JD_AVIAN_ARRAY_PHASE_2_ADVERTISE_PLANS_R2.pdf
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1 DECIMAL PLACE
SAWING, FLAME CUTTING,
SHEARING, AND BREAKING
STRUCTURAL SHAPES AND
WELDING
3 DECIMAL PLACES
0.5
ANGULAR
0 DECIMAL PLACES
0.1
TOLERANCES UNLESS OTHERWISE SPECIFIED
2 DECIMAL PLACES
LINEAR FRACTIONAL
0.002" 0.010" 0.030"
"16± 1
GENERAL
1 DECIMAL PLACE
LINEAR DECIMAL
SO
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US Army Corps of Engineers ®
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G-001 1 6
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DRAWING NO.
JDD-1.111-0/1
JDD-1.111-0/2
JDD-1.111-0/3
JDD-1.111-0/4
JDD-1.111-0/5
JDD-1.111-0/6
JDD-1.111-3/1
JDD-1.111-3/2
JDD-1.111-3/3
JDD-1.111-3/4
JDD-1.111-3/5
JDD-1.111-3/6
JDD-1.111-3/7
JDD-1.111-3/8
JDD-1.111-3/9
JDD-1.111-3/10
JDD-1.111-3/11
SHEET ID
G-001 G-002 G-003 G-100 G-101 G-102
MO400
MO401
MO402
MO500
MN410
MD420
MS420
MS421
MS520
MS521
MP430
DRAWING TITLE
DRAWING INDEX / GENERAL NOTES
PROJECT SITE, LOCAL VICINITY, AND DISTRICT BOUNDARY MAPS WITH PROJECT PHOTO
LINE LENGTHS TABLE
PLAN VIEW - FULL ARRAY
PLAN VIEW - NORTH SHORE TOWER LOCATIONS
PLAN VIEW - SOUTH SHORE TOWER LOCATIONS
INSTALLATION VIEWS - OREGON SHORE, EE TOWER AND CARRIER LINE
INSTALLATION VIEWS - OREGON SHORE, S2 AND WE TOWER
INSTALLATION VIEWS - OREGON SHORE, S4, S3 TOWERS AND S4/S3 CARRIER LINE
WIRE ROPE SLING DETAILS
INSTALLATION VIEWS - WASHINGTON SHORE PENINSULA TOWERS AND NAVIGATION LOCK
SPILLWAY TOWER DEMOLITION VIEWS
SPILLWAY TOWER ASSEMBLY
SPILLWAY TOWER RETROFIT
SPILLWAY TOWER DETAILS 1
SPILLWAY TOWER DETAILS 2
POWERHOUSE LINES ASSEMBLY
REVISION MARK
GENERAL
MECHANICAL
DRAWING INDEX:
FOR INFORMATION ONLY (FIO)
1. FIO DRAWINGS ARE IN SEPARATE FILE AND GOVERNMENT SUPPLIED. LIST OF FIO DRAWING PACKETS ARE BELOW AND IN THE FOLLOWING ORDER:
a. AS BUILTS, BOYSTON ENGINEERING, ORIGINAL TOWER FOUNDATIONS (2009)
b. AS BUILTS, SABRE, NORTH AND SOUTH SHORE TOWERS (2010)
c. AS BUILTS, KNIGHT CONSTRUCTION, ORIGINAL AVIAN PREDATION DETERRENT (2010)
d. AS BUILTS, FOLLOW ON CONTRACT, AVIAN LINE DAMPENING (2011)
e. AS BUILTS, AVIAN LINE WINCH INSTALLATION (2011)
f. DRAWING PLANS, JOHN DAY AVIAN ARRAY IMPROVEMENTS, PHASE I (2016)
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 FABRICATION 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 REFER TO FIO DRAWING SETS FROM PREVIOUS CONTRACTS. FIO 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. NAVIGATION LOCK - BARREL CRANK ROPE INSTALLATION INSTRUCTIONS. REFER TO FIO DRAWINGS, AS BUILTS, AVIAN LINE WINCH INSTALLATION (2011)
FOR ADDITIONAL DETAILS.
a. THREAD ROPE THROUGH DRUM
b. SLIDE ON COPPER SLEAVE, FLARED ON ONE END
c. TIE OVERHAND KNOT IN ROPE. LEAVE ABOUT 4" TAIL BEYOND KNOT. TAPE END OF ROPE TO AVOID FRAYING.
d. 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.
e. ALLOW FOR A MINIMUM OF 5' OF ROPE WRAPPED ON THE WINCH DRUM WHEN AVIAN LINE IS AT ELEVATION.
5. ALL REQUIRED BOLTS, CAPSCREWS, WASHERS, ETC. SHALL BE FURNISHED FOR A COMPLETE INSTALLATION EVEN IF NOT CALLED OUT IN DRAWINGS.
GENERAL MECHANICAL AND STRUCTURAL NOTES:
1. UNLESS OTHERWISE NOTED, ALL STEEL COMPONENTS SHALL BE HOT DIPPED GALVANIZED. GALVANIZING OF STEEL WITH CONFORM TO ASTM A123 UNLESS
OTHERWISE NOTED.
2. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, ASTMA572, OR ASTM A992 STANDARDS AS NOTED IN THE DRAWINGS. SEE SPECIFICATION SECTION 05
50 14.00 25 FOR STRUCTURAL WELDING OF STEEL.
3. ALL WELDS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED.
4. ALL CARBON STEEL BOLTS, NUTS, AND WASHERS USED FOR STRUCTURAL STEEL CONNECTIONS SHALL BE OF THE MATERIAL, GRADE, TYPE, CLASS STYLE AND
FINISH INDICATED BELOW UNLESS NOTED OTHERWISE:
a. BOLTS - ASTM A325, TYPE 1, GALVANIZED.
b. NUTS - ASTM A563, TYPE 1, GALVANIZED.
c. PLAIN WASHERS - ASTM F436, TYPE 1, GALVANIZED.
5. BREAK ALL CORNERS AND EDGES UNLESS SHOWN OTHERWISE.
6. LINEAR UNITS ARE IN FEET AND INCHES AND ANGULAR UNITS ARE DEGREES, UNLESS SHOWN OTHERWISE.
7. PERFORM WELDING OF CARBON STEEL IN ACCORDANCE WITH AWS D1.1.
DISTRICT BOUNDARY MAP
PROJECT PHOTO
LOCAL VICINITY MAP
EXIT 109
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HN DAY DAM ROAD
JOHN DAY DAM LANE
JOHN DAY DAM ROAD
TO WASHINTON STATE HWY 14
INTERSTATE
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STATE BOUNDARY
LOCAL VICINITY MAP
INTERSTATE
EXIT 109
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JOHN DAY DAM LANE
JOHN DAY DAM ROAD
TO WASHINTON STATE HWY 14
OREGON
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SCALE: 1"= 600'
600'600'
SCALE:
JOHN DAY PROJECT SITE MAP
1'-0" = 600'
PENINSULA TOWERS.
SEE MN410 FOR DETAILS
OREGON SHORE SEE
MO400, MO401,
MO402 FOR DETAILS
NAVIGATION LOCK SEE
MN410 FOR DETAILS
SPILLWAY. SEE MS420 FOR
SPILLWAY TOWER MODIFICATION
DETAILS
JOHN DAY POWERHOUSE
SEE MP430 FOR DETAILS
JOHN DAY
TAILRACE
NOTES:
1. SEE G-001 FOR GENERAL NOTES.
2. SEE SPECIFICATION 01 10 10.00 25
FOR ACCESS AGREEMENTS AND
WORK AREAS.
GILES FRENCH
PARK
JOHN DAY
DAM
JOHN DAY
ANTICIPATED CONTRACTOR
MOBILIZATION/STAGING AREA
COORDINATE FINAL STAGING
AREA WITH THE COR
PRIOR TO MOBILIZATION
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G-003 3 6
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NOTES:
1. SEE G-001 FOR GENERAL NOTES
2. REFER TO SPECIFICATION SECTION 01 11 00.00 25 FOR GOVERNMENT PROVIDED LINES.
3. LINES 39, 43, 44, 45, 46, 48, 52, 53, 54, 55, 56, 57, 58, 59, 60 WERE RESTRUNG IN PHASE I AND WILL NOT BE RESTRUNG FOR PHASE
II.
4. REFER TO MO500 FOR WIRE ROPE SLING ASSEMBLY AND DETAILS.
5. "AVIAN LINE FACTORY CUT LENGTH" SHALL BE THE LENGTH OF UNSPLICED VECTRAN ROPE, GOVERNMENT PROVIDED.
SEE NOTE 5
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CARRIER LINES
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FLOW OF WATER
TAILRACE
JOHN DAY
4. SEE G-003 FOR LINE LENGTHS AND DETAILS.
3. LINES HIGHLIGHTED IN GREEN WILL BE INSTALLED FOR PHASE II.
PHASE II.
2. LINES HIGHLIGHTED IN ORANGE WERE INSTALLED FOR PHASE I AND WILL NOT BE INSTALLED FOR
1. LINES 1 TO 3 (HIGHLIGHTED IN RED) ARE NOT INSTALLED AND WILL NOT BE INSTALLED FOR PHASE II.
NOTES:
NTS
FULL AVIAN ARRAY PLAN VIEW
SCALE:
SEE NOTE 1
FOR ACCURATE LOCATIONS REFER TO FOI
EXACT LOCATION OF PENINSULA TOWERS.
PLAN VIEW DOES NOT SHOW
DRAWING PACKETS
B C
O E
S
SPILLWAY
LINES 59 TO 79
POWERHOUSE
LINES 80 - 128
NO POWERHOUSE
LINES WILL
BE INSTALLED
FOR PHASE II
PENINSULA
LINES 4 - 37
NAVIGATION
LOCK
LINES 38 - 58
CARRIER
LINES
SEE NOTE 2
JD
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P .E
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AND LOCATIONS.
DRAWINGS FOR PENINSULA TOWER ELEVATIONS
OF PENINSULA TOWERS. SEE REFERENCE
PLAN VIEW DOES NOTE SHOW EXACT LOCATION
LINE 4
SEE NOTE 1
LINE 43
LINE 39. SEE NOTE 3
S O
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IDENTIFICATION
SHEET
D A
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A P
P R
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IN
G N
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B E
R of Engineers
US Army Corps
IDENTIFICATION
SHEET
of Engineers
US Army Corps
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IN
G N
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B E
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NOTES:
1. SEE G-001 FOR GENERAL NOTES.
2. LINES 1-3 (HIGHLIGHTED IN RED) ARE NOT INSTALLED AND WILL NOT BE INSTALLED FOR
PHASE II.
3. LINES HIGHLIGHTED IN ORANGE WERE INSTALLED FOR PHASE I AND WILL NOT BE
INSTALLED FOR PHASE II.
4. LINES HIGHLIGHTED IN GREEN SHALL BE REINSTALLED FOR PHASE II.
5. SEE G-003 FOR LINE LENGTHS AND RIGGING DETAILS.
WASHINGTON SHORE
BETWEEN N1 AND N2 TOWERS
NOTE: COVE OF WATER
N1
N2
N3
N
AVI
G
ATI
O N L
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ALL
N
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STR
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JOHN DAY DAM TAILRACE
PLAN VIEW - PENINSULA LINES
SCALE: NTS
WASHINGTON SHORE
SCALE: NTS
LINE AND CONNECTION DETAILS.
CARRIER LINES. REFER TO MP-201 FOR CARRIER
N3N3
N1
N2
N1
N2
P
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G-102
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M P
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B C
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D B
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BORDER VERSION UPDATE [11-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
S O
L
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A T
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BORDER VERSION UPDATE [11-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
S O
L
IC
IT
A T
IO
N N
O
F
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A M
E
D E
S
IG
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D B
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M A
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D A
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S
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BORDER VERSION UPDATE [11-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
EXISTING PLAN VIEW - OREGON SHORE
SCALE: NTS
5. SEE G-003 FOR LINE LENGTHS AND DETAILS.
4. LINES HIGHLIGHTED IN GREEN SHALL BE REINSTALLED FOR PHASE II.
SHALL BE PERFORMED FOR PHASE II.
3. LINES HIGHLIGHTED IN ORANGE WERE INSTALLED FOR PHASE I. NO MODIFICATIONS
FOR PHASE II.
2. LINES 1-3 (HIGHLIGHTED IN RED) ARE NOT INSTALLED AND SHALL NOT BE INSTALLED
1. SEE G-001 FOR GENERAL NOTES.
NOTES:
EE
WE
'00.691 W"55'41°16S
S
'54.092 W"40'13°98S
LINE 79
S2
S3
PL
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TO
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PL
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C O
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N O
SHEET
IDENTIFICATION
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B
ER
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MO400
1 11
JO
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DETAIL
SCALE:2 NTS
SCALE:
OREGON SHORE - EE TOWER
AVIAN LINES - 91 TO 128
NTS
KEEP EXISTING JAW END FITTING
AND DAMPER CLEVIS
SCALE:
CARRIER LINE - WE TO EE TOWER
LINES 80 TO 90
NTS
REPLACE EXISTING
SHACKLE WITH NEW
3/4" GALV SHACKLE
CROSBY PN G-2130
OR APPROVED EQUAL.
1 - 1/8"GALV WIRE ROPE CLAMPS.
CROSBY PN G-450 1 1/8" OR
APPROVED EQUAL. TYP 2
WE - EE CARRIER LINE
NEW 7/64"
VECTRAN ROPE
SEE NOTE 2
REPLACE OLD THIMBLE
WITH NEW 7/64" SS THIMBLE.
SEE MO500 FOR DETAILS
NOTES:
1. SEE G-001 FOR GENERAL NOTES.
2. REFER TO SPECIFICATION SECTION 01 11 00.00 25 FOR LINES THAT WILL BE GOVERNMENT
SUPPLIED. LINES SHALL BE SPLICED ONLY BY THOSE PERSONNEL WHO HAVE MET THE
REQUIREMENTS FOR FIELD SPLICES AS INDICATED IN SPEC SECTION 13 10 11.00 25.
3. CONTRACTOR SHALL REUSE EXISTING JAW END FITTING AND DAMPER CLEVIS AT CONNECTIONS.
REFER TO MO500 FOR NEW VIBRATIONAL ISOLATOR OR APPROVED EQUAL.
DETAIL
SCALE:1 NTS
REPLACE WITH 7/64"
VECTRAN ROPE
REPLACE WITH
7/64" VECTRAN ROPE.
SEE G-003 FOR LINE
LENGTHS AND DETAILS.
REFER TO FIO DRAWINGS FOR
FOUNDATION, TOWER AND
CONNECTION DETAILS.
SEE G-001
REFER TO FIO DRAWINGS FOR
DAMPER CLEVIS DIMENSIONS.
SEE G-001
REPLACE EXISTING
VIBRATIONAL ISOLATOR
WITH NEW VIBRATIONAL
ISOLATOR. SEE MO500
FOR VIBRATIONAL
ISOLATOR DETAILS.
SCALE:
WE & EE TOWER- DAMPER CLEVIS CONNECTION ASSEMBLY
SEE NOTE 3
LI
C
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A
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N O
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N A
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P
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SC
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C O
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TR
A C
T N
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SHEET
IDENTIFICATION
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TE
A
P
PR
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R
US Army Corps of Engineers ®
P
LO
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SHEET OF
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MO401
2 11
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LO
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N A
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G O
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JD
D
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X .D
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S
P O
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A N
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SCALE:
OREGON SHORE S2 TOWER
TYP, AVIAN LINES - LINES 30 TO 61
NTS
SCALE:
OREGON SHORE - WE TOWER
AVIAN LINES - 70 TO 79
NTS
SCALE:
CARRIER LINE - S2 TO WE TOWER
LINES 62 TO 69
NTS
REPLACE EXISTING
SHACKLE WITH NEW
3/4" GALV SHACKLE
CROSBY PN G-2130
OR APPROVED EQUAL.
INSTALL NEW
1 - 1/8" GALV WIRE ROPE CLAMPS.
CROSBY PN G-450 1 1/8" OR
APPROVED EQUAL. TYP 2
WE - S2 CARRIER LINE
REPLACE WITH
3/16" VECTRAN
ROPE. SEE
NOTE 2
REPLACE EXISTING THIMBLE
WITH NEW THIMBLE.
3/8" HEAVY DUTY
STAINLESS STEEL THIMBLE.
SEE MO500 FOR DETAILS.
SCALE:
WE TOWER - ANCHOR DETAILS
NTS
NOTES:
1. SEE G-001 FOR GENERAL NOTES.
2. REFER TO SPECIFICATION SECTION 01 11 00.00 25 FOR VECTRAN ROPE THAT WILL BE GOVERNMENT SUPPLIED. LINES SHALL BE SPLICED ONLY BY THOSE PERSONNEL WHO HAVE MET THE REQUIREMENTS
FOR FIELD SPLICES AS INDICATED IN SPEC SECTION 13 10 11.00 25.
3. CONTRACTOR SHALL REUSE EXISTING JAW END FITTING AND DAMPER CLEVIS AT CONNECTIONS.
REFER TO MO500 FOR NEW VIBRATIONAL ISOLATOR OR APPROVED EQUAL. NEW WIRE ROPE SLINGS
WITH VECTRAN ROPE SHALL REPLACE EXISTING CABLE SLING.
KEEP EXISTING
JAW END FITTING
INSTALL NEW WIRE ROPE
SLING. SEE MO500 FOR CABLE
LENGTHS AND DETAILS
DETAIL
SCALE:1 NTS
REFER TO FIO DRAWINGS
FOR DAMPER CLEVIS DETAILS
SEE G-001
KEEP EXISTING DAMPER CLEVIS,
AND JAW END FITTING.
REFER TO FIO DRAWINGS FOR
FOUNDATION, TOWER AND
CONNECTION DETAILS.
SEE G-001
REPLACE EXISTING
VIBRATIONAL ISOLATOR
WITH NEW VIBRATIONAL
ISOLATOR. SEE MO500
FOR VIBRATIONAL
ISOLATOR DETAILS.
REPLACE EXISTING
VIBRATIONAL ISOLATOR
WITH NEW VIBRATIONAL
ISOLATOR. SEE MO500
FOR VIBRATIONAL
ISOLATOR DETAILS.
NOTE 3
SEE DAMPER CLEVIS ASSEMBLY
ON MO400
C
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A
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D E
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SI
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P
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C A
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C O
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T N
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SHEET
IDENTIFICATION
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TE
A
P
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R
US Army Corps of Engineers ®
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SHEET OF
BORDER VERSION UPDATE [06-2013]
MO402
3 11
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LO
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4, S
TO
W E
R A
N D
S 4/
S3 C
A R
R
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IN
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A
R O
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G 2E
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LA
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G 2E
C D
A M
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JA
M
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-1
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-3 /3
AN
S
I D
JD
D 1.
1_
M O
2X
X X
.D
.S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
PO
R
TL
AN
D
D
IS
TR
IC
T
PO
R
TL
A N
D , O
R
REPLACE EXISTING
SHACKLE WITH NEW
3/4" GALV SHACKLE
CROSBY PN G-2130
OR APPROVED EQUAL.
INSTALL NEW 1 - 1/8" GALV
WIRE ROPE CLAMPS.
CROSBY PN G-450 1 1/8" OR
APPROVED EQUAL. TYP 2
INSTALL NEW WIRE ROPE SLING.
SEE MO500 FOR CABLE
LENGTHS AND DETAILS
INSTALL NEW 3/16"
VECTRAN ROPE
SEE NOTE 2
SCALE:
S4 - S3, S3 - S2 CARRIER LINE
AVIAN LINES 5-10, 25-29
NTS
SCALE:
OREGON SHORE S3 TOWER
TYP, AVIAN LINES - 11 TO 24
NTS
DETAIL
SCALE:2 NTS
SCALE:
OREGON SHORE S4 TOWER
TYP, AVIAN LINES - 3 AND 4
NTS
DETAIL
SCALE:1 NTS
KEEP EXISTING
JAW END FITTING
REPLACE EXISTING
VIBRATIONAL ISOLATOR
WITH NEW VIBRATIONAL
ISOLATOR. SEE MO500
FOR VIBRATIONAL
ISOLATOR DETAILS.
SEE NOTE 3.
INSTALL NEW WIRE ROPE SLING.
SEE MO500 FOR CABLE
LENGTHS AND DETAILS
INSTALL NEW WIRE ROPE SLING.
SEE MO500 FOR CABLE
LENGTHS AND DETAILS
NOTES:
1. SEE G-001 FOR GENERAL NOTES.
2. REFER TO SPECIFICATION SECTION 01 11 00.00 25 FOR LINES THAT WILL BE
GOVERNMENT SUPPLIED. LINES SHALL BE SPLICED ONLY BY THOSE PERSONNEL WHO
HAVE MET THE REQUIREMENTS FOR FIELD SPLICES AS INDICATED IN SPEC SECTION 13
10 11.00 25.
3. CONTRACTOR SHALL REUSE EXISTING JAW END FITTING AT CONNECTIONS. REFER TO
MO500 FOR NEW VIBRATIONAL ISOLATOR OR APPROVED EQUAL. NEW WIRE ROPE
SLINGS WITH VECTRAN ROPE SHALL REPLACE EXISTING CABLE SLING.
REFER TO FIO DRAWINGS FOR
FOUNDATION, TOWER AND
CONNECTION DETAILS.
SEE G-001
LINE 3 NOT INSTALLED AND WILL
NOT BE INSTALLED FOR PHASE II
LINE 3 NOT
INSTALLED
LINES 1-3 ARE NOT INSTALLED
CARRIER LINE
KEEP EXISTING
JAW END FITTING.
SEE NOTE 3.
REPLACE EXISTING
VIBRATIONAL ISOLATOR
WITH NEW VIBRATIONAL
ISOLATOR. SEE MO500
FOR VIBRATIONAL
ISOLATOR DETAILS.
SEE NOTE 3.
BILL OF MATERIALS
DESCRIPTIONPART NUMBERQTYITEM
GALVANIZED STEEL CABLE. REFER TO
SPECIFICATION SECTION 13 10 11.00 25
3/8" 6 X 19 EIPS GALV CABLE11
3/8 WIRE GALV. ROPE CLIPCROSBY PN 1010097 OR APPROVED EQUAL32
OPEN SWAGE SOCKET CROSBY S-501B SERIES PN 1054029 OR
APPROVED EQUAL.
REFER TO SPECIFICATION SECTION 13 10
11.00 25
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
KINETICS PN RQ-525 C, RQ VIBRATION
ISOLATORS
KEEP EXISTING. SEE NOTE 3.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 NUT.
INSTALL SECOND NUT UNDER VIBRATION
ISOLATOR. SEE FIO FOR DETAILS
ANSI B18.2.2 - 3/4 - 10210
SO
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P
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C O
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SHEET
IDENTIFICATION
D A
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A
P
PR
D R
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IN
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US Army Corps of Engineers ®
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MO500
4 11
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A
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D S
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A
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G 2E
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AN
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D 1.
1_
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X X
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C O
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IN
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PO
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TL
AN
D
D
IS
TR
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T
PO
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TL
A N
D , O
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A
SCALE: 3"= 1'-0"
0 3" 6" 12"
B
SCALE:
WIRE ROPE SLING ASSEMBLY
3" = 1'-0"
SCALE:
WIRE ROPE SLING AND
DAMPENING ASSEMBLY - ISOMETRIC VIEW
NTS
MACHINED THIMBLE
SECTION
SCALE:B 1'-0" = 1'-0"
4"
8"
1"
VECTRAN ROPE THIMBLE.
SEE MACHINE THIMBLE DETAILS
16"
SYM
SYM
SYM
SCALE:
3/16" VECTRAN ROPE
MACHINED THIMBLE
MATERIAL:
PER:
NO. REQD:
1'-0" = 1'-0"
1 3/4" OD X 1" ID SS TUBING
TYPE 304
1 PER WIRE ROPE SLING
R3 16"
R1 16"
NOTES:
1. SEE G-001 FOR GENERAL NOTES.
2. REFER TO SPECIFICATION SECTION 01 11 00.00 25 FOR LINES THAT WILL BE GOVERNMENT SUPPLIED. LINES SHALL BE SPLICED ONLY BY THOSE PERSONNEL WHO HAVE MET THE REQUIREMENTS FOR FIELD SPLICES AS INDICATED IN
SPEC SECTION 13 10 11.00 25.
3. CONTRACTOR SHALL KEEP EXISTING JAW END FITTINGS AT CONNECTIONS. IF EXISTING COMPONENTS ARE DAMAGED, REPLACE IN KIND AND WITH APPROVAL BY COR. PURCHASE 20 JAW END FITTINGS TO HAVE ON-HAND IF NECESSARY TO REPLACE. IF REPLACEMENT IS NOT NECESSARY, CONTRACTOR SHALL PROVIDE REMAINING JAW END
FITTINGS TO THE GOVERNMENT.
SEE G-003 FOR WIRE ROPE CUT LENGTH PER LINE
VECTRAN ROPE
SEE NOTE 2
QTY: SEE G-003
DETAIL
SCALE:1 NTS
SCALE:
7/64" VECTRAN ROPE
MACHINED THIMBLE
MATERIAL:
PER:
NO. REQD:
1'-0" = 1'-0"
1 1/2" OD X 1" ID SS TUBING
TYPE 304
1 PER WIRE ROPE SLING
SECTION
SCALE:A 1'-0" = 1'-0"
2"
8"
1"
R1 8"
R1
16"ROUND SHARP EDGE
ROUND SHARP EDGE
WITH 7/64" VECTRAN ROPE.
WITH 3/16" VECTRAN ROPE.
INSTALL NEW COTTER PIN IN KIND
AFTER REINSTALL
C
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C A
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T N
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SHEET
IDENTIFICATION
D A
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A
P
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D R
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IN
G N
U M
BE
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US Army Corps of Engineers ®
P
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T D
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54321
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SHEET OF
BORDER VERSION UPDATE [06-2013]
MN410
5 11
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TI
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N V
IE
W
S W
A S
H
IN
G
TO
N S
H O
R E
P
E N
IN
SU
LA
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O W
E R
S A
N D
N A
V
IG
AT
IO
N L
O C
K
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D S
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7/
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AN
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JD
D 1.
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0X
XX
.D
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. A R
M Y
C O
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F E
N G
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E R
S
PO
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TL
AN
D
D
IS
TR
IC
T
PO
R
TL
A N
D , O
R
SCALE:
AVIAN LINE TO CARRIER LINE PENINSULA
TYP - LINES 4 TO 37 - WASHINGTON SHORE CONNECTION
NTS
NOTES:
1. SEE G-001 FOR GENERAL NOTES.
2. REFER TO SPECIFICATION SECTION 01 11 00.00 25 FOR LINES THAT WILL BE
GOVERNMENT SUPPLIED. LINES SHALL BE SPLICED ONLY BY THOSE PERSONNEL WHO
HAVE MET THE REQUIREMENTS FOR FIELD SPLICES AS INDICATED IN SPEC SECTION 13
10 11.00 25.
3. REFER TO FIO DRAWINGS FOR PENINSULA TOWER FOUNDATION, AS BUILTS AND
CARRIER LINE DETAILS. SEE G-001
SCALE:
NAVIGATION LOCK - WINCH CONNECTION
TYP LINES 40, 41, 42, 47, 49, 50, 51
NTS
REFER TO FIO DRAWINGS FOR DETAILS
EXISTING 1 1/8" WIRE ROPE CARRIER LINE.
NEW 1 1/8" WIRE ROPE CLAMPS.
CROSBY PN G-450
OR APPROVED EQUAL.
TYP 2 PER CONNECTION
3/16" VECTRAN ROPE.
NEW 3/4" BOLT TYPE
ANCHOR SHACKLE
CROSBY PN G-2130
OR APPROVED EQUAL
NEW 3/8" HEAVY DUTY GALV THIMBLE
REFER TO G-001 FOR AVIAN LINE INSTALLATION METHOD
ALONG THE NAVIGATION LOCK.
CAREFULLY REVIEW CARRIER AND
PENINSULA TOWER FIO DRAWINGS PRIOR
TO SENDING OUT WORK PLAN.
C
IT
A
TI
O N
N O
FI
LE
N A
M E
D R
AW
N
B Y
C
H E
C K
E D
B Y:
D
ES
IG
N
E D
B Y:
D E
SC
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IP
TI
O N
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AR
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D
AT
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SI
ZE
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B
M
IT
TE
D
B Y:
P
LO
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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
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G N
U M
BE
R
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AT
E
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C
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SHEET OF
BORDER VERSION UPDATE [06-2013]
MD420
6 11
JO
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LO
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IM
PR
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M
EN
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PH
A
PI
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W A
Y T
O W
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D E
M O
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XX
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C O
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F E
N G
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E R
S
PO
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TL
AN
D
D
IS
TR
IC
T
PO
R
TL
A N
D , O
R
SCALE: 3"= 1'-0"
0 3" 6" 12"
NOTES:
1. SEE G-001 FOR GENERAL NOTES.
2. REFER TO FIO DRAWINGS FOR SPILLWAY TOWER AS-BUILTS.
DEMO EXISTING ANCHOR DAMPENING ASSEMBLY
SEE MS421 FOR NEW SPILLWAY TOWER RETROFIT
REMOVE EXISTING TOP OF SPILLWAY TOWER
CAP PLATE. SEE MS520 FOR NEW SPILLWAY
TOWER TOP CAP PLATE DETAILS.
SCALE:
DEMO VIEW: SPILLWAY WALKWAY, TYP LINES 61-79
NTS
SCALE:
DEMO VIEW: SPILLWAY TOWER CAP PLATE
3" = 1'-0"
SCALE:
DEMO VIEW: TOP OF SPILLWAY TOWER
NTS
DEMO EXISTING TOP CAP PLATE
OLD EXISTING DAMPENING ASSEMBLY
NOT SHOWN. TYP ALL SPILLWAY TOWERS
SPILLWAY TOWER
LI
C
IT
A
TI
O N
N O
FI
LE
N A
M E
D R
AW
N
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C
H E
C K
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D
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IG
N
E D
B Y:
D E
SC
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IP
TI
O N
M
AR
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D
AT
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SI
ZE
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
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PR
D R
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BE
R
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MS420
7 11
JO
H
N D
A Y
LO
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K
AN
D D
A M
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VI
AN
A
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IM
PR
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M
EN
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PH
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LW
A
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O W
E R
A S
SE
M
LY
D S
EY
A
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/2 4/
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LA
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AN
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D 1.
1_
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0X
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M Y
C O
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S O
F E
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IN
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E R
S
PO
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TL
AN
D
D
IS
TR
IC
T
PO
R
TL
A N
D , O
R
SCALE:
SPILLWAY TOWER - AVIAN LINE CONNECTION
NTS
DETAIL
SCALE:1 NTS
EXISTING CONCRETE
(WALKWAY)
PARAPET WALL AND
GANTRY CRANE RAIL
NOT TO SCALE. FOR
VISUAL REFERENCE
ONLY
NOTES:
1. SEE G-001 FOR GENERAL NOTES.
2. ITEMS LISTED ARE BASIS OF DESIGN. CONTRACTOR SHALL
USE ITEMS OR APPROVED EQUAL.
3. QUANTITY SHOWN IS PER TOWER. CONTRACTOR SHALL
PROCURE ITEMS FOR ALL NINETEEN AVIAN TOWERS ALONG
SPILLWAY.
4. BOLTED CONNECTIONS SHALL BE FASTENED USING ASTM
A325X BOLTS FULLY PRETENSIONED PER AISC STEEL
CONSTRUCTION MANUAL 14TH EDITION.
AVIAN LINES 61-79 (19 TOTAL)
SEE NOTE 3
SEE NOTE 2
BILL OF MATERIALS
ITEM QTY PART DESCRIPTION
1 1 TOWER EXISTING SPILLWAY TOWER
2 1 MCMASTER-CARR #3417T45 HEAVY DUTY MOUNTED PULLEY. WITH TURN BEARINGS. 7000 LB WORK LOAD LIMIT
3 1 VECTRAN ROPE 3/16" VECTRAN ROPE PER SPECIFICATION SECTION 13 10 11.00 25. SEE G-003 FOR
LINE LENGTHS
4 1 (WT) - WT 9X43 STRUCTURAL
TEE PULLEY TEE SUPPORT. SEE MS520 FOR DETAILS.
5 1 THERN M492B SPUR GEAR WINCH WITH BRAKE, 10,000 LOAD LIMIT
6 4 3/4" BOLTS 3/4" ASTM A325 X BOLTS FULLY PRETENSIONED WITH CORRESPONDING NUTS AND
WASHERS
7 1 WINCH SUPPORT BRACKET SEE MS521 FOR DETAILS
8 1 MCMASTER-CARR #12555K91 FEMALE THREADED 3 5/8" STEEL ADAPTER. INSTALL A CORRESPONDING MALE CAP.
SEE MS520
9 1 MCMASTER-CARR #12555K78 FEMALE THREADED 2 5/8" STEEL ADAPTER. INSTALL A CORRESPONDING MALE CAP.
SEE MS520
10 4 1/2" BOLTS 1/2" ASTM A325 X BOLTS FULLY PRETENSIONED WITH CORRESPONDING NUTS AND
WASHERS
SEE NOTE 4
TO OREGON SHORE
10 SEE NOTE 4
NEW CAP PLATE.
SEE MS520 FOR DETAILS.
REMOVE WINCH HANDLE.
COORDINATE WITH WINCH MFR
TO ADD CUSTOM FIT SOCKET
FOR A DRILL MOTOR. SEE
SPECIFICATION SECTION
41 22 23.00 25.
C
IT
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P
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T N
O
SHEET
IDENTIFICATION
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TE
A
P
PR
D R
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G N
U M
BE
R
US Army Corps of Engineers ®
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SHEET OF
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MS421
8 11
JO
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N D
A Y
LO
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LW
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TR
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PO
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TL
A N
D , O
R
12" 0
SCALE: 12"= 1'-0"
1' 2' 3' 4'
NOTES:
1. SEE G-001 FOR GENERAL, MECHANICAL AND STRUCTURAL NOTES.
2. SEE MD420 FOR CAP PLATE DEMO. REMOVE GALVANIZED COATING FROM THE
EXISTING SPILLWAY TOWER AND BRACKET FOR WELD AREAS PRIOR TO WELDING
THE TOP CAP PLATE AND BOTTOM CAP PLATE PER APPROVED GALVANIZED
COATING REMOVAL PROCEDURE. TOUCH UP UNCOATED OR DAMAGED AREAS
AFTER INSTALLATION PER APPROVED PROCEDURE FOR FIELD GALVANIZING
DAMAGED COATING. TOUCH UP UNCOATED OR DAMAGED AREAS USING ASTM
A780 ZINC RICH PAINT OR APPROVED ALTERNATIVE.
SPILLWAY TOWER PLAN VIEW
1/2" = 1'-0"
1/4"
NEW BOTTOM
CAP PLATE
SEE NOTE 2
6'-4" REF
EXISTING
STEEL TOWER
WINCH
WINCH BRACKET
SEE MS521
1/4"
WELD NEW STRUCTURAL CAP
TOP PLATE. WT SUPPORT,
SHEAVE AND AVIAN LINE
REMOVED FOR CLARITY.
SEE NOTE 2
FILL AVIAN SPILLWAY TOWERS
WITH CLEAN DRY SAND.
SAND SHALL BE ADDED UNTIL
IT IS WITHIN 6" FROM THE
NEW STRUCTURAL CAP TOP
PLATE. SAND SHALL BE UNIFORM
AND HOMOGENOUS, FREE FROM
DELETERIOUS MATERIAL
CONTRACTOR SHALL PROVIDE A
SAMPLE OF SAND TO COR FOR
APPROVAL PRIOR TO FILLING THE
TOWERS. SAND MAY ONLY BE
FILLED IN TOWERS ON A DAY
WITH NO RAIN TO PREVENT
WATER FROM FILLING TOWER.
ALLOW FOR CONTINGENCY IN
SCHEDULE.
A
VIEW
SCALE:B 5/8" = 1'-0"
SECTION
SCALE:A 5/8" = 1'-0"
C M
S
DM
S
'-0
" R E
F
ADAPTER PARAPET WALL
GANTRY CRANE RAIL
NOT TO SCALE.
FOR VISUAL REFERENCE ONLY.
EL. 264.5'
WALKWAY
TYP AVIAN LINES 61-79 (19 TOTAL)
2' -3
1/4"
1/4"TYP
TOP OF PARAPET WALL
TOP OF CRANE GUIDE RAIL
C
IT
A
TI
O N
N O
FI
LE
N
AM
E
D R
AW
N
B Y:
C H
EC
K
ED
B
Y
D
ES
IG
N
ED
B
Y:
D E
SC
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IP
TI
O N
M A
R K
D
AT
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SI
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B
M
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TE
D
B Y:
P
LO
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SC
A
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C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
D
AT
E
AP
PR
D R
AW
IN
G N
U M
B
ER
US Army Corps of Engineers ®
PL
O
T D
AT
E
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SHEET OF
BORDER VERSION UPDATE [06-2013]
MS520
9 11
JO
H
N D
AY
L
O C
K A
N D
D
AM
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A N
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P
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E N
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H A
IL
LW
AY
T O
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E
TA
IL
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R S
/2
4/
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1.
- 3 /9
AN
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I D
JD
D 1.
1_
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X
XX
.D
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. A R
M Y
C O
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S O
F E
N G
IN
E
E R
S P
O R
TL
A
N D
D
IS
TR
IC
T P
O R
TL
A
N D
, O R
SCALE: 3"= 1'-0"
0 3" 6" 12"
NOTES:
1. SEE G-001 FOR GENERAL NOTES.
2. MATCH PULLEY BOLT HOLE PATTERN. SUBMIT SHOP DRAWINGS FOR APPROVAL.
3. TOP CAP PLATE AND BOTTOM CAP PLATE ASSEMBLIES SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION.
4. BREAK ALL CORNERS AND EDGES
SYM
SYM
SCALE:
STRUCTURAL
TEE 9x43
MATERIAL:
PER:
NO. REQD:
3" = 1'-0"
GALVANIZED CARBON STEEL
ASTM A572 GRADE 50
1 PER TOWER
SYM 12"
4" REF
STRUCTURAL STEEL TUBE
13"
8" THRU. CONFIRM
NECESSARY SIZE FOR ADAPTER
PRIOR TO FABRICATION.
TOP CAP PLATE
MATERIAL:
PER:
NO. REQD:
3" = 1'-0"
GALVANIZED CARBON STEEL
ASTM A572 GRADE 50
1 PER TOWER
STRUCTURAL
STEEL TUBESYM
1/2" THICK
PLATE
BOTTOM CAP PLATE
PER:
NO. REQD:
3" = 1'-0"
GALVANIZED CARBON STEEL
ASTM A572 GRADE 50
1 PER TOWER
13"
8" THRU. CONFIRM NECESSARY
SIZE FOR ADAPTER PRIOR TO
FABRICATION.
SEE MS420 FOR
BASIS OF DESIGN
ITEM CALLOUT SEE MS420 FOR
BASIS OF DESIGN,
ITEM CALLOUT
1/8"
1/8"
16" (TYP)
3/16" TYP
STRUCTURAL
TEE
VIEW
SCALE:
C
MS421 3" = 1'-0"
R1
4 (TYP) SEE NOTE 5
VIEW
SCALE:
D
MS421 3" = 1'-0"
BOTTOM CAP PLATE
TOP CAP PLATE
2"
2"
2 TYP
1/2" THICK PLATE
2"
2"
R1
4 (TYP) SEE NOTE 5
SEE NOTE 3
SEE NOTE 3
8"
SEE NOTE 2
2"
SE
E
N O
TE
9" REF
C
IT
A
TI
O N
N O
FI
LE
N A
M E
D R
AW
N
B Y
C
H E
C K
E D
B Y:
D
ES
IG
N
E D
B Y:
D E
SC
R
IP
TI
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AR
K
D
AT
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SI
ZE
SU
B
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IT
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D
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P
LO
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C A
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C O
N
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T N
O
SHEET
IDENTIFICATION
D A
TE
A
P
PR
D R
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IN
G N
U M
BE
R
US Army Corps of Engineers ®
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LO
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SHEET OF
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MS521
9 11
JO
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N D
A Y
LO
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K
AN
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A M
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AY
IM
PR
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M
EN
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PH
A
IL
LW
A
Y T
O W
ER
D
ET
A
IL
-M
IC
H A
EL
M
A S
TE
R
S
/2 4/
G 2E
C D
JM
M
G 2E
C D
M D
H W
N
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AT
T D
. H
AN
SO
N
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-1
.1
-3 /9
AN
S
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JD
D 1.
1_
M S
1X
X X
.D
.S
. A R
M Y
C O
R P
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F E
N G
IN
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E R
S
PO
R
TL
AN
D
D
IS
TR
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T
PO
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TL
A N
D , O
R
12" 0
SCALE: 12"= 1'-0"
1' 2' 3' 4'
SCALE: 11
2"= 1'-0" 12" 9" 6" 3" 0 1'
NOTES:
1. SEE G-001 FOR GENERAL NOTES.
2. REMOVE GALVANIZING FROM THE EXISTING SPILLWAY TOWER AND BRACKET PRIOR TO
WELDING PER APPROVED GALVANIZED COATING REMOVAL PROCEDURE. TOUCH UP
UNCOATED OR DAMAGED AREAS AFTER INSTALLATION PER APPROVED PROCEDURE FOR
FIELD GALVANIZING DAMAGED COATING. TOUCH UP UNCOATED OR DAMAGED AREAS USING
ASTM A780 ZINC RICH PAINT OR APPROVED ALTERNATIVE.
3. WINCH BRACKET ASSEMBLY IS TO BE HOT DIPPED GALVANIZED.
4. MATCH BOLT HOLE PATTERN IN WINCH BRACKET ASSEMBLY TO WINCH BASEPLATE. SUBMIT
SHOP DRAWING FOR APPROVAL.
5. FIELD VERIFY AVIAN TOWER DIMENSIONS PRIOR TO FABRICATION OF WINCH SUPPORT
BRACKET TO DETERMINE CORRECTNESS OF FIT AND MATCHING COMPONENT PARTS.
DIMENSIONS MAY VARY PER TOWER.
16" (TYP)
SEE NOTE 4
1' -0
1'
-3
2"
0'-8"
1'-5" 2'
-0
2" PL
1'-8" REF
1/4 1/4
(TYP)
L 4 X 4 X 12 (TYP)
CJP (TYP)
2' -1
4"
3'-0"
SCALE:1 1 1/2" = 1'-0"
VIEW
WINCH SUPPORT BRACKET
PER:
NO. REQD:
1 1/2" = 1'-0"
CARBON STEEL
ASTM A572 GRADE 50
1 PER TOWER
'-1
4"
R E
F
1'-0"
1" WELD ACCESS HOLE (TYP)
LI
C
IT
A
TI
O N
N O
FI
LE
N A
M E
D R
AW
N
B Y
C
H E
C K
E D
B Y:
D
ES
IG
N
E D
B Y:
D E
SC
R
IP
TI
O N
M
AR
K
D
AT
E:
SI
ZE
SU
B
M
IT
TE
D
B Y:
P
LO
T S
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
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IN
G N
U M
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R
US Army Corps of Engineers ®
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MP430
11 11
JO
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A Y
LO
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AN
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IM
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PH
A
PO
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R H
O U
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L
IN
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S S
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/2
4/
G 2E
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AN
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C O
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F E
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S
PO
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TL
AN
D
D
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TR
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T
PO
R
TL
A N
D , O
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SCALE:
POWERHOUSE LINES
TYP - LINES 80 TO 128
NTS
NOTES:
1. SEE G-001 FOR GENERAL NOTES.
2. REFER TO SPECIFICATION SECTION 01 11 00.00 25 FOR LINES THAT WILL BE GOVERNMENT FURNISHED. LINES SHALL BE SPLICED ONLY BY THOSE PERSONNEL WHO HAVE MET THE REQUIREMENTS FOR FIELD SPLICES AS INDICATED IN SPEC
SECTION 13 10 11.00 25.
3. QUANTITY SHOWN IS PER LINE. CONTRACTOR SHALL PROCURE ITEMS FOR ALL CONNECTION POINTS ALONG THE
POWERHOUSE (LINES 80-128).
3. REFER TO FOI PACKET FOR POWERHOUSE CONNECTION AS-BUILTS. SEE G-001.
DETAIL
SCALE:1 NTS
BILL OF MATERIALS
ITEM QTY PART DESCRIPTION
1 1 PARAPET WALL
2 1 ANSI B18.22.1 - 3/4 -10 UNC - 2 HEX BOLT UNC (REGULAR THREAD) INCH WITH
CORRESPONDING TYPE B WASHER
3 FORMED CLEVIS BASE, 1/2" PLATE KEEP EXISTING
4 FORMED CLEVIS, 1/2" PLATE KEEP EXISTING
5 2 ANSI/ASME B18.2.1 - 5/8 - 11 UNC - 1.75 HEX BOLT - UNC (REGULAR THREAD - INCH)
6 2 ANSI B18.2.2 - 5/8 - 11 HEX NUT (INCH SERIES) HEX NUT
7 1 KINETICS PN RQ-525 C RQ VIBRATIONAL ISOLATOR. SEE MO500 FOR
ASSEMBLY DETAILS
8 1 WIRE ROPE SLING ASSEMBLY SEE MO500 FOR DETAILS. SEE G-003 FOR WIRE ROPE
SLING LENGTH
9 2 ANSI/ASME B18.2.1 - 1/2-13 UNC - 1.25 HEX BOLT - UNC (REGULAR THREAD - INCH)
10 2 ANSI B18.2.1 - 1/2 - 13 HEX NUT (INCH SERIES)
7/64" VECTRAN ROPE
SEE SPECIFICATION SECTION
13 10 11.00 25
PARAPET WALL NOT TO SCALE.
FOR REFERENCE ONLY
KEEP EXISTING JAW END FITTING.
POWERHOUSE PARAPET WALL
SCALE:
POWERHOUSE LINE CONNECTION
SIDE ELEVATION VIEW
| JDD1.111_G001XXXX |
| JDD1.111_G002XXX |
| JDD1.111_G003XXX |
| JDD1.111_G100XXX |
| JDD1.111_G101XXX |
| JDD1.111_G102XXX |
| JDD1.111_MD420XXX |
| JDD1.111_MN410XXX |
| JDD1.111_MO400XXX |
| JDD1.111_MO401xxx |
| JDD1.111_MO402XXX |
| JDD1.111_MO500XXX |
| JDD1.111_MP430XXX |
| JDD1.111_MS420XXX |
| JDD1.111_MS421XXX |
| JDD1.111_MS520XXX |
| JDD1.111_MS521XXX |
| XXXx.xxx_G-001CSD-COVER SHEET ANSI-D-000 |
File details come from the government source that posted it. Updated .