ARRAY TEE LEG
1 REQ'D
31.96 lbmass
SCALE 1 / 4
(8-3) 1" PL, WE ARRAY TEE FACE
1 REQ'D
50.59 lbmass
SCALE 1/4
R
TE
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PR
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IS
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EN
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IN
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IS
TR
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C . R
E F.
C O
N
TR
A C
T N
O
D R
AW
IN
G T
IT
LE
R E
F.
D
R A
W
IN
G N
O
DRAWING NO.
SHEET NO.
D A
TE
R
E V
OF
JO
B
T
IT
LE
D R
A W
N B
Y
JO
B
N O
BU
R
N
ED
P
LA
TE
D
ET
AI
LS
29026-010
4PO
R
TL
N
-1 0-
C -0
AV
IA
N P
R
ED
AT
IO
N D
ET
ER
R
EN
T
AR
R
AY
P H
. I I
JO
H
N D
AY
L
O C
K
AN
D D
AM
9 10
G -1
D
C L
1/
/2
0'
3"
8 13/16"
1'-2 1/16"
1'-6 1/2"
3'-5"
3"
8 13/16"
1'-2 1/16"
1'-6 1/2"
3'-5"
0' 1' -2
1'
-3
/8
1' -7
/8
1'
-1
3/ 4"
2'
- 3
/1 6"
1 THRU
TYP. 8 PLCS.
44 THRU
2 THRU
TYP. 34 PLCS.
9/16 THRU
TYP. 68 PLCS.
5" T
YP
. S
PA
C
IN
G
B U
R N
H O
LE
S
P R
IO
TO
F O
R M
IN
G
0'
1/ 4"
3/
4"
1/ 4"8"
1/
4"
3/ 4"
1/
4" 8"
1' -5
1/
1' -5
1/
10°
10°
2'
- 1
/2
2'- 1/2"
1'-3 9/16" 1'-8 1/2"
5°
3" 5" TYP. SPACING
BURN HOLES PRIOR
TO FORMING
0' 2 1/4" 4 3/4" 7 1/4"
8"
2 1/4" 4 3/4" 7 1/4"
8"
9/16 THRU
TYP. 28 PLCS.
2 THRU
TYP. 16 PLCS.
2 THRU
TYP. 12 PLCS.
9/16 THRU
TYP. 24 PLCS.
3"
6" TYP. SPACING
BURN HOLES PRIOR
TO FORMING
0' 2 1/4" 4 3/4" 7 1/4"
8"
2 1/4" 4 3/4" 7 1/4"
8"
1' 1'- 9/16"
1'
0' 5" 7 3/
4"
/1
6" 1'
- 7 /1
6"
0'
5 7/16"
9 3/4"
1'-4 1/2"
5 7/16"
1'-4 1/2"
1 THRU
TYP. 4 PLCS.
0' 3" 5 1/
4"
5/
8"
1'
- 1 /8
1' -5
/8
1'
-6
/2
0'
2 7/8"
7 7/8"
10 9/16" 11 1/4"
1'-2"
22 THRU
1 THRU
TYP. 3 PLCS.
0'
2 1/4"
4 3/4"
7 1/4" 8"
2 1/4"
4 3/4"
7 1/4" 8"
6 1/16"6"
2 1/2" 2 1/2" 5°
2 THRU
TYP. 4 PLCS.
9/16 THRU
TYP. 8 PLCS.
0' 1' 1' -2
/8
1'
-5
/1 6"
1' -6
/1
6"
0'
5 7/8"
11 3/16"
1'-3"
5 7/8"
11 3/16"
1'-3"
1 THRU
TYP. 5 PLCS.
31 1/2 THRU
NOTES:
1. TOLERANCES: ±1/16", ±0.5°
2. BREAK ALL SHARP EDGES.
3. THE SCALES LISTED ARE ACCURATE WHEN PRINTED
ON 22" X 34" SIZE DRAWINGS.
1'-2 1/2"
6' -1
0"
2/ 4/
G A
R R
A Y
TE
E
P
LA
TE
S
1'-4"
1' -4
1' -4
1'-1 1/2"
1' -4
2/
-B
U
IL
TS 01 30 70.00 25-4, Item 4& 5, Case 7,8 & 11, As Const. dwgs Page 17 of 18
(3-9,17) FORMED CLEVIS BASE, 1/2 PL
9.41 lbmass
SCALE 1/2
71 REQ'D
GALV. AFTER FORMING
(3-10,18) FORMED CLEVIS, 1/2 PL
10.71 lbmass
SCALE 1/2
71 REQ'D
GALV. AFTER FORMING
(8-1) DAMPER CLEVIS PLATE, FB 3/16 x 4 x 4" LG.
SCALE 1/1
32 REQ'D
BURN PERIMETER
BREAK ALL SHARP EDGES
DRILL HOLES AFTER FAB, SEE SHEET 8
(8-2) DAMPER SPACER PLATE, FB, 2 1/4 X 2 1/4" LG.
SCALE 1
16 REQ'D
BURN PERIMETER
DRILL HOLES AFTER FAB, SEE SHEET 8
(7-3,6,8, 5-8) ARRAY TEE GUSSET, FB 1/4"x3x6
SCALE 1
26 REQ'D
(6-26A) CLEVIS SIDE WASHER, 60 DURO NEOPRENE RUBBER
SCALE 1
100 REQ'D
R
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EN
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IN
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C . R
E F.
C O
N
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A C
T N
O
D R
AW
IN
G T
IT
LE
R E
F.
D
R A
W
IN
G N
O
DRAWING NO.
SHEET NO.
D A
TE
R
E V
OF
JO
B
T
IT
LE
D R
A W
N B
Y
JO
B
N O
M
IS
C F
AB
P
C S
29026-010
4PO
R
TL
N
-1 0-
C -0
AV
IA
N P
R
ED
AT
IO
N D
ET
ER
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EN
T
AR
R
AY
P H
. I I
JO
H
N D
AY
L
O C
K
AN
D D
AM
10 10
G -1
D
C L
1/
/2
11/16 THRU
BOTH SIDES 7/8 THRU
11/16 THRU
BOTH SIDES
2 THRU
9/16 THRU
TYP. 2 PLCS.
0'
3"
6"
0' 2 1/
4"
5/
8"
R1 1/2" 6"
- 0
1/
0'
-0
H
O
LD
4 5/8"
0' 3" 6"
1/
H O
LD
0'
3"
6"
7"
- 0
'-0
0'
- 1
/3 2"
H
O
LD
0' 2 1/
8"
3/
4"
0'
3 1/4"
6 1/2"
0' 3 1/
2"
1/ 2"
1/
2"
7"
1/
H O
LD
0'
3/4"
3 1/4"
5 3/4"
6 1/2"
4 3/4"
4"
4"
R7/8" TYP.
2 1/4"
1/
4"
R1"
3/16"
1/2"
3"
5"
1/2"
1/ 2"
3/8"
NOTES:
1. TOLERANCES: ±1/16", ±0.5°
2. BREAK ALL SHARP EDGES.
3. THE SCALES LISTED ARE ACCURATE WHEN PRINTED
ON 22" X 34" SIZE DRAWINGS.
1 3/4"
9/16 THRU
3/32"
1"
1"
1/
D
E D
M A
SS
IN
FO
, I
N C
R E
AS
ED
H O
LE
S
IZ
E
2/
G
C
LE
VI
S
P
LA
TE
T
H
IC
KN
ES
S 2/
-B U
IL
TS 01 30 70.00 25-4, Item 4& 5, Case 7,8 & 11, As Const. dwgs Page 18 of 18
WINCH INSTALLATION, G.A.
SCALE 1 / 48
AVIAN LINES #38, 39, 41-48,50-58
DETAIL A
SCALE 1 / 8
AVIAN LINE #59 & 60
DETAIL D
SCALE 1 / 8
AVIAN LINE #49
OFFICE WALL CONNECTION
DETAIL B
SCALE 1 / 8
ROPE TERMINATION
1. THREAD ROPE THROUGH DRUM
2. SLIDE ON SOFT COPPER SLEAVE, FLARED ON ONE END
3. TIE OVERHAND KNOT IN ROPE. LEAVE ABOUT 4" TAIL
BEYOND KNOT. TAPE END OF ROPE TO AVOID FRAYING.
4. PULL ROPE BACK INTO DRUM AND WITH TENSION ON
ROPE, FIRMLY SEATING SLEAVE AND KNOT AGAINST
THE HOIST DRUM, TIGHTEN DOG-POINT SET SCREW
TO DEFORM COPPER SLEAVE AND GRIP THE ROPE.
5. ALLOW FOR A MINIMUM OF 5' OF ROPE WRAPPED ON
THE WINCH DRUM WHEN AVIAN LINE IS AT ELEVATION.
A
BILL OF MATERIALS
DESCRIPTIONQTYITEMSH#
PARAPET WINCH, AVIAN LINES #38,39,41-48,50-58112
ELEVATOR WINCH, AVIAN LINES #59 & 60123
OFFICE FLOOR MOUNT, AVIAN LINE #49134
D
B
EG EG
R
TE
D
ES
C
R
IP
TI
O
N C
H
KD
A
P
PR
R
EV
IS
IO
N H
IS
TO
R Y
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
E
C . R
E F.
C O
N
TR
A C
T N
O
D R
AW
IN
G T
IT
LE
R E
F.
D
R A
W
IN
G N
O
DRAWING NO.
SHEET NO.
D A
TE
R
E V
OF
JO
B
T
IT
LE
D R
A W
N B
Y
JO
B
N O
AV
IA
N L
IN
E
W
IN
C H
IN
ST
AL
LA
TI
O
N S
29026-011
4PO
R
TL
N
-1 0-
C -0
AV
IA
N P
R
ED
AT
IO
N D
ET
ER
R
EN
T
AR
R
AY
P H
. I I
JO
H
N D
AY
L
O C
K
AN
D D
AM
1 7
G -1
D
C L
5/
/2
NOTES:
1. SEE DRAWING #29026-009 FOR INSTALLATION FIXTURES AND ACCESS
NOTES.
2. SEE DRAWING #29026-010 FOR AVIAN LINE CONNECTIONS NOT SHOWN IN THIS SET.
3. SEE CONTRACT DRAWING SHEET ID G-102, AS CONSTRUCTED FOR LINE #'S & LOCATIONS.
4. DRAWING SCALES NOTED ON THIS DRAWING SET ARE ACCURATE
WHEN PRINTED AS 22X34 SIZE DRAWING.
5. PART NUMBER CALL OUT: (X-A,B, Y-C) = (SHEET# X-ITEM A & B, SHEET# Y-ITEM C)
6. WINCH AND STRUCTURAL DESIGN LOADS:
a. WINCH MUST BE ABLE TO PULL IN THE LINES UNDER 800 LBS. TENSION WITH
A HANDLE FORCE OF 20 LBS. OR LESS.
b. WINCH AND STRUCTURAL STATIC DESIGN LOAD: 8000 LBS.
7. ALIGN ALL WINCHES W/ AVIAN LINES PRIOR TO FIELD DRILLING MOUNTING HOLES.
ELEVATOR TOWER
NAVLOCK WALL
OFFICE CONNECTION
ELEVATOR AND NON-OVERFLOW SPILLWAY
JOHN DAY DAM
AVIAN PREDATION DETERRENT ARRAY, PHASE II
CONTRACT #W9127N-10-C-0010
CASE #8, BARREL CRANKS
WINCHES INSTALLED AT NORTH END OF AVIAN LINES
DRAWING LIST
SH # TITLE
1 AVIAN LINE WINCH INSTALLATIONS
2 NAVLOCK WALL WINCH INSTALL
3 ELEVATOR WINCH INSTALLATION
4 OFFICE FLOOR WINCH INSTALL
5 WINCH & BRACKET ASS'Y
6 WINCH MOUNT DETAILS
7 WINCH MOUNT DETAILS
HAND RAIL CUT
AWAY FOR CLARITY
6/
VI
S
E D
F O
R O
FF
IC
E F
LO
O
R M
O U
N T
B R
A C
K
ET
LINE #59 & 60
8/
VE
D L
IN
E
W
IN
C H
T O
P A
R
AP
E T
W
AL
L
SEE NOTE 7
SEE NOTE 7
SEE NOTE 7
8/
X
TE
N D
ED
F
LO
O
R M
O U
N T
TO
L
IF
T
LI
N
E C
LE
AR
O F
R
AI
4"
MIN. TAIL SS 5/16" X 1/4"
DOG-POINT
SET SCREW
1/4" X 1 1/4" LG. FLARED
SOFT COPPER SLEAVE
OVER-HAND KNOT
9/
D
ED
R
O P
E
TE
R M
IN
A
TI
O
N D
E
TA
IL
-B
U
IL
T
TS 01 30 70.00 25-4, Item 4& 5, Case 7,8 & 11, As Const. dwgs Page 2 of 18
David Lehto Text Box TS 01 30 70.00 25-4, Item 4, Case 8, 29026-011
(1-1) PARAPET WINCH, AVIAN LINES #38,39,41-48,50-58
SCALE 1 / 10
19 REQ'D (LINE #38, 39,41-48,50-58)
DETAIL E
SCALE 1 / 4
BILL OF MATERIALS
DESCRIPTIONDESCRIPTIONQTYITEMSH#
PARAPET WALL11
WINCH ANCHOR126
WINCH & BRACKET ASS'Y, RH135
Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 3/4 - 1034 Regular Helical Spring Lock Washers(Inch Series)ASME B18.21.1 - 3/435 Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 3/4-10 UNC - 2.2526
3/4" X 12" GALV. HILTI HY150 MAX-SD EXPOXY
ANCHOR, 10 1/4" MIN. EMBEDMENT
E
R
TE
D
ES
C
R
IP
TI
O
N C
H
KD
A
P
PR
R
EV
IS
IO
N H
IS
TO
R Y
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
E
C . R
E F.
C O
N
TR
A C
T N
O
D R
AW
IN
G T
IT
LE
R E
F.
D
R A
W
IN
G N
O
DRAWING NO.
SHEET NO.
D A
TE
R
E V
OF
JO
B
T
IT
LE
D R
A W
N B
Y
JO
B
N O
N
AV
LO
C
K W
AL
L
W
IN
C H
IN
ST
AL
L
29026-011
4PO
R
TL
N
-1 0-
C -0
AV
IA
N P
R
ED
AT
IO
N D
ET
ER
R
EN
T
AR
R
AY
P H
. I I
JO
H
N D
AY
L
O C
K
AN
D D
AM
2 7
G -1
D
C L
5/
/2
2' -2
/2
2'
-5
8"
7/ 8"
6 5
4 5
SEE NOTE 4
NOTES:
1. TOLERANCES: ±1/16", ±0.5°
2. BREAK ALL SHARP EDGES.
3. THE SCALES LISTED ARE ACCURATE WHEN PRINTED ON
22" X 34" SIZE DRAWINGS.
4. ALIGN WINCH WITH AVIAN LINE AND FIELD DRILL THE
ADDITIONAL MOUNTING HOLES.
2' -7
/8
2'-1 7/16"7 3/
8"
2'-2 1/2"
SEE NOTE 4
4' -1
3/
4" R
E F.
3' -1
/1 6"
6 4 5
2/
-B
U
IL
TS 01 30 70.00 25-4, Item 4& 5, Case 7,8 & 11, As Const. dwgs Page 3 of 18
(1-2) ELEVATOR WINCH, AVIAN LINES #59 & 60
1 REQ'D (LINE #59)
AVIAN LINE #59 & 60
NON-OVERFLOW WINCH LOWER ISO VIEW
SEE NOTE 5
DETAIL L
SCALE 1 / 8
AVIAN LINE #59 & 60
NON-OVERFLOW WINCH SIDE VIEW
DETAIL J
SCALE 1 / 8
AVIAN LINE #59 & 60
NON-OVERFLOW WINCH TOP VIEW
DETAIL K
SCALE 1 / 8
BILL OF MATERIALS
DESCRIPTIONDESCRIPTIONQTYITEMSH#
PARAPET WALL & ELEVATOR11
WINCH & BRACKET ASS'Y, LH225
WINCH ANCHOR236
Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 3/4-10 UNC - 2.2544 Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 3/4 - 1065 Regular Helical Spring Lock Washers(Inch Series)ASME B18.21.1 - 3/456
3/4" X 12" GALV. HILTI HY150 MAX-SD EXPOXY
ANCHOR, 10 1/4" MIN. EMBEDMENT
L
J
K
R
TE
D
ES
C
R
IP
TI
O
N C
H
KD
A
P
PR
R
EV
IS
IO
N H
IS
TO
R Y
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
E
C . R
E F.
C O
N
TR
A C
T N
O
D R
AW
IN
G T
IT
LE
R E
F.
D
R A
W
IN
G N
O
DRAWING NO.
SHEET NO.
D A
TE
R
E V
OF
JO
B
T
IT
LE
D R
A W
N B
Y
JO
B
N O
EL
EV
AT
O
R W
IN
C
H
IN
ST
AL
LA
TI
O N
29026-011
4PO
R
TL
N
-1 0-
C -0
AV
IA
N P
R
ED
AT
IO
N D
ET
ER
R
EN
T
AR
R
AY
P H
. I I
JO
H
N D
AY
L
O C
K
AN
D D
AM
3 7
G -1
D
C L
5/
/2
NOTES:
1. TOLERANCES: ±1/16", ±0.5°
2. BREAK ALL SHARP EDGES.
3. THE SCALES LISTED ARE ACCURATE WHEN PRINTED ON
22" X 34" SIZE DRAWINGS.
4. ALIGN WINCH WITH AVIAN LINE AND FIELD DRILL THE
ADDITIONAL MOUNTING HOLES.
5. USE EXISTING ANCHOR TO LOCATE THE WINCH ON THE WALL.
DRILL AND INSTALL REMAINING ANCHORS.
DAM DECK
ELEVATOR TOWER
1 1
4' 25'
LINE #59 & 60
8/
VI
S
ED
L
IN
E
L
O C
A
TI
O N
T O
P A
R A
PE
T
FR
O
M E
LE
V.
W A
LL
2'- 1/16" PARAPET WALL
2/
-B
U
IL
TS 01 30 70.00 25-4, Item 4& 5, Case 7,8 & 11, As Const. dwgs Page 4 of 18
(1-3) OFFICE FLOOR MOUNT, AVIAN LINE #49
SCALE 1/16
1 REQ'D
OFFICE WALL PLATFORM SHOWN
APPROXIMATELY. ACCESS WINCH VIA
LADDER FROM BELOW.
OFFICE WALL WINCH MOUNT, ISO VIEW
DETAIL M
SCALE 1 / 4
ANCHOR LAYOUT
SECTION EF-EF
SCALE 1/16
M
BILL OF MATERIALS
SH# ITEM QTY DESCRIPTION
1 1 OFFICE PLATFORM
5 2 1 WINCH & BRACKET ASS'Y, RH
7 3 1 OFFICE FLOOR BRACKET WELDMENT
4 3 ANSI B18.2.2 - 3/4 - 10
BILL OF MATERIALS
SH# ITEM QTY DESCRIPTION
5 2 ANSI/ASME B18.2.1 - 3/4-10 UNC - 2.25
6 3 ASME B18.21.1 - 3/4
7 4 HILTI 3/4 X 12 LG. HY150 MAX SD ANCHOR W/ 9 1/2" MIN EMBED
EF
EF
R
TE
D
ES
C
R
IP
TI
O
N C
H
KD
A
P
PR
R
EV
IS
IO
N H
IS
TO
R Y
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
E
C . R
E F.
C O
N
TR
A C
T N
O
D R
AW
IN
G T
IT
LE
R E
F.
D
R A
W
IN
G N
O
DRAWING NO.
SHEET NO.
D A
TE
R
E V
OF
JO
B
T
IT
LE
D R
A W
N B
Y
JO
B
N O
O
FF
IC
E
W
AL
L W
IN
C
H
IN
ST
AL
L
29026-011
4PO
R
TL
N
-1 0-
C -0
AV
IA
N P
R
ED
AT
IO
N D
ET
ER
R
EN
T
AR
R
AY
P H
. I I
JO
H
N D
AY
L
O C
K
AN
D D
AM
4 7
G -1
D
C L
5/
/2
NOTES:
1. TOLERANCES: ±1/16", ±0.5°
2. BREAK ALL SHARP EDGES.
3. THE SCALES LISTED ARE ACCURATE WHEN PRINTED ON
22" X 34" SIZE DRAWINGS.
4. ALIGN WINCH WITH AVIAN LINE AND FIELD DRILL THE
ADDITIONAL MOUNTING HOLES.
2'-3 9/16"
1/
1' -8
FIELD CUT AND BAND
CLEARANCE HOLE IN
PANEL TO AVOID
CONTACT W/ AVIAN
LINE.
NAVLOCK OFFICE
2'-8"
AVIAN WIRE
CLEARANCE
HOLE
3'-1 11/16"
HANDRAIL CUT
AWAY FOR
CLARITY
2'-3 1/2" 2'
-6
SEE NOTE 4
6/
VI
S
E D
F O
R O
FF
IC
E F
LO
O
R M
O U
N T
B R
A C
K
ET
53°~
ALIGN W/
AVIAN LINE
1' -7
1' -5
/8
2'-3 1/2"
53°
8/
VI
S
E D
F
LO
O R
M O
U N
T B
R A
C K
ET
H
EI
G
H T
2' -2
/4
1'-2 3/4"1'-1 1/2"
1/
2"
2/
BU
IL
TS 01 30 70.00 25-4, Item 4& 5, Case 7,8 & 11, As Const. dwgs Page 5 of 18
(2-3,4-3) WINCH & BRACKET ASS'Y, RH
20 REQ'D
WEIGHT: 156.57 lbmass
(3-2) WINCH & BRACKET ASS'Y, LH
SCALE 1 / 4
2 REQ'D W/ CRANK ON OPP. SIDE
(5-1) LOWER WINCH BRACKET
SCALE 1/4
51.41 lbmass
22 REQ'D
(5-9) AISC - 11x3/4 - 20
SCALE 1 / 4
22 REQ'D
MATERIAL: 3/4" PL.
BILL OF MATERIALS
DESCRIPTIONDESCRIPTIONQTYITEMSH#
LOWER WINCH BRACKET115
WINCH CLIP WELDMENT226
WINCH HANDLE BY AC&H13
AC&H AH-20, 1 TON WINCH, RH14
Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 285 Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1/2 - 1386 Regular Helical Spring Lock Washers(Inch Series)ASME B18.21.1 - 1/287 Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 3/8-16 UNC - 1(SUPPLIED BY WINCH MFG)88
BILL OF MATERIALS
DESCRIPTIONQTYITEMSH#
AISC - 11x3/4 - 2020.000 in96
WINCH CLIP WELDMENT21010
R
TE
D
ES
C
R
IP
TI
O
N C
H
KD
A
P
PR
R
EV
IS
IO
N H
IS
TO
R Y
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
E
C . R
E F.
C O
N
TR
A C
T N
O
D R
AW
IN
G T
IT
LE
R E
F.
D
R A
W
IN
G N
O
DRAWING NO.
SHEET NO.
D A
TE
R
E V
OF
JO
B
T
IT
LE
D R
A W
N B
Y
JO
B
N O
W
IN
C H
B
R
AC
KE
T
AS
S'
Y
29026-011
4PO
R
TL
N
-1 0-
C -0
AV
IA
N P
R
ED
AT
IO
N D
ET
ER
R
EN
T
AR
R
AY
P H
. I I
JO
H
N D
AY
L
O C
K
AN
D D
AM
5 7
G -1
D
C L
5/
/2
3/16
3 3/8"
0'2 1/
4"
1/
2"
/3
2"
/3 2"
1/
1/
4"
1/
2"
/3
2"
/3
2"
1/
0'
2 1/4" 3 1/2"
6" 6 1/2" 7 3/4"
9 3/4" 11"
1'-3 5/8" 1'-4 5/8"
19/32 THRU
TYP. 4 PLCS.
5/8 THRU
TYP. 4 PLCS.
1/2 THRU
TYP. 2 PLCS.
1/2 THRU
TYP. 2 PLCS.
27/32 THRU
TYP. 3 PLCS.
0' 1" 3 1/
2"
1/ 2"
3/
4"
1'
- 1
/4
1' -4
/1
6"
1' -7
/1
6" 1'
-8
0' 1 1/4"
3 1/4" 4 1/2"
5"
7 1/2" 8 3/4"
11"
27/32 THRU
TYP. 2 PLCS.
5/8 THRU
TYP. 8 PLCS.
3/4"
R1 1/2" TYP.
1' -7
/4
3/
1'-8 3/8"
7 3/8"
1' -7
/4
1' -6
/8
/8
1' -4
/8
NOTES:UNO
1. TOLERANCES: ±1/16", ±0.5°
2. BREAK ALL SHARP EDGES.
3. THE SCALES LISTED ARE ACCURATE WHEN PRINTED
ON 22" X 34" SIZE DRAWINGS.
4. GALV. AFTER FABRICATION
7/
1/4 1/4
5/
8"
1'-6 1/16" HOLD
2 1/2"
2/
-B
U
IL
TS 01 30 70.00 25-4, Item 4& 5, Case 7,8 & 11, As Const. dwgs Page 6 of 18
(2-2, 3-3) WINCH ANCHOR
SCALE 1/4
222.34 lbmass
21 REQ'D
MATERIALS: SEE BOM
(5-2,10) WINCH CLIP WELDMENT
SCALE 1/4
90 REQ'D
(6-3, 7-2) AISC - 10x1/2 - 10
SCALE 1/4
20 REQ'D
(6-7) WINCH CLIP GUSSET, PL 1"
SCALE 1/2
90 REQ'D
(5-10, 6-6) WINCH CLIP
SCALE 1/4
90 REQ'D
MATERIAL: FB 1/4" x 4"
BILL OF MATERIALS
DESCRIPTIONQTYITEMSH#
WINCH CLIP166
WINCH CLIP GUSSET, PL 1"176
BILL OF MATERIALS
DESCRIPTIONDESCRIPTIONQTYITEMSH#
Flat Bar SteelAISC - 1x22 - 26" LG26.000 in2 Flat Bar SteelAISC - 10x1/2 - 1010.000 in35 Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 3/4-10 UNC - 2.2514 TubeAISC - 4x4x3/825.250 in5
R
TE
D
ES
C
R
IP
TI
O
N C
H
KD
A
P
PR
R
EV
IS
IO
N H
IS
TO
R Y
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
E
C . R
E F.
C O
N
TR
A C
T N
O
D R
AW
IN
G T
IT
LE
R E
F.
D
R A
W
IN
G N
O
DRAWING NO.
SHEET NO.
D A
TE
R
E V
OF
JO
B
T
IT
LE
D R
A W
N B
Y
JO
B
N O
W
IN
C H
M O
U N
T D
ET
AI
LS
29026-011
4PO
R
TL
N
-1 0-
C -0
AV
IA
N P
R
ED
AT
IO
N D
ET
ER
R
EN
T
AR
R
AY
P H
. I I
JO
H
N D
AY
L
O C
K
AN
D D
AM
6 7
G -1
D
C L
5/
/2
NOTES:UNO
1. TOLERANCES: ±1/16", ±0.5°
2. BREAK ALL SHARP EDGES.
3. THE SCALES LISTED ARE ACCURATE WHEN PRINTED
ON 22" X 34" SIZE DRAWINGS.
4. GALV. AFTER FABRICATION
4 3
0'
10"
1'- 1/2"
1'-2"
1'-9 1/2"
1'-11"
2'- 1/2"
2'-8"
2'-9 1/2"
3'
7/8 THRU
TYP. 12 PLCS.
0'7"
1/
2"11 " 7"
1/
2" 11
THREAD ON COUPLER NUT
PRIOR TO GALVANIZING TO
PROTECT THREADS.
10"
7/8 THRU
10"
27/32 THRU
0' 4 1/
4"
/1 6"
1/
0' 1/2"
2 13/16" 3 3/16"
2' -2
0' 1" 10
/8
1' -1
/8
1'
-2
/8
0' 3/4"
3 1/4" 4"
3 3/8" - 0'-0" 0'- 1/32"+
R1/2"
1/ 2"
1"
6 1/16"
5 1/16"
15/32 THRU
TYP. 2 PLCS.
19/32 THRU
TYP. 4 PLCS.
6 1/16"
5 1/16"
1/ 4"3 3/8" - 0'-0"
0'- 1/32"+
19/32 THRU
TYP. 4 PLCS.
1/2 THRU
TYP. 2 PLCS.
0' 3/4"
3 1/4" 4"
0' 1" 10
/8
1' -1
/8
1'
-2
/8
1'-2 3/8"0'- 1/16"
BUT ALL SAME W/IN 1/32"
1/2(3/16) 1/2(3/16)
FILL TUBE WELD WITHIN
1/4" OF FLUSH
1/4
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TS 01 30 70.00 25-4, Item 4& 5, Case 7,8 & 11, As Const. dwgs Page 7 of 18
(7-2) AISC - 3x3/8 - 3
SCALE 1 / 2
1 REQ'D
MATERIAL FB, 3/8 X 3
(4-3) OFFICE FLOOR BRACKET WELDMENT
1 REQ'D
SCALE 1/4
BILL OF MATERIALS
DESCRIPTIONQTYITEMSH#
AISC - 4x4x3/8 11 AISC - 10x1/2 - 10126
ANSI/ASME B18.2.1 - 3/4-10 UNC - 2.2513
AISC - 11x1 1/4 - 1616.000 in
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NOTES:
1. TOLERANCES: ±1/16", ±0.5°
2. BREAK ALL SHARP EDGES.
3. THE SCALES LISTED ARE ACCURATE WHEN PRINTED ON
22" X 34" SIZE DRAWINGS.
4. GALV. AFTER FABRICATION.
3/4 THRU
R1 1/2"
3"
2"
3"
3/8"
0'
1'-2 3/4"
1'-4 7/16"
0' 1 1/4"
3"
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TS 01 30 70.00 25-4, Item 4& 5, Case 7,8 & 11, As Const. dwgs Page 8 of 18
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JDD-1.109-2/3
SHEET ID
G-001 G-002 G-100 G-101 G-102
S-400 S-401 S-500
DRAWING TITLE
DRAWING INDEX / GENERAL NOTES
PROJECT SITE, LOCAL VICINITY, AND DISTRICT BOUNDARY MAPS WITH PROJECT PHOTO
PLAN VIEW - FULL ARRAY
PLAN VIEW - NORTH SHORE TOWER LOCATIONS
PLAN VIEW - SOUTH SHORE TOWER LOCATIONS
INSTALLATION VIEWS - PENINSULA TOWERS, NAVIGATION LOCK, SPILLWAY
INSTALLATION VIEWS - OREGON SHORE TOWERS AND CARRIER LINES
WIRE ROPE SLING DETAILS
REVISION MARK
GENERAL
STRUCTURAL
DRAWING INDEX:
GENERAL NOTES:
1. THE CONTRACT DRAWINGS SHOW THE BASIC DESIGN AND PLACEMENT OF THE OREGON ANCHOR AND ASSOCIATED AVIAN LINES. THE CONTRACTOR SHALL CAREFULLY AND COMPLETELY REVIEW THE CONTRACT DRAWINGS PRIOR TO SUBMITTING THE AVIAN ARRAY REPAIRS (AAR) WORK PLAN. ALL DEFICIENCIES, INACCURACIES, OMISSIONS AND PROBLEMS RELATED TO FABRICATIONN SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE GOVERNMENT SO THAT ALL ISSUES CAN BE RESOLVED TO MINIMIZE DELAYS IN ORDERING MATERIALS
OR STARTING FABRICATION.
2. THE CONTRACTOR SHALL ALSO REFER TO REFERENCE DRAWING SETS FROM PREVIOUS CONTRACTS. REFERENCE DRAWINGS WILL BE
GOVERNMENT SUPPLIED.
3. LINES #1, #2, #3 WERE NOT INSTALLED ON AVIAN ARRAY. FIRST AVIAN LINE IS CALLED OUT AS #4.
4. LINES #38-#60 ARE INSTALLED WITH A BARREL CRANK WINCH AT THE NORTH END. THESE LINE ARE NOT INSTALLED WITH A WIRE ROPE
SLING OR DAMPENING ASSEMBLY AT THE NORTH END.
5. BARREL CRANK ROPE INSTALLATION INSTRUCTIONS. REFERENCE DRAWING #29026-011 FROM CONTRACT NO. W9127N-10-C-0010. FOR
ADDITIONAL DETAILS.
5.1 THREAD ROPE THROUGH DRUM
5.2 SLIDE ON COPPER SLEAVE, FLARED ON ONE END
5.3 TIE OVERHAND KNOT IN ROPE. LEAVE ABOUT 4" TAIL BEYOND KNOT. TAPE END OF ROPE TO AVOID FRAYING.
5.4 PULL ROPE BACK INTO DRUM AND WITH TENSION ON ROPE, FIRMLY SEATING SLEAVE AND KNOT AGAINST THE HOIST DRUM. TIGHTEN
DOG-POINT SET SCREW TO DEFORM COPPER SLEAVE AND GRIP THE ROPE.
5.5 ALLOW FOR A MINIMUM OF 5' OF ROPE WRAPPED ON THE WINCH DRUM WHEN AVIAN LINE IS AT ELEVATION.
6. ALL STAINLESS STEEL SHALL CONFORM TO ASTM A304, A308, A316 UNLESS OTHERWISE NOTED.
7. ALL REQUIRED BOLTS, CAPSCREWS, WASHERS, ETC. SHALL BE FURNISHED FOR A COMPLETE INSTALLATION EVEN IF NOT CALLED OUT IN
DRAWINGS.
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REFERENCE AS BUILTS, DRAWING PACKET 29026-001.
AND CONNECTION DETAILS SEE PWS, APPENDIX E -
SHORE TOWERS GENERAL ARRANGEMENT, LOCATION
1. FOR REFERENCE ONLY. FOR PENINSULA AND SOUTH
NOTES:
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IDENTIFICATION
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EXISTING PLAN VIEW - WASHINGTON SHORE
SCALE: 1" = 50' 050' 50'
SCALE: 1"= 50'
LINE 12
LINE 11
LINE 10
PENINSULA LINES, WASHINGTON SIDE
SEE S-400 FOR INSTALLATION VIEWS OF
2. LINES IN RED ARE TO BE RESTRUNG UNDER PHASE I
1. SEE G-001 FOR GENERAL NOTES.
NOTES:
N3N3
N1
N2N2
N1
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D B
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IDENTIFICATION
SHEET
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US Army Corps
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BORDER VERSION UPDATE [11-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
S O
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BORDER VERSION UPDATE [11-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
S O
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IC
IT
A T
IO
N N
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D E
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M A
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BORDER VERSION UPDATE [11-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
SCALE: 1"= 30'
30' 0 30'
EXISTING PLAN VIEW - OREGON SHORE
SCALE: 1" = 30'
LINE 10
LINE 11
LINE 12
LINE 39
LINE 43
LINE 61
LINE 63 LINE 68
LINE 70
LINE 73
LINE 77
EE-EAST EXISTING
WE-WEST EXISTING
3. EXISTING POLE DESIGNATION
2. LINES IN RED REPRESENT WIRE TO BE RESTRUNG FOR PHASE I
1. SEE G-001 FOR GENERAL NOTES.
NOTES:
EE
WE
'00.691 W"55'41°16S
S
'54.092 W"40'13°98S
S2
S3
C
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N O
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N A
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B Y
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C K
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B
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P
LO
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C A
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C O
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TR
A C
T N
O
SHEET
IDENTIFICATION
D A
TE
A
P
PR
D R
AW
IN
G N
U M
BE
R
US Army Corps of Engineers ®
P
LO
T D
AT
E
54321
D
C
B
A
SHEET OF
BORDER VERSION UPDATE [06-2013]
S-400
JO
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SCALE: 3"= 1'-0"
0 3" 6" 12"
SCALE:
PENINSULA TOWERS
WASHINGTON SHORE - EXISTING VIEW
NTS
LINES 10, 11, 12 EXTEND OVER
COVE OF WATER
N3 TOWER
N2 TOWER
N1 TOWER
SCALE:
EXISTING PENINSULA LINES NORTH/SOUTH ANCHOR POINTS
NTS
CARRIER LINE
1 - 1/8" GALV. WIRE ROPE CLAMP
TYP 2 PER CARRIER LINE CONNECTION
EXISTING AVIAN LINE. REMOVE
BROKEN REMAINS PRIOR TO
INSTALLATION OF NEW LINE
PENINSULA CARRIER LINE
1 - 1/8" GALV WIRE ROPE CLAMPS. KEEP EXISTING
CROSBY PN G-450 1 1/8" OR APPROVED EQUAL
TYP 2 PER CONNECTION. SEE NOTE 4
3/4" GALV SHACKLE
MCMASTER-CARR NO.3555T53
OR APPROVED EQUAL.
KEEP EXISTING. SEE NOTE 4
3/16" VECTRAN CABLE
(TO OREGON SHORE)
1/2" HEAVY DUTY
GALV. THIMBLE
CROSBY PN G414, #1037675
OR APPROVED EQUAL
KEEP EXISTING. SEE NOTE 4
SCALE:
AVIAN LINE TO CARRIER LINE PENINSULA
TYP - LINES 10, 11, 12 - WASHINTON SHORE CONNECTION
3" = 1'-0"
NOTES:
1. SEE G-001 FOR GENERAL NOTES.
2. AVIAN LINE MATERIAL IS GOV'T FURNISHED. LINES SHALL BE FIELD SPLICED PER
MANUFACTURER'S RECOMMENDATION. EACH SPLICE SHALL BE PERFORMED BY A
SKILLED LABORER PER MANUFACTURER'S RECOMMENDATION. EACH SKILLED LABORER
WHO MAY SPLICE THE LINE WILL NEED TO PROVE THEIR SPLICING APTITUDE. A
SUCCESSFUL TEST WILL MEET THE REQUIRED MINIMUM BREAKING STRENGTHS.
3. CONTRACTOR SHALL KEEP EXISTING VIBRATIONAL ISOLATOR AND JAW END FITTING
AT CONNECTIONS. NEW WIRE ROPE SLINGS WITH VECTRAN ROPE SHALL REPLACE
EXISTING CABLE SLING.
4. CONTRACTOR SHALL KEEP EXISTINGS WIRE ROPE CLAMPS AND SHACKLES. IF
EXISTING COMPONENTS ARE DAMAGED, CONTRACTOR SHALL REPLACE IN KIND AND
WITH APPROVAL BY COR.
SCALE:
AVIAN LINE CONNECTION - NAVIGATION LOCK, TYP
LINES 39, 43, 44, 45, 46, 48, 52, 53, 54, 55, 56, 57, 58, 59, 60
NTS
SCALE:
AVIAN LINE CONNECTION
SPILLWAY, TYP - LINES 61, 63, 68, 70, 73, 77
NTS
INSTALL NEW WIRE ROPE SLINGS.
SEE S-500 FOR DETAILS
KEEP EXISTING VIBRATIONAL ISOLATORS
AND JAW END FITTING
REMOVE CARABINER
C
IT
A
TI
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N O
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N A
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B
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D
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P
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C A
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C O
N
TR
A C
T N
O
SHEET
IDENTIFICATION
D A
TE
A
P
PR
D R
AW
IN
G N
U M
BE
R
US Army Corps of Engineers ®
P
LO
T D
AT
E
54321
D
C
B
A
SHEET OF
S-401
N D
A Y
LO
C
K
AN
D D
A M
A
VI
AN
A
R R
AY
IM
PR
O
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SCALE: 3"= 1'-0"
0 3" 6" 12"SCALE:
AVIAN LINE TO CARRIER LINE, PENINSULA
LINE 10 - OREGON SHORE CONNECTION
3" = 1'-0"
NEW WIRE ROPE SLING.
SEE S-500 FOR CABLE
LENGTHS AND DETAILS
1 - 1/8"GALV WIRE ROPE CLAMPS.
CROSBY PN G-450 1 1/8" OR
APPROVED EQUAL
TYP 2 PER CONNECTION
SEE NOTE 4
3/16" VECTRAN CABLE
(TO WASHINGTON SHORE)
S2 - S3 CARRIER LINE
SCALE:
OREGON SHORE S2 TOWER TYP, AVIAN LINES -
39, 43, 44, 45, 46, 48, 52, 54, 55, 56, 57, 58, 59, 60, 61
NTS
A
DETAIL
SCALE:A NTS
SCALE:
OREGON SHORE - WE TOWER
CONNECTION. TYP, AVIAN LINES - 70, 73, 77
NTS
REPLACE WITH 3/16" VECTRAN CABLE.
KEEP VIBRATIONAL ISOLATOR,
JAW END FITTING
AND DAMPER CLEVIS
SCALE:
AVIAN LINE TO CARRIER LINE
LINE 63, 68 - OREGON SHORE CONNECTION
3" = 1'-0"
3/4" GALV SHACKLE
MCMASTER-CARR NO.3555T53
OR APPROVED EQUAL.
KEEP EXISTING. SEE NOTE 4
1 - 1/8"GALV WIRE ROPE CLAMPS.
CROSBY PN G-450 1 1/8" OR
APPROVED EQUAL
TYP 2 PER CONNECTION
SEE NOTE 4
WE - S2 CARRIER LINE
3/16" VECTRAN
CABLE
SEE NOTE 2
1/2" HEAVY DUTY
GALV. THIMBLE
CROSBY PN G414, #1037675
OR APPROVED EQUAL
KEEP EXISTING.
SEE NOTE 4
SCALE:
AVIAN LINES 70, 73, 77 ANCHOR DETAILS
NTS
SCALE:
OREGON SHORE S3 TOWER
TYP, AVIAN LINES - 11 ,12
NTS
NEW WIRE ROPE SLING.
SEE S-500 FOR CABLE
LENGTHS AND DETAILS
NOTES:
1. SEE G-001 FOR GENERAL NOTES.
2. AVIAN LINE MATERIAL IS GOV'T FURNISHED. LINES SHALL BE FIELD SPLICED PER
MANUFACTURER'S RECOMMENDATION. EACH SPLICE SHALL BE PERFORMED BY A
SKILLED LABORER PER MANUFACTURER'S RECOMMENDATION. EACH SKILLED LABORER
WHO MAY SPLICE THE LINE WILL NEED TO PROVE THEIR SPLICING APTITUDE. A
SUCCESSFUL TEST WILL MEET THE REQUIRED MINIMUM BREAKING STRENGTHS.
3. CONTRACTOR SHALL KEEP EXISTING VIBRATIONAL ISOLATOR AND JAW END FITTING
AT CONNECTIONS. NEW WIRE ROPE SLINGS WITH VECTRAN ROPE SHALL REPLACE
EXISTING CABLE SLING.
4. CONTRACTOR SHALL KEEP EXISTINGS WIRE ROPE CLAMPS AND SHACKLES. IF
EXISTING COMPONENTS ARE DAMAGED, CONTRACTOR SHALL REPLACE IN KIND AND
WITH APPROVAL BY COR.
3/4" GALV SHACKLE
MCMASTER-CARR NO.3555T53
OR APPROVED EQUAL.
KEEP EXISTING. SEE NOTE 4
KEEP EXISTING
VIBRATIONAL ISOLATOR,
AND JAW END FITTING
NEW WIRE ROPE SLING.
SEE S-500 FOR CABLE
LENGTHS AND DETAILS
BILL OF MATERIALS
DESCRIPTIONPART NUMBERQTYITEM
GALVANIZED STEEL CABLE3/8" 6 X 19 GALV CABLE11
3/8 WIRE GALV. ROPE CLIPCROSBY PN 1010097 OR APPROVED
EQUAL
OPEN SWAGE SOCKETCROSBY PN 1054029 OR APPROVED
EQUAL.
GOVERNMENT FURNISHED3/16" VECTRAN ROPE14
GALV. WIRE ROPE THIMBLECROSBY G-414, PN 1037675, HOT
DIPPED GALVANIZED EXTRA HEAVY
3/8 THIMBLE, OR APPROVED EQUAL
BILL OF MATERIALS
DESCRIPTIONPART NUMBERQTYITEM
EXISTING. KINETIC PN RQ-525 C, RQ VIBRATIONAL
ISOLATOR
EXISTING. CROSBY HG-4037, PN 1072494, 3/4 X 9
GALV. JAW END FITTING
WIRE ROPE SLING ASSEMBLY18
PLAIN WASHER (INCH) TYPE A AND B. ANSI B18.22.1 - 3/4 - REGULAR - TYPE B19
HEX NUT (INCH SERIES) HEX NUTANSI B18.2.2 - 3/4 - 10210
SO
LI
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N A
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C
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B Y:
D
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B Y:
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SI
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SU
B
M
IT
TE
D
B Y:
P
LO
T S
C A
LE
C O
N
TR
A C
T N
O
SHEET
IDENTIFICATION
D A
TE
A
P
PR
D R
AW
IN
G N
U M
BE
R
US Army Corps of Engineers ®
P
LO
T D
AT
E
54321
D
C
B
A
SHEET OF
S-500
N D
A Y
LO
C
K
AN
D D
A M
A
VI
AN
A
R R
AY
IM
PR
O
VE
M
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SCALE: 3"= 1'-0"
0 3" 6" 12"
SCALE: 11
2"= 1'-0"
12" 9" 6" 3" 0 1'
SCALE:
WIRE ROPE SLING ASSEMBLY
3" = 1'-0"
SCALE:
WIRE ROPE SLING AND
DAMPENING ASSEMBLY - ISOMETRIC VIEW
1 1/2" = 1'-0"
3/16" AVIAN LINE AND
MACHINED THIMBLE
SECTION
SCALE:A 2'-0" = 1'-0"
VECTRAN 3/6" CABLE THIMBLE.
SEE MACHINE THIMBLE DETAILS.
THIS SHEET
16 REF. SEE NOTE 4
SYM
SYM
SYM
SYM
SCALE:
MACHINED THIMBLE
MATERIAL:
PER:
NO. REQD:
2'-0" = 1'-0"
1 1/2" OD X 1" ID SS TUBING
ASTM A304
1 PER WIRE ROPE SLING
R3
R1
TABLE 1 : WIRE ROPE SLING REINSTALLATION PER LINE
LINE SECTION LINE # SOUTH CONNECTION NORTH CONNECTION WIRE ROPE CUT LENGTH
PENINSULA 10
PENINSULA 11
PENINSULA 12
NAVIGATION LOCK 39 S2 TOWER : INSTALL WIRE ROPE SLING 10'-0"
NAVIGATION LOCK 43 S2 TOWER : INSTALL WIRE ROPE SLING 10'-0"
NAVIGATION LOCK 44 S2 TOWER : INSTALL WIRE ROPE SLING 12'-0"
NAVIGATION LOCK 45 S2 TOWER : INSTALL WIRE ROPE SLING 10'-0"
NAVIGATION LOCK 46 S2 TOWER : INSTALL WIRE ROPE SLING 12'-0"
NAVIGATION LOCK 48 S2 TOWER : INSTALL WIRE ROPE SLING 12'-0"
NAVIGATION…
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