A06_-140L1723R0002-_Plans_1.pdf
PDF 12 MB Posted
- Attached to
- TRFO AQUEDUCT and TURTLE LAKE 2022
- Solicitation number
- 140L1723R0002
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Other files
| File | Type | Posted |
|---|---|---|
| A06_-_140L1723R0002-Specifications_1.pdf | ||
| A04_-140L1723R0002-_Schedule_of_Items_1.pdf |
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RIDGEWAY
CANON
CORTEZ
DURANGO
ROCKY FORD
NEW MEXICO
CITY
ALAMOSA
TRINIDAD
WALSENBURG
OKLAHOMA
GUNNISON
SPRINGS
GLENWOOD
EAGLE
WYOMING
CRAIG
MONTROSE
GRAND
U T
A H
CARBONDALE
RIFLE
JCT.
COLORADO
MEEKER
SALIDA
LEADVILLE
PUEBLO
COLORADO
SPRINGS
FT. COLLINS
WOLCOTT
STEAMBOAT SPRINGS
DENVER
LIMON
K A
N S
A S
STERLING
NEBRASKA
PROJECT LOCATION
DURANGO
TURTLE LAKE PROJECT SITE
AQUEDUCT PROJECT SITE
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UNITED STATES DEPARTMENT OF INTERIOR
BUREAU OF LAND MANAGEMENT
TRES RIOS FIELD OFFICE
AQUEDUCT AND TURTLE LAKE PARKING LOTS
1 TITLE SHEET
2 PROJECT LOCATION MAP
3 EXISTING SITE PLAN AND DEMOLITION PLAN - AQUEDUCT
4 PROPOSED SITE PLAN - AQUEDUCT
5 EXISTING SITE PLAN - TURTLE LAKE
6 PROPOSED SITE PLAN - TURTLE LAKE
7 CROSS SECTIONS AND DETAILS
8 SIGNS AND KIOSK
9 WIRE FENCE
10 GATE
11 GATE DETAILS
SHEET INDEX
N
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"STUART, IS THAT YOU IN THERE?"
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PAUL
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
DURANGO
TURTLE LAKE PROJECT SITE
AQUEDUCT PROJECT SITE
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REMOVE EXISTING FENCE
REMOVE EXISTING CULVERT (12" x 24')
EXISTING PARKING AREA
TREELINE
EXISTING TRAIL
CO RD 39
CP 2
CP 1
EXISTING FENCE TO REMAIN
EXISTING FENCE TO REMAIN
REMOVE FENCE AS NEEDED FOR ROAD AND GATE
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EXISTING SITE PLAN - AQUEDUCT
EXISTING SITE PICTURE - REFERENCE ONLY
EXISTING SITE PICTURE - REFERENCE ONLY
CP 1 - REBAR
N: 1,264,430.74
E: 2,176,478.88
ELEV:6,761.05
CP 2 - REBAR
N: 1,264,612.48
E: 2,176,320.38
ELEV:6,745.43
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EXISTING SITE & DEMOLITION PLAN - AQUEDUCT
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NUMBER
L1
C1
L2
C2
L3
C3
L4
C4
L5
LENGTH
78.07
12.18
33.63
58.47
102.85
72.69
61.35
20.89
58.95
RADIUS
30.0
30.0
30.0
30.0
START NORTHING
1,264,513.3
1,264,507.8
1,264,518.8
1,264,644.4
1,264,582.2
START EASTING
2,176,283.8
2,176,373.6
2,176,446.7
2,176,401.8
2,176,350.1
END NORTHING
1,264,510.6
1,264,493.5
1,264,621.4
1,264,600.8
1,264,523.5
END EASTING
2,176,361.8
2,176,404.0
2,176,453.1
2,176,358.6
2,176,345.1
CENTERLINE LAYOUT
L
L
L
L
L
C
C
C
C
N: 1,264,525.2
E: 2,176,475.2
N: 1,264,465.8
E: 2,176,435.7
N: 1,264,463.1
E: 2,176,409.1
N: 1,264,479.7
E: 2,176,367.6
N: 1,264,483.2
E: 2,176,344.1
N: 1,264,484.2
E: 2,176,314.1
N: 1,264,545.1
E: 2,176,318.8
N: 1,264,584.9
E: 2,176,322.2
N: 1,264,620.5
E: 2,176,338.7
N: 1,264,648.9
E: 2,176,366.9
N: 1,264,561.2
E: 2,176,420.5
N: 1,264,548.6
E: 2,176,426.6
N: 1,264,531.2
E: 2,176,390.6
N: 1,264,543.8
E: 2,176,384.5
N: 1,264,634.8
E: 2,176,381.1
N: 1,264,606.4
E: 2,176,352.9
N: 1,264,583.3
E: 2,176,342.1
N: 1,264,543.4
E: 2,176,338.8
N: 1,264,482.8
E: 2,176,412.9
N: 1,264,497.8
E: 2,176,376.1
N: 1,264,484.7
E: 2,176,429.2
N: 1,264,523.6
E: 2,176,455.0
N: 1,264,550.1
E: 2,176,358.4
N: 1,264,590.8
E: 2,176,438.1
N: 1,264,536.2
E: 2,176,437.8
N: 1,264,512.1
E: 2,176,387.9
N: 1,264,503.2
E: 2,176,344.7
N: 1,264,504.2
E: 2,176,314.7
R2'
R2'
R5'
R3'
40'
20'
40'
20'
30'
20'
44'-7
20'
68'-2
8'-2
20'
18" x 36' CMP
42'
14'
14'
14'
40'
A
STEEL PIPE TRAILER
PARKING DELINEATOR
PROPOSED FENCE
EXISTING FENCE TO REMAIN
EXISTING FENCE TO REMAIN
GATE
LOCK OPEN POST
TIE FENCE INTO GATE
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CP 1
EXISTING ROCK (TO BE RELOCATED)
EXISTING ROCK (TO BE RELOCATED)
TREELINE
CP 2
CO ROAD 205
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CP 1 - REBAR
N: 1,251,445.80 E: 2,307,399.87
ELEV: 6,895.84
CP 2 - REBAR
N: 1,251,614.57 E: 2,307,504.28
ELEV: 6,907.57
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30'
20'
20' 60'
80'
110'
18" x 36' CMP
RELOCATED ROCK
N: 1,251,552.8
E: 2,307,459.2
N: 1,251,562.9
E: 2,307,476.5
N: 1,251,553.0
E: 2,307,499.2
N: 1,251,535.6
E: 2,307,509.3
N: 1,251,513.3
E: 2,307,510.7
N: 1,251,530.1
E: 2,307,420.0
N: 1,251,515.0
E: 2,307,394.1
N: 1,251,514.3
E: 2,307,432.6
N: 1,251,515.4
E: 2,307,428.5
N: 1,251,538.1
E: 2,307,467.7
N: 1,251,534.0
E: 2,307,466.6
N: 1,251,548.2
E: 2,307,485.0
N: 1,251,547.1
E: 2,307,489.1
N: 1,251,469.1
E: 2,307,434.6
N: 1,251,478.8
E: 2,307,415.1
N: 1,251,442.8
E: 2,307,428.1
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0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40
2H:1V CUT SLOPE (TYP)
6" AGGREGATE THICKNESS
PREPARED SUBGRADE
3H:1V (TYP)
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6" AGGREGATE THICKNESS
2H:1V CUT SLOPE (TYP)
3H:1V FILL SLOPE (TYP)
PREPARED SUBGRADE
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24'
PREPARED SUBGRADE
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CUT SECTION 2H:1V
FILL SECTION 3H:1V
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2% - 3% SLOPE2% - 3% SLOPE
EXISTING GRADE
2'
1'
18" CMP
2" BEDDING
6" BACKFILL LIFTS
1'-6" MINIMUM COVER
3'-6"
5" MIN.
8" MIN.
2'
#4 REBAR
3"
40'
6'
ON CENTER
2'
30°
6" DIAMETER, SCHEDULE 40, STEEL PIPE
WELD STEEL PLATE EACH END, GRIND SMOOTH
WELD REBAR FLUSH TO PIPE, GRIND SMOOTH
#4 REBAR, 24" LONG
PREPARED AND COMPACTED SUBGRADE
AGGREGATE SURFACING
FINISH GRADE
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1'-6"
2'-6"
2'
CONCRETE FOUNDATION
CONCRETE FOUNDATION
48" X 24" SIGNS PROVIDED BY GOVERNMENT
GROUND SURFACE
8' x 4" x 4" PRESSURE
TREATED LUMBER
8" x 8" NO CAMPING SIGN
AQUEDUCT
(TURTLE LAKE)
BUREAU OF LAND MANAGEMENT
TRES RIOS FIELD OFFICE
2'
1'
"BAND-IT SIGN FIX" UNIVERSAL
CHANNEL CLAMP
"BAND-IT" BUCKLE, EAR-LOKT STYLE
STAINLESS STEEL "BAND-IT" BAND
SIGN PROVIDED BY GOVERNMENT
"BAND-IT SIGNFIX" CHANNEL
EXTRUSTION WELDED TO
SIGN BY GOVERNMENT
48" X 24" SIGNS PROVIDED BY GOVERNMENT
8" x 8" NO CAMPING SIGN
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1'-4"
2'
2'-6"
3'-6"
3'-6" (TYP)
4'-6" (TYP)
8' (TYP)
SMOOTH WIRE
SMOOTH WIRE
12" DIA. x
" SPIKE (TYP)
PILOT HOLE (TYP)
CORNER POST
END POST
5" DIAMETER (TYP)
COMPACT BACKFILL (TYP)
3'-6" (TYP)
4'-6" (TYP)
12" DIA. x
" SPIKE (TYP)
PILOT HOLE (TYP)
5" DIAMETER (TYP)
COMPACT BACKFILL (TYP)
SMOOTH WIRE
4'-6" (TYP)
3'-6" (TYP)
8'
6'
16' 16' 16'
4'-6" (TYP)
2'-6" (TYP)
4'-6" (TYP)
2' (TYP)
4" DIAMETER WOOD LINE POST
EVERY THIRD POST (TYP)
5" DIAMETER (TYP)
METAL LINE POST
8'
WIRE STAY
(INSTALLED BETWEEN LINE POSTS)
COMPACT BACKFILL (TYP)
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GATE
NOT TO SCALE
END PANEL
NOT TO SCALE
CORNER PANEL
NOT TO SCALE
LINE POSTS
10/12/2022 10:19:51 AM, prussell
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DESCRIPTION
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MARK
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APPROVED
AutoCAD SHX Text
DATE
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UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
WIRE FENCE
AutoCAD SHX Text
AQUEDUCT AND TURTLE LAKE PARKING LOTS
AutoCAD SHX Text
SOUTHWEST DISTRICT
AutoCAD SHX Text
COLORADO
AutoCAD SHX Text
SOUTHWEST DISTRICT
AutoCAD SHX Text
P. RUSSELL
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P. RUSSELL
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AutoCAD SHX Text
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22'-4"
21'
7' 7' 7'
2'-6"
6"
SEAL WELD AND GRIND
SMOOTH ON OTHER SIDE
3'-6"
FIELD WELD AFTER
GATE IS IN POSITION
TYPICAL ALL PIPE INTERSECTIONS
3'-6"
1/4
1/4
1/4
1/4
1/4
CENTERLINE OF ROAD ELEVATION
6 INCH DIAMETER x 8 FOOT, SCHEDULE 80 STEEL PIPE 4 INCH DIAMETER x 8 FOOT, SCHEDULE 80 STEEL PIPE
4'-6"
FILL WITH CONCRETE (TYP)
1/4
TYPICAL ALL PIECES
2" x 3" x
" APPROXIMATE DIMENSIONS
CAN BE SCRAP METAL (TYP)
4 EACH POST
2'
2'
* ADJUST POST ELEVATIONS
TO MEET THIS DIMENSION
CONCRETE
2" DIA. SCHEDULE 80 PIPE
2" DIA. SCHEDULE 80 PIPE
2 INCH DIAMETER SCHEDULE 40 STEEL PIPE
2 IN
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5" x 4" x
" PLATE (2 REQUIRED)
MITER AND BEVEL ENDS OF PIPE (TYP)
TYPICAL ALL BEVELED PIPES
1/4
NOTE: 2 LOCKING POSTS ARE REQUIRED
1 FOR LOCKED OPEN POSITION
1 FOR LOCKED CLOSED POSITION
1'-2"
1'-9"
1'-4
4" DIAMETER x
" THICK STEEL WASHER
4" DIAMETER x
" THICK STEEL WASHER
CONNECTION PLATE, SEE DETAIL
OM4-1 SIGN
NOTE: 3 REQUIRED
ONLY 1 SHOWN FOR CLARITY
OM2-2V SIGN
NOTE: 6 REQUIRED, 2 PER POST
ONLY 1 SHOWN FOR CLARITY
LOCK "OPEN" BOX AND POST REQUIRED
4" DIA. SCHEDULE 80 STEEL POST
6" DIA. SCHEDULE 80 STEEL POST
4" DIA. SCHEDULE 80 STEEL POST
22' - 4"
8" DIA. SCHEDULE 80 POST
Ø2
R2
R3
4-1/2" x 7" x
" PLATE
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CONNECTION PLATE DETAIL
9/7/2022 9:27:24 AM, prussell
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DESCRIPTION
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MARK
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
GATE
AutoCAD SHX Text
AQUEDUCT AND TURTLE LAKE PARKING LOTS
AutoCAD SHX Text
SOUTHWEST DISTRICT
AutoCAD SHX Text
COLORADO
AutoCAD SHX Text
SOUTHWEST DISTRICT
AutoCAD SHX Text
P. RUSSELL
AutoCAD SHX Text
P. RUSSELL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
8"8
8"
HOLE FOR LOCK PIN
2" x 18" x
" (TYP) BOTH SIDES
1/4
FIELD WELD AFTER GATE IS INSTALLED
IN CORRECT POSITION
4" DIA. SCHEDULE 80 STEEL PIPE
1/4
TYPICAL ALL CORNERS
1/4
8" x 18" x
" PLATE (TYP)
1'-6"
2"
1" DIAMETER HOLE
1" DIAMETER HOLE
" RADIUS (TYP)
A
4" DIA. SCHEDULE 80 STEEL PIPE
LOCKING PIN
8" x 18" x
" PLATE
8" x 8" x
" PLATE
8" x 11-1/4" x
" PLATE
R1"
R1"
BLM FURNISHED LOCK
1/4
10-5/8" x 2" x
" LOCKING PIN
2" x 3" x
" PIN CLIP
CHAIN, WELD TO LOCK BOX AND LOCKING PIN,
DETERMINE LENGTH TO EASILY OPERATE LOCKING PIN
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LOCK BOX - PLAN VIEW
NOT TO SCALE
LOCK BOX - ELEVATION
NOT TO SCALE
LOCK BOX - SECTION
LOCK BOX - EXAMPLE
A
9/7/2022 11:00:19 AM, prussell
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DESCRIPTION
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MARK
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
GATE DETAILS
AutoCAD SHX Text
AQUEDUCT AND TURTLE LAKE PARKING LOTS
AutoCAD SHX Text
SOUTHWEST DISTRICT
AutoCAD SHX Text
COLORADO
AutoCAD SHX Text
SOUTHWEST DISTRICT
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P. RUSSELL
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P. RUSSELL
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| Sheets and Views |
| 11X17 |
| 02 LOCATIONS.pdf |
| Sheets and Views |
| 11X17 |
| 03 Existing Site Plan Aqueduct - UPDATE.pdf |
| Sheets and Views |
| 11X17 |
| 04 Proposed Aqueduct - update.pdf |
| Sheets and Views |
| 11X17 |
| 05 Existing Site Plan - Turtle Lake.pdf |
| Sheets and Views |
| 11X17 |
| 06 Proposed Site Plan - Turtle Lake UPDATE.pdf |
| Sheets and Views |
| 11X17 |
| 07 XS UPDATE.pdf |
| Sheets and Views |
| 11X17 |
| 08 Signs.pdf |
| Sheets and Views |
| 11X17 |
| 09 Fence - SMOOTH Wire.pdf |
| Sheets and Views |
| 11X17 |
| 10 Gate.pdf |
| Sheets and Views |
| 11X17 |
| 11 Gate Details.pdf |
| Sheets and Views |
| Sheet 2 |
| 08 Signs UPDATE.pdf |
| Sheets and Views |
| 11X17 |
| 04 Proposed Aqueduct - update.pdf |
| Sheets and Views |
| 11X17 |
| 06 Proposed Site Plan - Turtle Lake UPDATE.pdf |
| Sheets and Views |
| 11X17 |
| 08 Signs UPDATE.pdf |
| Sheets and Views |
| 11X17 |
| 08 Signs UPDATE.pdf |
| Sheets and Views |
| 11X17 |
File details come from the government source that posted it. Updated .