Attachment_A_-_Drawing_Packet.pdf

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Attached to
Avian Array Line Repair - John Day Dam Federal contract opportunity
Solicitation number
W9127N-17-R-0007
Issued by
Department of the Army Corps of Engineers Engineering District Portland

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DRAWING NO.

JDD-1.109-0/1

JDD-1.109-0/2

JDD-1.109-0/3

JDD-1.109-0/4

JDD-1.109-0/5

JDD-1.109-2/1

JDD-1.109-2/2

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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LINE #10

LINE #77

Spil:WE243977SPILLWAY

Spil:WE262473SPILLWAY

Spil:WE276970SPILLWAY

Spil:S2-WE286968SPILLWAY

Spil:S2-We311163SPILLWAY

Spil:S2319661SPILLWAY

NL:S2317560NAVIGATION LOCK

NL:S2315459NAVIGATION LOCK

NL:S2309356NAVIGATION LOCK

NL:S2305354NAVIGATION LOCK

NL:S2288945NAVIGATION LOCK

NL:S2279539NAVIGATION LOCK

N3 - > N2:S3260412PENINSULA

N3 - > N2:S4 ->S3259911PENINSULA

N3 - > N2:S4 ->S3259610PENINSULA

CARRIER LINE LOCATIONDISTANCE (FT)LINE #SECTION

AVIAN LINE - ROPE REINSTALLATION

PLAN VIEW - FULL ARRAY

SCALE : 1" = 200'

0200' 200'

SCALE: 1"= 200'

CONTRACT

TO BE REPLACED UNDER

RED LINES INDICATE LINES

TAILRACE

JOHN DAY LOCK AND DAM

CARRIER LINES

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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

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SCALE: 1"= 30'

30' 0 30'

EXISTING PLAN VIEW - OREGON SHORE

SCALE: 1" = 30'

LINE 10

LINE 11

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LINE 39

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LINE 56 LINE 59

LINE 60

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LINE 63 LINE 68

LINE 70

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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:

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S

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S-400

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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, 45, 54, 56, 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

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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, 45, 54, 56, 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" 7 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

STAINLESS STEEL WIRE ROPE

THIMBLE

CROSBY MN G-414, PN 1038004, SS

EXTRA HEAVY 3/8 THIMBLE, OR

APPROVED EQUAL

BILL OF MATERIALS

DESCRIPTIONPART NUMBERQTYITEM

EXISTING. KINETIC PN RQ-525 C, RQ VIBRATIONAL

ISOLATOR

EXISTING. BROSTBY 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

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SCALE:

WIRE ROPE SLING ASSEMBLY

3" = 1'-0"

5 2

SCALE:

WIRE ROPE SLING AND

DAMPENING ASSEMBLY - ISOMETRIC VIEW

3" = 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

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 45 S2 TOWER : INSTALL WIRE ROPE SLING 10'-0"

NAVIGATION LOCK 54 S2 TOWER : INSTALL WIRE ROPE SLING 12'-0"

NAVIGATION LOCK 56 S2 TOWER : INSTALL WIRE ROPE SLING 12'-0"

NAVIGATION LOCK 59 S2 TOWER : INSTALL WIRE ROPE SLING 10'-0"

NAVIGATION LOCK 60 S2 TOWER : INSTALL WIRE ROPE SLING 12'-0"

SPILLWAY 61 S2 TOWER : INSTALL WIRE ROPE SLING SPILL TOWER : INSTALL WIRE ROPE SLING 10'-0" (SOUTH CONNECTION)

8'-0" (NORTH CONNECTION)

SPILLWAY 63 SPILL TOWER : INSTALL WIRE ROPE SLING 8'-0"

SPILLWAY 68 SPILL TOWER : INSTALL WIRE ROPE SLING 8'-0"

SPILLWAY 70 SPILL TOWER : INSTALL WIRE ROPE SLING 8'-0"

SPILLWAY 73 SPILL TOWER : INSTALL WIRE ROPE SLING 8'-0"

SPILLWAY 77 SPILL TOWER : INSTALL WIRE ROPE SLING 8'-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. THE SPLICE SHALL BE PERFORMED BY A

SKILLED LABORER. EACH SKILLED LABORER WHO MAY SPLICE THE LINE WILL NEED TO

PROVE THEIR SPLICING APTITUDE BY PERFORMING TWO SUCCESSFUL SPLICE TESTS.

RESULTS OF A SUCCESSFUL TEST WILL MEET THE REQUIRED MINIMUM BREAKING

STRENGTH. CONTRACTOR SHALL SUBMIT TEST RESULTS BEFORE THE SKILLED

LABORER SPLICES ROPE FOR AVIAN CONNECTION POINTS.

3. CONTRACTOR SHALL KEEP EXISTING VIBRATIONAL ISOLATOR AND JAW END FITTINGS

AT CONNECTIONS. IF EXISTING COMPONENTS ARE DAMAGED, CONTRACTOR SHALL

REPLACE IN KIND AND WITH APPROVAL BY COR.

SEE TABLE 1 FOR WIRE ROPE CUT LENGTH PER LINE

SEE NOTE 3

3/16" VECTRAN CABLE

SEE NOTE 2

QTY: 13

QTY: 13

John Day Avian Array Drawing Packet NOV8
JDD1.109_G100XXX-G-102-001
JDD1.109_G101XXX-G-103-000
JDD1.109_G102XXX-G-104-000
JDD1.109_S400XXX
JDD1.109_S401XXX
JDD1.109_G500XXX

File details come from the government source that posted it. Updated .