Attachment_9_-_PPNM_Stabilization_-_Drawings.pdf
PDF 12 MB Posted
- Attached to
- PPNM ROCK STABILIZATION Federal contract opportunity
- Solicitation number
- 140L3623R0001
About this file
This document summarizes a solicitation for construction services to stabilize multiple areas located on the Pompeys Pillar National Monument Site. The Department of Interior Bureau of Land Management issued Solicitation Number 140L3623R0001 seeking proposals for work including installation of rockbolts, anchors, micropiles, shotcrete, drainage controls and other activities. The total estimated value of the contract is between $1 million and $5 million. The solicitation was issued on February 7, 2023 as a total small business set-aside for NAICS Code 237990 with a size standard of $45 million. Proposals are due on March 7, 2023 at the BLM Montana State Office. The agency anticipates awarding a firm-fixed price contract by May 19, 2023 with work to commence by May 29, 2023 and be complete within 143 calendar days by October 19, 2023. Offerors should direct questions to the contact provided.
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ALT
212 310
MONTANA
BENTON
FORT
MISSOULA
IDAHO
BRITISH COLUMBIA
KALISPELL
CHINOOK
LEWISTOWN
BUTTE
BILLINGS
GREAT FALLS
HELENA
CHOTEAU
ALBERTA
UNITED STATES
CANADA
HAVRE
WYOMING
SO
U
TH
D
AK
O
TA
GLASGOW
MILES CITY
MALTA
N O
RT
H
DA
KO
TA
SASKATCHEWAN
UNITED STATESUNITED STATES
PB
TP
E
J J
1.04%
1.04%
56.07%
11.65%
0.00%
0.75%
0.68%
0.68%
6.83%
0.
2.
FES-1
SS-1
SS-2
SS-3
SS-4
SS-5
SS-6SS-7
SS-9
BEND -1
BEND-2
BEND-7
SS-8
BEND-6
BEND-5 BEND-4
BEND-3
0+00
.2
0+50
.6
.1
1+00
.0
.3
1+502+002+503+003+50 0+000+501+001+50
.6
.9
2+00
.7
2+503+003+50 0+000+501+001+502+00
.3
2+50
.9
3+003+50
I=2969.50 6" N
STA 2+95.8
R=2972.33
SS-9
BUILD=3.78'
13'
6" PVC
@ 16.51%
16'
6" PVC
@ 51.94%
15'
6" PVC
@ 34.92%
I=2958.95 6" S
I=2958.95 6" NW
STA 2+66.4
R=2962.61
SS-8
BUILD=3.65'
6'
6" PVC
@ 65.36%
I=2949.32 6" S I=2949.32 6" E
STA 2+44.5
R=2952.94
SS-7
BUILD=4.57'
10'
6" PVC
@ 65.36%
4'
6" PVC
@ 27.17%
5'
6" PVC
@ 55.08%
8'
6" PVC
@ 27.17%
I=2936.79 6" N
I=2936.79 6" SE
STA 2+17.4
R=2939.54
SS-6
BUILD=2.75'
11'
6" PVC
@ 56.09% 11'
6" PVC
@ 19.42%
I=2928.41 6" NW
I=2928.41 6" S
STA 1+95.2
R=2931.25
SS-5
BUILD=2.83'
13'
6" PVC
@ 5.20%
I=2927.74 6" N
I=2927.74 6" SE
STA 1+82.3
R=2931.66
SS-4
BUILD=4.87'
16'
6" PVC
@ 50.92%
I=2919.72 6" NW
I=2919.72 6" E
STA 1+66.5
R=2923.82
SS-3
BUILD=5.06'
28'
6" PVC
@ 50.92%
I=2905.44 6" W
I=2905.44 6" SE
STA 1+38.5
R=2909.52
SS-2
BUILD=6.08'
18'
6" PVC
@ 63.18% 54'
6" PVC
@ 36.70%
I=2874.41 6" NW
I=2874.41 6" S
STA 0+66.9
R=2876.97
SS-1
BUILD=2.56'
67'
6" DIP
@ 0.50%
BEND-6
BEND-7
BEND-3
BEND-4
BEND-5
BEND-2
BEND -1
I=2874.08 6" N 0+00.0
FES-1
STORM STRUCTURE SCHEDULE
STRUCTURE TYPE DETAIL CASTING / GRATE DIA. NOTES
SS-1 CONC 1 / 29 SOLID 30
SS-2 CONC 1 / 29 SOLID 30
SS-3 CONC 1 / 29 SOLID 30
SS-4 CONC 1 / 29 SOLID 30
SS-5 POLY 6 / 29 SOLID 24 RISER EXTENSION REQUIRED
SS-6 POLY 6 / 29 SOLID 24 RISER EXTENSION REQUIRED
SS-7 CONC 1 / 29 SOLID 30
SS-8 POLY 6 / 29 GRATE 24 RISER EXTENSION REQUIRED
SS-9 POLY 6 / 29 GRATE 24 RISER EXTENSION REQUIRED
BEND TABLE
STRUCTURE ID STATION HORIZONTAL ANGLE VERTICAL ANGLE
BEND-1 1+20.59 12.1°
BEND-2 2+06.30 18.3°
BEND-3 2+25.10 30.1°
BEND-4 2+29.55 17.1° 13.6°
BEND-5 2+34.78 24.3° 4.3°
BEND-6 2+50.96 36.9° 13.9°
BEND-7 2+82.53 15.3° 18.1°
A
TR1
TR2
TR3
TR4
TR5
1.
1.
B
.0
.4
.4
.0
.5
.3
.6
2.
R1
R1
R1
2.
4.
N 5221.82
E 9506.07
N 5219.47
E 9507.62
N 5221.78
E 9508.59
TR6
N 5223.16
E 9513.21
TURTLE ROCK
2960.00
LEGEND
TYPE 1 ROCKBOLT
SUPPORT POST
SEAM REPAIR
KEYNOTES:
1. COLOR MATCHED SEAM REPAIR MORTAR, SEE
DETAIL 4/32. APPROXIMATELY 5 SF, FIELD
VERIFY.
2. TYPE 1 ROCKBOLT, SEE DETAIL 2/33 FOR
REQUIREMENTS.
3. HOT-DIPPED GALVANIZED AND PAINTED
SUPPORT POST, SEE DETAIL 5/32 FOR
REQUIREMENTS.
GENERAL NOTES:
1. COORDINATES ARE BASED ON LOCAL
COORDINATE SYSTEM. SEE LOCATION PLAN
FOR CONTROL POINTS.
2. GRIDLINE A FOLLOWS EXISTING ROCK JOINT.
ESTABLISH REFERENCE GRIDLINES IN THE
FIELD AND CONFIRM WITH COR.
3. THE LOCATIONS OF REPAIRS SHOWN ARE
APPROXIMATE. CONFIRM REPAIR LOCATIONS
WITH COR PRIOR TO INSTALLATION.
4. SEE SHEET 17 FOR CROSS SECTIONS TR1-
TR6.
5. PROTECT ALL VEGETATION, MONUMENT
AMENTITIES AND STRUCTURES AND ROCK
SURFACES FROM DAMAGE OR DETERIORATION.
TURTLE ROCK CONTAINS NUMEROUS
SIGNATURES, INSCRIPTIONS AND CARVINGS
THAT MUST BE PROTECTED AT ALL TIMES.
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A P P R O V E D
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D A T E
D A T E
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N A M E
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p a g e t.
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A
TI
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P
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N
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R O C K
P O M P E Y S
P
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M O N U M E N T
R O C K
S T A B
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A S C A
C O N S U L T
IN
G
G R O U P
D L P
T E P
E E L
D L P
1/2" = 1'-0"16
1 TURTLE ROCK PLAN
1/2" = 1'-0"16
2 TURTLE ROCK ELEVATION
DAVID L.
PETERSEN
No. 76244 PE
MO
NTANA
P R O
FESSIONA L EN
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NE
ERL ICENSED
TURTLE ROCK
2960.00
A B
11.00
TURTLE ROCK
2960.00
A B
R1
1.91 9.09
11.00
TURTLE ROCK
2960.00
A
R1 R1
B
11.00
4.55 2.52
2.141.79
F
IE
L D
V E R
IF
Y
.3
-3
TURTLE ROCK
2960.00
A
B
11.00
TURTLE ROCK
2960.00
A
B
11.00
TURTLE ROCK
2960.00
B
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O F
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D A T E
A P P R O V E D
B Y
D E S
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N E D
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C H E C K E D
B Y
D A T E
D A T E
D E S
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M A R K
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S T A T E S
D E P A R T M E N T
O F
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B U R E A U
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L A N D
M A N A G E M E N T
A U T O C A D
N A M E
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C U s e rs ty le rp a D o c u m e n ts P o m p e y_ P il la r_ t y le r.
p a g e t.
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S E C
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R O C K
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L A R
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M O N U M E N T
R O C K
S T A B
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A S C A
C O N S U L T
IN
G
G R O U P
D L P
T E P
E E L
D L P
1/4" = 1'-0"17
1 TURTLE ROCK SECTION 1
1/4" = 1'-0"17
2 TURTLE ROCK SECTION 2
1/4" = 1'-0"17
3 TURTLE ROCK SECTION 3
1/4" = 1'-0"17
4 TURTLE ROCK SECTION 4
1/4" = 1'-0"17
5 TURTLE ROCK SECTION 5
1. COLOR MATCHED SEAM REPAIR MORTAR, SEE
DETAIL 4/32. APPROXIMATELY 5 SF, FIELD
VERIFY.
2. TYPE 1 ROCKBOLT, SEE DETAIL 2/33 FOR
REQUIREMENTS. NOT ALL ROCK ANCHORS
ARE ALIGNED ON THE SECTION CUT AND ARE
SHOWN FOR CLARITY.
3. HOT-DIPPED GALVANIZED AND PAINTED
SUPPORT POST, SEE DETAIL 5/32 FOR
REQUIREMENTS.
TURTLE HEAD REPAIR NOTES
1/4" = 1'-0"17
6 TURTLE ROCK SECTION 6
DAVID L.
PETERSEN
No. 76244 PE
MO
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P R O
FESSIONA L EN
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SS1
SS2
SS4
SS5
SS3
SS7
SS6
SS8
ST
A 0+
ST
A 0+
ST
A 0+
S T A
S T A
N 5142.70
E 9737.31
N 5120.85
E 9757.86
N 5116.74
E 9753.49
N 5085.40
E 9763.83
N 5074.43
E 9730.59
C1 -1 R3
C2 -2 R3
C3 -2 R3
C4 -3 R3
C5 -3 R3
C6 -4 R3
C7 -4 R3
C8-4R3
C R 3C R
C11-4R3 C12-2R3
C1 3- 3R
C1 4- 3R
C1 5- 4R
C1 6- 4R
C1 7- 5R
C1 8- 5R
C1 9- 5R
C20-6R2 C21-4R2 C22-6R2C
R 2C R
C R
C R
C R
C R
C R
2937.60
2935.29
2932.92
2931.73
2931.75
2932.90
2934.20
2932.58
2929.11
2922.69
2925.86
2974.74
2928.35
2923.36 2924.62
2926.82
2926.32
2925.73
ST
A 0+
ST
A 0+
ST
A 0+
S T A
S T A
SS1
SS2
SS4
SS5
SS3
SS7
SS6
SS8
5.00
F.
S.
.0
F.
S.
.0
F.
S.
.0
F.
S.
.0
F.
S.
.0
T.
O.
F.
.7
F.S.
2926.00
T.O .F.
2930.75
F.S.
8.25
F.S.
7.00
F.S.
6.00
F.S.
5.00
F .S
.7
F .S
.7
T.O .F
.7
F .S
.7
F .S
.7
F .S
.7
F .S
.7
F.
S.
.0
F.
S.
.0
F.
S.
.0
2940.36
LEGEND
FOOTING STEPF.S.
C#-#R#
COLUMN #
QUANTITY OF
BOLTS IN COLUMN
ROCKBOLT TYPE
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D R A W N
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C H E C K E D
B Y
D A T E
D A T E
D E S
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D A T E
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D A T E
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D E P A R T M E N T
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B U R E A U
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L A N D
M A N A G E M E N T
A U T O C A D
N A M E
M O N T A N A
C U s e rs ty le rp a D o c u m e n ts P o m p e y_ P il la r_ t y le r.
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A S C A
C O N S U L T
IN
G
G R O U P
D L P
T E P
E E L
D L P
1/4" = 1'-0"19
1 SILTSTONE STABILIZATION PLAN EL. 2937
1/4" = 1'-0"19
2 SILTSTONE FOUNDATION PLAN EL. VARIES
GENERAL NOTES:
1. COORDINATES ARE BASED ON LOCAL
COORDINATE SYSTEM. SEE SHEET 5
LOCATION PLAN FOR CONTROL POINTS.
2. STAKE SILTSTONE STABILIZATION ALIGNMENT
AND FIELD VERIFY ANY REQUIRED
ADJUSTMENTS WITH COR PRIOR TO START OF
ANY ROCKBOLTING, SCALING, OR
EXCAVATION.
3. SEE SHEETS 24-26 FOR CROSS SECTIONS
SS1-SS8.
4. PROTECT ALL VEGETATION, MONUMENT
AMENITIES AND STRUCTURES AND ROCK
SURFACES FROM DAMAGE OR DETERIORATION.
THE SANDSTONE SILSTONE CONTACT LINE
CONTAINS NUMEROUS SIGNATURES,
INSCRIPTIONS AND CARVINGS THAT MUST BE
PROTECTED AT ALL TIMES.
KEYNOTES:
1. SILTSTONE STABILIZATION ALIGNMENT.
2. SILTSTONE WALL CONTOUR AT ELEVATION
2937.00.
3. GROUND SURFACE AT BOTTOM OF SILSTONE
WALL, ELEVATION VARIES.
4. CAST IN PLACE CONCRETE FOOTING FOR
SHOTCRETE WALL. SEE DETAIL 4/31 FOR
REQUIREMENTS. STEP FOOTINGS AS NOTED.
5. BLOCK 2 UNDERPINNING FOUNDATION, SEE
DETAIL 1/32.
6. FOOTING STEP, SEE DETAIL 9/31 FOR
REQUIREMENTS.
7. FILL VOID WITH CLSM, SEE DETAIL 6/32
FOR REQUIREMENTS. VOID EXTENDS FROM
APPROXIMATELY EL. 2934-2944.
DAVID L.
PETERSEN
No. 76244 PE
MO
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SANDSTONE/
SILTSTONE
CONTACT
2942.50
2935.30
R3
R3
SANDSTONE/
SILTSTONE
CONTACT
2942.50
2931.73
R3
R3
R3
SANDSTONE/
SILTSTONE
CONTACT
2942.50
2933.09
R3
R3
R3
R3
GENERAL NOTES:
1. PROTECT ALL VEGETATION, MONUMENT AMENETIES AND
STRUCTURES AND ROCK SURFACES FROM DAMAGE OR
DETERORIATION. THE SANDSTONE CONTAINS NUMEROUS
SIGNATURES, INSCRIPTIONS AND CARVINGS THAT MUST
BE PROTECTED AT ALL TIMES.
2. SANDSTONE/SILTSTONE CONTACT ELEVATION SHOWN IS
APPROXIMATE, ACTUAL ELEVATION VARIES.
KEYNOTES:
1. CAST IN PLACE CONCRETE FOOTING FOR SHOTCRETE
WALL, TYP.
2. STRUCTURAL SHOTCRETE LAYER, TYP. SEE 1/31 FOR
REQUIREMENTS.
3. ARCHITECTURAL SHOTCRETE LAYER, TYP. SEE 1/31
FOR REQUIREMENTS.
GENERAL NOTES CONT:
3. SILTSTONE STABILIZATION SECTIONS WERE DEVELOPED
TO INDICATE GENERAL SHAPE OF THE ROCK FACE
AND PROVIDE CONTEXT OF THE WORK LOCATION.
4. ROCKBOLT LOCATIONS SHOWN ARE APPROXIMATE.
FIELD VERIFY LOCATIONS WITH COR PRIOR TO START
OF ANY ROCKBOLTING.
KEYNOTES:
4. ACTUAL SANDSTONE/SILSTONE ELEVATION. FIELD
VERIFY SHOTCRETE TOP TERMINATION DETAIL
LOCATIONS WITH COR.
5. ARCHITECTURAL TEXTURE AND COLOR OF SHOTCRETE
TO REPLICATE EXISTING ROCK SURFACE.
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B U R E A U
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L A N D
M A N A G E M E N T
A U T O C A D
N A M E
M O N T A N A
C U s e rs ty le rp a D o c u m e n ts P o m p e y_ P il la r_ t y le r.
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A R E A
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IN
G
G R O U P
D L P
T E P
E E L
D L P
1/2" = 1'-0"24
1 SILTSTONE SECTION 1
1/2" = 1'-0"24
2 SILTSTONE SECTION 2
1/2" = 1'-0"24
3 SILTSTONE SECTION 3
DAVID L.
PETERSEN
No. 76244 PE
MO
NTANA
P R O
FESSIONA L EN
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CONTACT
2942.50
2932.58
R3
R3
R3
SANDSTONE/
SILTSTONE
CONTACT
2942.50
2927.74
R2
R2
R2
R2
R2
SANDSTONE/
SILTSTONE
CONTACT
2942.50
2923.36
R2
R2
R2
R2
R2
R2
R2
GENERAL NOTES:
1. PROTECT ALL VEGETATION, MONUMENT AMENETIES AND
STRUCTURES AND ROCK SURFACES FROM DAMAGE OR
DETERORIATION. THE SANDSTONE CONTAINS NUMEROUS
SIGNATURES, INSCRIPTIONS AND CARVINGS THAT MUST
BE PROTECTED AT ALL TIMES.
2. SANDSTONE/SILTSTONE CONTACT ELEVATION SHOWN IS
APPROXIMATE, ACTUAL ELEVATION VARIES.
KEYNOTES:
1. CAST IN PLACE CONCRETE FOOTING FOR SHOTCRETE
WALL, TYP.
2. STRUCTURAL SHOTCRETE LAYER, TYP. SEE 1/31 FOR
REQUIREMENTS.
3. ARCHITECTURAL SHOTCRETE LAYER, TYP. SEE 1/31
FOR REQUIREMENTS.
GENERAL NOTES CONT:
3. SILTSTONE STABILIZATION SECTIONS WERE DEVELOPED
TO INDICATE GENERAL SHAPE OF THE ROCK FACE
AND PROVIDE CONTEXT OF THE WORK LOCATION.
4. ROCKBOLT LOCATIONS SHOWN ARE APPROXIMATE.
FIELD VERIFY LOCATIONS WITH COR PRIOR TO START
OF ANY ROCKBOLTING.
KEYNOTES:
4. ACTUAL SANDSTONE/SILSTONE ELEVATION. FIELD
VERIFY SHOTCRETE TOP TERMINATION DETAIL
LOCATIONS WITH COR.
5. ARCHITECTURAL TEXTURE AND COLOR OF SHOTCRETE
TO REPLICATE EXISTING ROCK SURFACE.
B
IL
L
IN
G S
F
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L D
O F F
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SHEET OF
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L A N D
M A N A G E M E N T
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D A T E
A P P R O V E D
B Y
D E S
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B Y
D R A W N
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C H E C K E D
B Y
D A T E
D A T E
D E S
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D A T E
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D A T E
A P P R O V E D
U N
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S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
A U T O C A D
N A M E
M O N T A N A
C U s e rs ty le rp a D o c u m e n ts P o m p e y_ P il la r_ t y le r.
p a g e t.
rv t
S E C
TI
O N S
S
IG
N A
TU
R E
A R E A
P O M P E Y S
P
IL
L A R
N A T
IO
N A L
M O N U M E N T
R O C K
S T A B
IL
IZ
A T
IO
N
IT
A S C A
C O N S U L T
IN
G
G R O U P
D L P
T E P
E E L
D L P
1/2" = 1'-0"25
1 SILTSTONE SECTION 4
1/2" = 1'-0"25
2 SILTSTONE SECTION 5
1/2" = 1'-0"25
3 SILTSTONE SECTION 6
DAVID L.
PETERSEN
No. 76244 PE
MO
NTANA
P R O
FESSIONA L EN
GI
CONTACT
2942.50
2926.32
R2
R2
R2
R2
R2
R2
SANDSTONE/
SILTSTONE
CONTACT
2942.50
2924.62
R2
R2
R2
R2
R2
R2
GENERAL NOTES:
1. PROTECT ALL VEGETATION, MONUMENT AMENETIES AND
STRUCTURES AND ROCK SURFACES FROM DAMAGE OR
DETERORIATION. THE SANDSTONE CONTAINS NUMEROUS
SIGNATURES, INSCRIPTIONS AND CARVINGS THAT MUST
BE PROTECTED AT ALL TIMES.
2. SANDSTONE/SILTSTONE CONTACT ELEVATION SHOWN IS
APPROXIMATE, ACTUAL ELEVATION VARIES.
KEYNOTES:
1. CAST IN PLACE CONCRETE FOOTING FOR SHOTCRETE
WALL, TYP.
2. STRUCTURAL SHOTCRETE LAYER, TYP. SEE 1/31 FOR
REQUIREMENTS.
3. ARCHITECTURAL SHOTCRETE LAYER, TYP. SEE 1/31
FOR REQUIREMENTS.
GENERAL NOTES CONT:
3. SILTSTONE STABILIZATION SECTIONS WERE DEVELOPED
TO INDICATE GENERAL SHAPE OF THE ROCK FACE
AND PROVIDE CONTEXT OF THE WORK LOCATION.
4. ROCKBOLT LOCATIONS SHOWN ARE APPROXIMATE.
FIELD VERIFY LOCATIONS WITH COR PRIOR TO START
OF ANY ROCKBOLTING.
KEYNOTES:
4. ACTUAL SANDSTONE/SILSTONE ELEVATION. FIELD
VERIFY SHOTCRETE TOP TERMINATION DETAIL
LOCATIONS WITH COR.
5. ARCHITECTURAL TEXTURE AND COLOR OF SHOTCRETE
TO REPLICATE EXISTING ROCK SURFACE.
SANDSTONE/
SILTSTONE
CONTACT
2942.50
R4
BLOCK 1D
BLOCK 1A
BLOCK 1E
SILTSTONE
UPPER SIGNATURE AREA
R4
B
IL
L
IN
G S
F
IE
L D
O F F
IC
E
SHEET OF
B U R E A U
O F
L A N D
M A N A G E M E N T
U .S D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
D A T E
A P P R O V E D
B Y
D E S
IG
N E D
B Y
D R A W N
B Y
C H E C K E D
B Y
D A T E
D A T E
D E S
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D A T E
M A R K
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IS
IO
N
D A T E
A P P R O V E D
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
A U T O C A D
N A M E
M O N T A N A
C U s e rs ty le rp a D o c u m e n ts P o m p e y_ P il la r_ t y le r.
p a g e t.
rv t
S E C
TI
O N S
S
IG
N A
TU
R E
A R E A
P O M P E Y S
P
IL
L A R
N A T
IO
N A L
M O N U M E N T
R O C K
S T A B
IL
IZ
A T
IO
N
IT
A S C A
C O N S U L T
IN
G
G R O U P
D L P
T E P
E E L
D L P
1/2" = 1'-0"26
2 SILTSTONE SECTION 8
1/2" = 1'-0"26
1 SILTSTONE SECTION 7
1/4" = 1'-0"26
3 BLOCK 1A ROCKBOLT SECTION
DAVID L.
PETERSEN
No. 76244 PE
MO
NTANA
P R O
FESSIONA L EN
GI
ID TYPE DESRCIPTION
100 DATA LOGGER SIGNATURE BLOCK TOP
101 CRACKMETER SIGNATURE BLOCK 1 TOP: 1
102 CRACKMETER SIGNATURE BLOCK 1 TOP: 2
103 CRACKMETER SIGNATURE BLOCK 2 TOP: 3
104 CRACKMETER SIGNATURE BLOCK 2 EAST FACE
105 DATA LOGGER SIGNATURE BLOCK 2 EAST FACE
106 CRACKMETER SIGNATURE BLOCK 2 NORTH FACE
107 DATA LOGGER SIGNATURE BLOCK 2 NORTH FACE
108 CRACKMETER SIGNATURE BLOCK 2-3 NORTH FACE
109 DATA LOGGER SIGNATURE BLOCK 2-3 NORTH FACE
110 DISTANCE METER SIGNATURE BLOCK 2
111 DISTANCE METER SIGNATURE BLOCK 1: 1
112 DISTANCE METER SIGNATURE BLOCK 1: 2
113 CRACKMETER CONTROL
200 DATA LOGGER TURTLE ROCK
201 CRACKMETER TURTLE ROCK BLOCK 1A
202 CRACKMETER TURTLE ROCK BLOCK 1B TOP
203 CRACKMETER TURTLE ROCK BLOCK 3
204 CRACKMETER TURTLE ROCK BLOCK 2A
205 TILTMETER TURTLE ROCK BLOCK 2B A-AXIS
205 TILTMETER TURTLE ROCK BLOCK 2B B-AXIS
300 TILTMETER LOWER ROCK BLOCK 1 A-AXIS
300 TILTMETER LOWER ROCK BLOCK 1 B-AXIS
301 TILTMETER LOWER ROCK BLOCK 2 A-AXIS
301 TILTMETER LOWER ROCK BLOCK 2 B-AXIS
302 TILTMETER LOWER ROCK BLOCK 3 A-AXIS
302 TILTMETER LOWER ROCK BLOCK 3 B-AXIS
| Sheets and Views |
| 1 TITLE SHEET |
| 2 GENERAL NOTES |
| 3 GENERAL ABBREVIATIONS |
| 4 GENERAL SYMBOLS |
| 5 LOCATION PLAN |
| 6 SITE ACCESS & TRAFFIC CONTROL PLAN |
| 7 EXISTING CONDITIONS, ACCESS & REMOVALS - TURTLE ROCK |
| 8 EXISTING CONDITIONS, ACCESS & REMOVALS - UPPER SIGNATURE |
| 9 EXISTING CONDITIONS, ACCESS & REMOVALS - LOWER SIGNATURE |
| 10 RESTORATION PLAN - TURTLE ROCK |
| 11 RESTORATION PLAN - UPPER SIGNATURE |
| 12 RESTORATION PLAN - LOWER SIGNATURE |
| 13 RESTORATION PLAN - MAIN STAGING AREA |
| 14 STORM SEWER IMPROVEMENTS |
| 15 OVERVIEW - TURTLE ROCK |
| 18 OVERVIEW - SIGNATURE AREA |
| 20 ELEVATIONS - SIGNATURE AREA |
| 21 ELEVATIONS - SIGNATURE AREA |
| 22 ELEVATIONS - SIGNATURE AREA |
| 23 ELEVATIONS - SIGNATURE AREA |
| 27 SECTIONS - UPPER SIGNATURE AREA 1 |
| 28 SECTIONS - UPPER SIGNATURE AREA 2 & 3 |
| 29 CIVIL DETAILS |
| 30 CIVIL DETAILS |
| 31 DETAILS |
| 32 DETAILS |
| 33 DETAILS |
| 34 INSTRUMENTATION |
| 35 EXISTING INSTRUMENTATION |
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