Attachment 1 - RTR_Fence_Drawings_18Sep2020.pdf
PDF 13 MB Posted
- Attached to
- Right Tailrace Security Fence Relocation Federal contract opportunity
- Solicitation number
- W9128F20Q0096
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps
®of Engineers
US Army Corps
U .S
A R
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Omaha District
Omaha District of Engineers
US Army Corps
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
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SECTION
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PROJECT COORD.
DATE
DATE
DATE
DATE
CHIEF, DESIGN BRANCH
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF DRAWINGS IN THIS SET.
ENGINEERING DIVISION, P.E.
CHIEF,
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152
AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR
THIS PROJECT WAS DESIGNED BY THE OMAHA DISTRICT OF THE US ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES
ENGINEERING & SCIENCES BRANCH
CHIEF, GEOTECHNICAL
ENGINEERING BRANCH
CHIEF, HYDROLOGIC
FUELS
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SECURITY FENCE RELOCATION - PART 2
RIGHT TAILRACE
BIG BEND DAM, SOUTH DAKOTA
SEPTEMBER 2020
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Plotted 18 Sep 2020 ADVERTISEMENT SET
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®of Engineers
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U .S
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Plotted 18 Sep 2020
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RTR_fence_CX107_1.dgn
RTR_fence_CX106_1.dgn
RTR_fence_CX105_1.dgn
RTR_fence_CX104_1.dgn
RTR_fence_GI103_1.dgn
RTR_fence_GI102_1.dgn
RTR_fence_GI101_1.dgn
RTR_fence_GI100_1.dgn
DRAWING FILE NAME
CX107
CX106
CX105
CX104
GI103
GI102
GI101
GI100
SHEET NO.
RIGHT TAILRACE SECURITY FENCE DETAILS 1
RIGHT TAILRACE SECURITY RIPRAP SECTION ELEV VIEWS
RIGHT TAILRACE SECURITY EAST SECTION ELEV VIEWS
RIGHT TAILRACE SECURITY FENCE PLAN VIEW
PROJECT AERIAL
PROJECT LOCATION
DRAWING INDEX
DRAWING COVER SHEET
DESCRIPTION
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ADVERTISEMENT SET
L A K E S H A R P E
VICINITY MAP
CONTRACT
LOCATION
PROJECT
N
OFFICE
GOOD SOLDIER CR.
PUBLIC USE AREA
MARINE STORAGE
BUILDING
WATER
TREATMENT
BUILDING
POWERHOUSE
OVERLOOK AREA14
,2
,0
E1450
,2
,0
,2
,0
622,000 N
624,000 N
626,000 N
628,000 N
630,000 N
632,000 N
LANDING
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,2
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AIRSTRIP ROAD
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230 KV POWERLINES
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CREST ROAD AND
HWY. 47W
BOAT BASIN
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POWERHOUSE ACCESS ROAD
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STATION
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INDIAN SERVICE
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RELOCATED LOWER BRULE
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B U F F A L O CO.
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Reliance
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CHAMBER LAIN
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ADMINISTRATION &
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20.49FT
N SIGN
463.28FT
242.48FT
226.47FT
13.76FT
361.64FT
328.28FT
1359.706
1359.817
1359.820
1359.823
1359.836
1359.837
1359.867
1359.867
1359.868
1359.897
1359.898
1359.902
1359.935
1359.939
1359.952
1359.954
1359.957
1359.969
1359.996
1360.023
1360.026
1360.136 1360.1361360.141
1360.1991360.216
8 IN PVC
8 IN PVC
(POWER HOUSE)
1420.282
1420.291
1420.315
1420.317
1420.323
1420.325
1420.339
1420.348
1420.348
1420.358
1420.400
1420.421
1420.451
1420.466
E
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N
SEE NOTE 2.
RIPRAP SECTION
EXISTING SECURITY FENCE
SEE NOTE 1.
RIPRAP SECTION
NEW & RELOCATED SECURITY FENCE
SEE NOTE 3.
RELOCATED SECURITY FENCE
S O
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SHEET ID
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CX104
R
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R T
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C X .d g n
REVISION 1
S E
P
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IS
S U
E D R
E A
M
IN
IN
G W
O R
K F
R O
M O
R
IG
IN
A L C
O N
T R
A C
HAS BEEN COMPLETED.
3. RELOCATION OF FENCE ALONG SOUTH, EAST AND WEST SECTIONS
2. SECURITY FENCE GATE RELOCATION REMAINS TO BE COMPLETED.
1. SECURITY FENCE OVER RIPRAP REMAINS TO BE COMPLETED.
GENERAL NOTES
3.33FT
7.00FT
1.50FT
4.00in 4.00in
1.00FT 1.00FT
6.00in 8.00in
4.00in
ELEVATION VIEW
EAST FENCE SECTION
4.00in
GEOTEXTILE
TOP TENSION WIRE
ON TOP OF GRADE (TYP.)
3" FRACTURED ROCK
FOOTING (TYP.)
CONCRETE
INTERMEDIATE TENSION WIRE
CORNER POST
LINE POST (TYP.)
BOTTOM RAIL
3.33FT
4.00in
3.00in
1.00in BOTTOM OF FENCE FABRIC INTO ROCK
END ELEVATION VIEW
EAST FENCE SECTION
FENCE FABRIC
CONCRETE FOOTING
TOP OF GRADE
GEOTEXTILE
BOTTOM RAIL
( 1 LAYER)
ON TOP OF GRADE
3 INCH FRACTURED ROCK
1.00FT
FABRIC
LINE POST ATTACHMENTS
ROUND POSTH-BEAM
OF FABRIC)
TOP AND BOTTOM
AND WITHIN 4" FROM
WIRE (15" O.C. MAX.
9- GAGE STEEL TIE
OF FABRIC)
TOP AND BOTTOM
AND WITHIN 4" FROM
WIRE (15" O.C. MAX.
9- GAGE STEEL TIE
(12" O.C. MAX.)
9-GAGE TIE WIRES
S O
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A T
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B
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U .S
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M Y C
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P S O
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SHEET ID
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Plotted 18 Sep 2020
R
IG
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A
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E A
S T S
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N E
L E
V A
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IO
N V
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W S F
O O
T N
G D
E T
IL
OF FENCE.
2. GEOTEXTILE AND ROCK SHALL EXTEND 2 FEET ON EACH SIDE
AND 3" FRACTURED ROCK INSTALLED.
1. ALL NEW AND EXISTING FENCES SHALL HAVE GEOTEXTILE
GENERAL NOTES
REVISION 1
R T
R fe n c e
C X .d g n
S E
P
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IS
S U
E D R
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A
IN
IN
G W
O R
K F
R O
M O
R
IG
IN
A L C
O N
T R
A C
T
.3
F
T
25.00FT (FOOTING)
1 1/4" PIPE (1.66" OD) RAILS
BARBED WIRE & EXTENSION ARMS
WIRE
TENSION
BOTTOM
FENCE
5.00FT
1.33FT
.0
F T
5.00FT MAX.
.3
F
T .0
F
T .7
F
T
SIDE ELEVATION VIEW
RIPRAP FENCE SECTION
2.5
OF ROAD AT FENCE)
(BOTTOM OF NORTH SIDE
1377.38 FT. ELEV
(ORIGINAL STAGE II EXCAVATION)
TAILRACE BOTTOM
1330 FT. ELEV
.0
F
T
22.00FT
.0
F
T
.0
F
T
.0
F
T
.0
F
T
59.00FT (FOOTING)
0.68FT
3.57FT (VERIFY)
(TYP. TAILRACE WATER LEVEL)
1354.00 FT. ELEV
EXISTING RIPRAP
.5
F
T
0.17FT
30 FT LONG
NEW 8" H-PILING (3 EACH)
(GALVANIZED STEEL)
IN FOOTINGS
POST SLEEVES
FENCE FOOTING
NEW CONCRETE
(NO SLEEVE - THIS POST ONLY)
GATE POST
PAVEMENT
EXISTING ROAD
1.00FT
0.75FT
4 EACH, 1/2" REBAR
END ELEVATION VIEW
RIPRAP FENCE SECTION
FOR LEVELING & SLOPE
ROUGH POUR CONCRETE IN RIPRAP
FENCE POSTS ON SLOPE
3" MIN. TYP. PIPE FOR
CONCRETE FOOTING, 12" X 12"
WITH PEENED END
1/2" x 4 1/2" CARRIAGE BOLT
GALVANIZED STEEL PIPE SLEEVE
3 1/2" TYP.
8" X 18" @ 12" ON CENTERS
1/2" U-BENT REBAR
1.00FT
FABRIC
LINE POST ATTACHMENTS
ROUND POSTH-BEAM
OF FABRIC)
TOP AND BOTTOM
AND WITHIN 4" FROM
WIRE (15" O.C. MAX.
9- GAGE STEEL TIE
OF FABRIC)
TOP AND BOTTOM
AND WITHIN 4" FROM
WIRE (15" O.C. MAX.
9- GAGE STEEL TIE
(12" O.C. MAX.)
9-GAGE TIE WIRES
S O
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2 3 4 5 6 7 8 9 10
®of Engineers
US Army Corps
U .S
A R
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P S O
F E
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Plotted 18 Sep 2020
R
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CX106
PRE-MAUNFACTURED NON-PERMANENT FORMS.
THIS MAY BE ACCOMPLISHED WITH WOOD FORMS OR
FURNISHING ANY FORMING OR CASING FOR THE NEW FOOTING.
5. CONCRETE FROMS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR
1 INCH WHERE DETERMINED IN ACCORDANCE WITH ASTM C 143.
4. SLUMP: THE CONCRETE SLUMP SHALL BE 2 INCHES PLUS OR MINUS
IMMEDIATELY AFTER DISCHARGE FROM THE MIXER.
CONCRETE OF 5 TO 7 PERCENT, BASED ON MEASUREMENT MADE
3. AIR CONTENT: MIXTURES SHALL HAVE AN AIR CONTENT BY VOLUME OF
AGGREGATE SHALL BE 1-1/2 INCHES.
CONCRETE SHALL CONFORM TO ACI 301-16. MAXIMUM SIZE OF
AND A MAXIMUM WATER TO CEMENT RATIO OF 0.45.
A MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI AT 28 DAYS
2. CONCRETE (CONTRACTOR FURNISHED): CONCRETE SHALL HAVE
REINORCEMENT BAARS SHALL CONRFORM TO ASTM A615, GRADE 60.
1. STEEL REINFORCING TIES (CONTRACTOR FURNISHED):
RIPRAP FENCE SECTION INSTALLATION - CONCRETE NOTES
REINSTALLED.
2. ALL RIPRAP DISPLACED DURING CONSTRUCTION SHALL BE
1. THE STEEL PILES SHALL CONFORM TO ATSM A572, GRADE 50.
RIPRAP FENCE SECTION INSTALLATION GENERAL NOTES
RIPRAP FENCE SECTION INSTALLATION REMAINS TO BE COMPLETED.
T
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U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
S O
U R I
R
IV
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T R
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B
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D
A N
S I
D
SHEET ID
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H A
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Plotted 18 Sep 2020
R
IG
H T T
A
IL
R A
C E S
E C
U R
IT
Y F
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C E R
E L
O C
A T
IO
N
CX107
REVISION 1
R T
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C X .d g n
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P
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A
IN
IN
G W
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A L C
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| RTR_fence_GI100_! |
| RTR_fence_GI101_1 |
| RTR_fence_GI102_1 |
| RTR_fence_GI103_1 |
| RTR_fence_CX104_1 |
| RTR_fence_CX105_1 |
| RTR_fence_CX106_1 |
| RTR_fence_CX107_1 |
File details come from the government source that posted it. Updated .