A06_-_140L1721Q0032-Plans.pdf
PDF 6 MB Posted
- Attached to
- TRFO - SUMMIT TRAILHEAD
- Solicitation number
- 140L1721Q0032
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
RIDGEWAY CANON
STATE HIGHWAY
U.S. HIGHWAY
INTERSTATE HIGHWAY
SYMBOL DESCRIPTION
CORTEZ
DURANGO
BLM STATE OFFICE
BLM FIELD OFFICE
STATE CAPITOL
ROCKY FORD
NEW MEXICO
DESCRIPTIONSYMBOL
CITY
ALAMOSA
TRINIDAD
WALSENBURG
OKLAHOMA
GUNNISON
SPRINGS
GLENWOOD
EAGLE
WYOMING
CRAIG
MONTROSE
GRAND
U
TA
H
CARBONDALE
RIFLE
JCT.
COLORADO
MEEKER
SALIDA
LEADVILLE
PUEBLO
COLORADO
SPRINGS
FT. COLLINS
WOLCOTT
STEAMBOAT SPRINGS
DENVER
LIMON
KA
N
SA
S
STERLING
NEBRASKA
PROJECT LOCATION
N A
TI
O
N A
L
SY
ST
EM
O F
PU
BL
IC
L
A N
D S
U .S
. D
EP
A
RT
M
EN
T O
F
TH
E
IN
TE
RI
O R
BU
RE
A U
O F
LA
N
D M
A N
A G
EM
EN
T
GENERAL LOCATION MAP
NOT TO SCALE
N
UNITED STATES DEPARTMENT OF INTERIOR
BUREAU OF LAND MANAGEMENT
SUMMIT TRAILHEAD
PROJECT LOCATION
SCALE: NOT TO SCALE
N
APPROXIMATE PROJECT LOCATION:
LATITUDE: 37.399496°
LONGITUDE: -108.396773°
PROJECT LOCATION
1 TITLE SHEET
2 SITE ACCESS
3 SITE PLAN
4 GRADING AND LAYOUT
5 PROFILE AND SECTIONS
6 DETAILS
7 WIRE FENCE
8 GATE
9 GATE DETAILS
SHEET INDEX
CORTEZ
CO-160
MANCOS
MESA VERDE NATIONAL PARK
DOLORES
CO-184
MONTEZUMA COUNTY
MANCOS QUARRY
(GRAVEL LOCATION)
PROJECT SITE
CO - 184
M O
N T
E Z
U M
A
C
O U
N T
Y
R
O A
D
PROJECT SITE
ACCESS ROAD
N A
TI
O
N A
L
SY
ST
EM
O F
PU
BL
IC
L
A N
D S
U .S
. D
EP
A
RT
M
EN
T O
F
TH
E
IN
TE
RI
O R
BU
RE
A U
O F
LA
N
D M
A N
A G
EM
EN
T
N
NOT TO SCALE
SITE ACCESS
NOT TO SCALE
SITE ACCESS
N
APPROXIMATE LOCATION OF NEAREST GAS LINE
EXISTING GATE
PROPOSED BARBED WIRE FENCE
EXISTING BARBED WIRE FENCE
REMOVE EXISTING BARBED WIRE FENCE BETWEEN NEW FENCE TIE IN LOCATIONS
GATE
KIOSK
CP 2
CP 1
CLEARING AND GRUBBING DISPOSAL AREA
L
L
L
L
L
L
C
C
C
C
C
INSTALL NEW GATE
INSTALL NEW GATE
N A
TI
O
N A
L
SY
ST
EM
O F
PU
BL
IC
L
A N
D S
U .S
. D
EP
A
RT
M
EN
T O
F
TH
E
IN
TE
RI
O R
BU
RE
A U
O F
LA
N
D M
A N
A G
EM
EN
T
N
0 50'
SCALE 1" = 50'
SITE PLAN
SITE ENTRANCE SIGN
PLAN KEYNOTES
NO CAMPING SIGN
EQUESTRIAN PARKING SIGN
30' STEEL PARKING DELINEATOR
20' STEEL PARKING DELINEATOR
CONTROL POINTS
NAD 83 COLORADO STATE PLANE - SOUTH
CP1 (REBAR)
N 1,279,919.7
E 2,158,763.9
ELEV. 7380.9
CP2 (REBAR)
N 1,279,960.6
E 2,158,520.6
ELEV. 7376.0
NUMBER
L1
C1
L2
C2
L3
C3
L4
C4
L5
C5
L6
START STATION
0+00.0
0+82.7
1+57.6
2+84.4
3+56.7
4+74.4
LENGTH
77.230
5.513
39.636
35.211
90.190
36.600
23.626
48.718
87.167
30.532
25.576
RADIUS
30.000
30.000
30.000
30.000
30.000
START NORTHING
1,280,052.3
1,279,969.8
1,279,904.9
1,279,890.2
1,279,952.1
1,280,026.2
START EASTING
2,158,474.3
2,158,468.7
2,158,494.4
2,158,613.4
2,158,620.0
2,158,533.9
END NORTHING
1,279,975.3
1,279,930.4
1,279,879.3
1,279,909.2
1,280,000.2
1,280,051.8
END EASTING
2,158,468.6
2,158,473.0
2,158,580.8
2,158,627.5
2,158,547.3
2,158,534.7
CENTERLINE ALIGNMENT
P C
: 0
.2
P C
.3
P
C
P
C
P
P T
.7
P
T
P
T
P
PT: 4+74.42
L
L
L
L
L
L
C
C
C
C
C
N: 1,280,019.1
E: 2,158,447.8
N: 1,279,969.3
E: 2,158,444.1
N: 1,279,884.2
E: 2,158,462.2
N: 1,279,877.1
E: 2,158,486.1
N: 1,279,873.8
E: 2,158,497.4
N: 1,279,866.7
E: 2,158,521.4
N: 1,279,864.3
E: 2,158,529.4
N: 1,279,860.1
E: 2,158,543.8
N: 1,279,923.4
E: 2,158,516.3
N: 1,279,909.3
E: 2,158,564.3
N: 1,279,954.0
E: 2,158,573.6
N: 1,279,974.8
E: 2,158,569.4
N: 1,280,008.8
E: 2,158,577.9
N: 1,279,981.2
E: 2,158,619.5
50'
50'
25'
25'
15'
50'
33'
20'
29'
53'
15'
48'
15'
15'
-5 .3
.0
N: 1,279,922.8
E: 2,158,620.7
N: 1,279,919.0
E: 2,158,622.3
N: 1,279,960.4
E: 2,158,623.8
N: 1,280,004.6
E: 2,158,557.1
N: 1,280,033.0
E: 2,158,463.8
N: 1,279,952.9
E: 2,158,461.5
N: 1,279,890.6
E: 2,158,574.4
N: 1,279,915.7
E: 2,158,492.0
N A
TI
O
N A
L
SY
ST
EM
O F
PU
BL
IC
L
A N
D S
U .S
. D
EP
A
RT
M
EN
T O
F
TH
E
IN
TE
RI
O R
BU
RE
A U
O F
LA
N
D M
A N
A G
EM
EN
T
N
0 25'
SCALE 1" = 25'
GRADING PLAN AND SITE LAYOUT
C
B
D
0+00 1+00 2+00 3+00 4+00 5+00
0.00%
0.5 0%
G R
A D
E
B
R E
A K
S
E L
E V
G R
A D
E
B
R E
K
E L
V
50.00'
PVI STA = 1+40.00
PVI ELEV = 7371.42
K = 7.14
LP STA = 1+64.98
LP ELEV = 7371.42
B V
B V
E V
E V
28.50'
PVI STA = 2+06.40
PVI ELEV = 7371.42
K = 5.80
LP STA = 1+92.15
LP ELEV = 7371.42
B V
B V
E V
E V
50.00'
PVI STA = 0+66.05
PVI ELEV = 7376.59
K = 5.49
HP STA. = 0+52.59
HP ELEV = 7376.19
B V
B V
E V
E V
50.00'
PVI STA = 3+20.00
PVI ELEV = 7377.00
K = 11.32
HP STA. = 3+45.00
HP ELEV = 7377.12
B V
B V
E V
E V
50.00'
PVI STA = 4+00.00
PVI ELEV = 7377.40
K = 27.82
HP STA. = 3+88.85
HP ELEV = 7377.31
B V
B V
E V
E V
EXISTING GRADE
FINISH GRADE
18'
21'-4"
3H:1V (TYP)
CUT SECTION 2H:1V
EXISTING GRADE
EXISTING GRADE
2% SLOPE
3" AGGREGATE BASE COURSE
PREPARED SUBGRADE
2'
1'
CUT SECTION 2H:1V
DITCH
3" AGGREGATE SUBBASE
53'
3H:1V (TYP)
EXISTING GRADE
2% SLOPE
3" AGGREGATE BASE COURSE
PREPARED SUBGRADE
EXISTING GRADE
3H:1V (TYP)
3H:1V (TYP)
2H:1V (TYP)
3" AGGREGATE SUBBASE
2% SLOPE
48'
3H:1V (TYP)
EXISTING GRADE
2% SLOPE
3" AGGREGATE BASE COURSE
PREPARED SUBGRADE
EXISTING GRADE
3" AGGREGATE SUBBASE
N A
TI
O
N A
L
SY
ST
EM
O F
PU
BL
IC
L
A N
D S
U .S
. D
EP
A
RT
M
EN
T O
F
TH
E
IN
TE
RI
O R
BU
RE
A U
O F
LA
N
D M
A N
A G
EM
EN
T
SCALE 1H:10V
PROFILE
1" = 4'
TYPICAL SECTION
B
1" = 4'
TYPICAL SECTION
C
1" = 4'
TYPICAL SECTION
D
3"
30'
2'
30°
6" DIAMETER, SCHEDULE 40, STEEL PIPE, BURIED 3" INTO AGGREGATE
WELD STEEL PLATE EACH END, GRIND SMOOTH
WELD REBAR FLUSH TO PIPE, GRIND SMOOTH
#4 REBAR, 24" LONG
3 TOTAL PER DELINEATOR
EQUALLY SPACED
PREPARED AND COMPACTED SUBGRADE
AGGREGATE SURFACING
FINISH GRADE
20' - SEE PLAN
1'-6"
2'-6"
2'
CONCRETE FOUNDATION
2'
5'
4" x 4" PRESSURE TREATED
MITER TOP
COMPACT BACKFILL
EQUESTRIAN PARKING SIGN
(OR "NO CAMPING" SIGN)
GROUND SURFACE
ENCASE IN CONCRETE (TYP)
72" X 36" SIGN PROVIDED BY GOVERNMENT
GROUND SURFACE
3'
+/- 30"
(FIT TO SIGN WIDTH)
8' x 6" DIAMETER PRESSURE
TREATED TIMBER
2'-6"
1'-6"
8" x 8" NO CAMPING SIGN
SUMMIT TRAILHEAD
BUREAU OF LAND MANAGEMENT
TRES RIOS FIELD OFFICE
"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
N A
TI
O
N A
L
SY
ST
EM
O F
PU
BL
IC
L
A N
D S
U .S
. D
EP
A
RT
M
EN
T O
F
TH
E
IN
TE
RI
O R
BU
RE
A U
O F
LA
N
D M
A N
A G
EM
EN
T
NOT TO SCALE
STEEL TRAILER PARKING DELINEATOR
NOT TO SCALE
KIOSK FOUNDATION DETAIL
NOT TO SCALE
EQUESTRIAN AND NO CAMPING SIGNS
NOT TO SCALE
ENTRANCE SIGN
NOT TO SCALE
ENTRANCE SIGN - CONNECTION DETAIL
1'-4"
2'
2'-6"
3'-6"
3'-6" (TYP)
4'-6" (TYP)
8' (TYP)
SMOOTH WIRE
BARBED 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)
N A
TI
O
N A
L
SY
ST
EM
O F
PU
BL
IC
L
A N
D S
U .S
. D
EP
A
RT
M
EN
T O
F
TH
E
IN
TE
RI
O R
BU
RE
A U
O F
LA
N
D M
A N
A G
EM
EN
T
NOT TO SCALE
GATE
NOT TO SCALE
END PANEL
NOT TO SCALE
CORNER PANEL
LINE POSTS
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)
1/4TYPICAL ALL PIECES
2" x 3" x 14" 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 INCH DIAMETER SCHEDULE 40 STEEL PIPE
2" DIA. SCHEDULE 40 PIPE
2 " DIA. SCH. 40 PIPE
2 " DIA. SCH. 40 PIPE
2 " DIA. SCH. 40 PIPE
" D
IA
. S
C H
. 8
PI
PE
" D
IA
. S
C H
. 4
PI
PE
" D
IA
. S
C H
. 4
5" x 4" x 14" 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'-41 2"
4" DIAMETER x 12" THICK STEEL WASHER
4" DIAMETER x 12" 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
Ø21 2"
R21 4"
R3 5 16"
3 3 16"
4-1/2" x 7" x 12" PLATE
N A
TI
O
N A
L
SY
ST
EM
O F
PU
BL
IC
L
A N
D S
U .S
. D
EP
A
RT
M
EN
T O
F
TH
E
IN
TE
RI
O R
BU
RE
A U
O F
LA
N
D M
A N
A G
EM
EN
T
CONNECTION PLATE DETAIL
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
N A
TI
O
N A
L
SY
ST
EM
O F
PU
BL
IC
L
A N
D S
U .S
. D
EP
A
RT
M
EN
T O
F
TH
E
IN
TE
RI
O R
BU
RE
A U
O F
LA
N
D M
A N
A G
EM
EN
T
NOT TO SCALE
LOCK BOX - PLAN VIEW
NOT TO SCALE
LOCK BOX - ELEVATION
NOT TO SCALE
LOCK BOX - SECTION
LOCK BOX - EXAMPLE
File details come from the government source that posted it. Updated .