A06_-_140L1721Q0032-Plans_1.pdf

PDF 6 MB Posted Jun 28, 2021

Attached to: TRFO - SUMMIT TRAILHEAD
Solicitation number: 140L1721Q0032
Issued by: Department of the Interior Bureau of Land Management Colorado Region

View the file

Other files

File	Type	Posted
A04_-_140L1721Q0032-Bid_Schedule_1.pdf	PDF	Jun 28, 2021
A06_-_140L1721Q0032-Specifications_1.pdf	PDF	Jun 28, 2021

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

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

CARBONDALE

RIFLE

JCT.

COLORADO

MEEKER

SALIDA

LEADVILLE

PUEBLO

COLORADO

SPRINGS

FT. COLLINS

WOLCOTT

STEAMBOAT SPRINGS

DENVER

LIMON

STERLING

NEBRASKA

PROJECT LOCATION

N A

O F

A N

D S

U .S

. D

T O

O R

A U

O F

D M

A N

A G

GENERAL LOCATION MAP

NOT TO SCALE

UNITED STATES DEPARTMENT OF INTERIOR

BUREAU OF LAND MANAGEMENT

SUMMIT TRAILHEAD

PROJECT LOCATION

SCALE: NOT TO SCALE

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

O U

N T

O A

PROJECT SITE

ACCESS ROAD

N A

O F

A N

D S

U .S

. D

T O

O R

A U

O F

D M

A N

A G

NOT TO SCALE

SITE ACCESS

NOT TO SCALE

SITE ACCESS

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

INSTALL NEW GATE

N A

O F

A N

D S

U .S

. D

T O

O R

A U

O F

D M

A N

A G

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

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

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

P C

P T

PT: 4+74.42

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'

25'

15'

50'

33'

20'

29'

53'

15'

48'

15'

-5 .3

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

O F

A N

D S

U .S

. D

T O

O R

A U

O F

D M

A N

A G

0 25'

SCALE 1" = 25'

GRADING PLAN AND SITE LAYOUT

0+00 1+00 2+00 3+00 4+00 5+00

0.00%

0.5 0%

G R

A D

R E

A K

E L

E V

G R

A D

R E

E L

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

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

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

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

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

E V

EXISTING GRADE

FINISH GRADE

18'

21'-4"

3H:1V (TYP)

CUT SECTION 2H:1V

EXISTING GRADE

2% SLOPE

3" AGGREGATE BASE COURSE

PREPARED SUBGRADE

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)

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

O F

A N

D S

U .S

. D

T O

O R

A U

O F

D M

A N

A G

SCALE 1H:10V

PROFILE

1" = 4'

TYPICAL SECTION

1" = 4'

TYPICAL SECTION

1" = 4'

TYPICAL SECTION

30'

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"

CONCRETE FOUNDATION

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

+/- 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

O F

A N

D S

U .S

. D

T O

O R

A U

O F

D M

A N

A G

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'-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)

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

WIRE STAY

(INSTALLED BETWEEN LINE POSTS)

COMPACT BACKFILL (TYP)

N A

O F

A N

D S

U .S

. D

T O

O R

A U

O F

D M

A N

A G

NOT TO SCALE

GATE

NOT TO SCALE

END PANEL

NOT TO SCALE

CORNER PANEL

LINE POSTS

22'-4"

21'

7' 7' 7'

2'-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

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 INCH DIAMETER SCHEDULE 40 STEEL PIPE

2" DIA. SCHEDULE 40 PIPE

2 " DIA. SCH. 40 PIPE

" D

. S

C H

. 8

" D

. S

C H

. 4

" D

. 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

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

O F

A N

D S

U .S

. D

T O

O R

A U

O F

D M

A N

A G

CONNECTION PLATE DETAIL

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"

1" DIAMETER HOLE

" RADIUS (TYP)

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"

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

O F

A N

D S

U .S

. D

T O

O R

A U

O F

D M

A N

A G

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 Jun 28, 2021.