DRAFT_Plans_-_Calf_Creek_Rec_Redevelopment_1.pdf
PDF 13 MB Posted
- Attached to
- Calf Creek Recreation Area Redevelopment Federal contract opportunity
- Solicitation number
- 140L5724R0001
About this file
This document provides details for a pre-solicitation federal contract opportunity for recreation area redevelopment. The Bureau of Land Management Utah Region is seeking proposals to redevelop the Calf Creek Recreation Area, as outlined in the attached draft plans. The opportunity is identified as Solicitation Number 140L5724R0001, with responses due at a date not specified in the provided information. The draft plans attached indicate the scope of redevelopment work includes upgrades and improvements to existing facilities, as well as potential new structures and amenities, but final requirements will be defined in the full solicitation. No other salient details are included in this document related to pricing, terms, timelines, or incumbent contractors.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| PreSolicitationNotice140L5724R0001_1.pdf | ||
| DRAFT_Specs_-_Calf_Creek_Rec_Redevelopment_1.pdf |
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Text version
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INDEX OF DRAWINGS
DESIGNERS
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE
YOU DIG, GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER
UTILITIES
Call before you dig.
Know what's below .
PROJECT VICINITY SITE ACCESSPROJECT LOCATION
U.S. DEPARTMENT OF THE INTERIOR
BUREAU OF LAND MANAGEMENT
CALF CREEK RECREATION AREA
REDEVELOPMENT
INDEX OF DRAWINGS
DESIGNERS
PROJECT
LOCATION
GENERAL
G001 COVER SHEET
CIVIL
C100 OVERALL PLAN VIEW
C201 DAY USE AREA
C202 WATER PLAY AREA
C203 PLAN VIEW SITES 1 - 4
C204 PLAN VIEW SITES 5 - 8
C205 PLAN VIEW SITES 9 - 12
C206 PLAN VIEW VAULT TOILET AND SITE 13
C207 PLAN VIEW SITES 14 - 17
C501 DETAILS
C502 DETAILS
C503 DETAILS
C504 BRIDGE DETAILS
STRUCTURAL
S101 PICNIC SHELTER
S501 DETAILS
S901 PICNIC SHELTER CONCEPT
PROJECT
VICINITY
PROJECT SITE
DRAFT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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COVER SHEET
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CALF CREEK RECREATION AREA REDEVELOPMENT
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GRAND STAIRCASE-ESCALANTE NATIONAL MONUMENT
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UTAH
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G. THORSON
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A. RICO
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G. THORSON
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G. MECHAM
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EL: 5295.35
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EL: 5299.00
EL: 5293.00
EL: 5294.05
U.S. DEPARTMENT OF THE INTERIOR
BUREAU OF LAND MANAGEMENT
15'
60' 0 60'
REPLACE ALL TIMBER COMPONENTS OF
EXISTING BRIDGE. EXISTING TOWERS,
CABLES & ABUTMENTS TO REMAIN
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STAGING AREA
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DAY USE AREA
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SITES 16 - 17
C206
VAULT TOILET AND SITE 15
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SITES 5 - 10
C205
SITES 11 - 14
C202
WATER PLAY AREA
C203
SITES 1 - 4
DRAFT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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OVERALL PLAN VIEW
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CALF CREEK RECREATION AREA REDEVELOPMENT
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UTAH
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G. THORSON
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A. RICO
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B. CARTER
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G. MECHAM
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DAY USE AREA PROPOSED LAYOUT
DAY USE AREA DEMOLITION
SCALE IN FEET
20 40
SCALE IN FEET
20 40
IMPROVE EXISTING TRAIL
6' WIDE
1,070 FT
BLEND WITH GRADING
AND CONNECT TO SHEET
C202
CONNECTS TO EXISTING
DAY USE AREA
C501
INSTALL NEW GROUP
SHADE STRUCTURE
SCHEDULE B
EXISTING FEE
KIOSK STATION
TO REMAIN
REMOVE EXISTING
SHADE STRUCTURE
NEW SPLIT RAIL
POLE FENCE 16'
C502
NEW SPLIT RAIL
POLE FENCE 16'
C502
REMOVE EXISTING
SHADE STRUCTURE
REMOVE EXISTING
CONCRETE PAD
(60'X30')
EXISTING FEE
DAY USE AREA
TO REMAIN
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1. TABLE TO BE PILOT ROCK MODEL #SPC-TB-031 OR APPROVED EQUAL.
COLOR TO BE SELECTED FROM MANUFACTURE'S STANDARD COLOR. PROVIDE A
TOTAL OF 20 TABLES. 12 - 6 FT TABLES AND 8 - 8 FT TABLES
2. SHADE STRUCTURES AND PAVILION SHALL BE FURNISHED BY GOVERNMENT
AND INSTALLED BY CONTRACTOR. ACTUAL LOCATION AND ORIENTATION SHALL
BE DETERMINED WITH A BLM REPRESENTATIVE PRIOR TO CONSTRUCTION.
IMPROVE EXISTING TRAIL
6' WIDE
2,100 FT
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SHADE STRUCTURE
SCHEDULE A
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SHADE STRUCTURE
SCHEDULE A
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INSTALL NEW
SHADE STRUCTURE
SCHEDULE A
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DRAFT
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BUREAU OF LAND MANAGEMENT
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DAY USE AREA
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UTAH
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WATER PLAY AREA PROPOSED LAYOUT
WATER PLAY AREA DEMOLITION
REMOVE EXISTING BLOCK WALLS
(~250FT
), FENCES (50FT), AND
STAIRS. RETAIN EXISTING TREES AND
ROOTS AS MUCH AS POSSIBLE
TYP
SCALE IN FEET
10 20
SCALE IN FEET
10 20
REMOVE EXISTING TABLE
AND CONCRETE PAD
REMOVE EXISTING TABLE
AND CONCRETE PAD
CONNECTS TO DAY USE
TRAIL IMPROVEMENTS
SHEET C201
IMPROVED GRAVEL
SURFACE
775 FT
STONE FACE
CONCRETE
RETAINING WALL 1
60 FT
C503
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CONCRETE STAIRS
TO BEDROCK
REMOVE EXISTING BLOCK STAIRS
AND CONCRETE FOOTING
REMOVE EXISTING CONCRETE
AND STONE STEPS
C503
REMOVE EXISTING
ABANDONED PIPE
STACKED NATIVE STONE
RETAINING WALL 2
4' HEIGHT TYP
7' MAX.
80FT
C503
RETAIN AND PROTECT
EXISTING TREE
CONSTRUCT MID SLOPE
DRAINAGE DITCH TO DIRECT
RUNOFF TO END OF WALL
CONSTRUCT MID SLOPE
DRAINAGE DITCH TO
DIRECT RUNOFF TO END
OF WALL
2'-10"
1'-4
2'-10"
PLATFORM
EL 5266.4
GRADE PLATFORM AREA
TO DRAIN TO STAIRS
PLATFORM
EL 5266.0
PLATFORM
EL 5267.0
PATHWAY
EL 5267.5
PATHWAY
EL 5268.0
PATHWAY
EL 5268.5
PATHWAY
EL 5270.0
PATHWAY
EL 5269.0
3'-2"
2'
TOP OF WALL
EL 5270.0
TOP OF WALL
EL 5270.0
TOP OF WALL
EL 5273.0
TOP OF WALL
EL 5270.0
TOP OF WALL
EL 5273.0
TOP OF WALL
EL 5270.0
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BUREAU OF LAND MANAGEMENT
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WATER PLAY AREA
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CALF CREEK RECREATION AREA REDEVELOPMENT
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UTAH
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G. THORSON
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NEW WALK-IN SITE
900FT
SITES 1 - 4 PROPOSED LAYOUT
SITES 1 - 4 DEMOLITION
REMOVE
EXISTING TABLE
REMOVE EXISTING FIRE RING
REMOVE EXISTING
CONCRETE SLAB
~60'x30'
NEW WALK-IN
SITE
900FT
NEW WALK-IN SITE
900FT
NEW WALK-IN SITE
900FT
INSTALL NEW 16'x16'
TENT PAD
INSTALL NEW FIRE RING
SCALE IN FEET
10 20
SCALE IN FEET
10 20
REMOVE EXISTING
TABLE
INSTALL NEW TABLE
REMOVE EXISTING BLOCK WALLS AND STAIRS.
MAX HEIGHT 4', APPROXIMATE WALL AREA 100FT
INSTALL NEW 16'x16'
TENT PAD
INSTALL NEW FIRE RING
INSTALL NEW TABLE
INSTALL NEW TABLE
INSTALL NEW TABLE
C501
C501
C501
NOTES:
1. LAYOUT OF CAMPING UNITS, PATHWAYS, AND DIMENSIONS OF TENT PADS
TO BE DETERMINED WITH BLM ON SITE REPRESENTATIVE PRIOR TO
CONSTRUCTION. DIMENSIONS SHOWN ARE FOR VISUAL REFERENCE.
2. EACH CAMP SITE AREA TO BE GRADED TO DRAIN TO NATURAL CHANNELS
AND SURFACED WITH 2" OF ROAD BASE GRAVEL. PROOF ROLL GRAVEL TO
FIRM AND UNYIELDING.
3. PROTECT EXISTING VEGETATION AS MUCH AS POSSIBLE. ANY VEGETATION
OR TREE REMOVAL MUST BE APPROVED BY BLM.
4. ACCESS TO SITES IS LIMITED. EQUIPMENT ACCESS MUST BE
PRE-APPROVED BY BLM.
5. TABLE TO BE PILOT ROCK MODEL WXTH SERIES - #SPC-TB-031 OR
APPROVED EQUAL. COLOR TO BE SELECTED FROM MANUFACTURE'S
STANDARD COLOR. PROVIDE A TOTAL OF 20 TABLES. 12 - 6 FT TABLES
AND 5 - 8 FT TABLES
SLOPE EXISTING SOIL AFTER REMOVAL OF WALL,
EXPORT AS NEEDED. PROTECT EXISTING TREES AND
ROOTS AS MUCH AS POSSIBLE. MAXIMUM SLOPE
1V:2H.
NEW SPLIT RAIL POLE FENCE
16'
C502
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FIRE RING
INSTALL NEW FIRE RING
C501
IMPROVE EXISTING TRAIL
4' WIDE, 470 FT
C501
INSTALL NEW 16'x16'
TENT PAD
C501
C501
NEW SPLIT RAIL POLE FENCE
16'
C502
NEW SPLIT RAIL POLE FENCE
16'
C502
C502
INSTALL NEW 16'x16'
TENT PAD
C501
INSTALL NEW FIRE RING
C501
REGRADE AREAS WHERE
CONCRETE PAD WAS
REMOVED. IMPORT FILL
AS NEEDED TO BLEND
WITH CAMPSITE FILL AND
ADJACENT GROUND
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SITE SIGNDRAFT
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BUREAU OF LAND MANAGEMENT
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CALF CREEK RECREATION AREA REDEVELOPMENT
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GRAND STAIRCASE-ESCALANTE NATIONAL MONUMENT
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UTAH
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G. THORSON
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A. RICO
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G. THORSON
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G. MECHAM
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SITES 5 - 10 PROPOSED LAYOUT
SITES 5 - 10 DEMOLITION
REMOVE EXISTING FIRE RING
SCALE IN FEET
20 40 0
SCALE IN FEET
20 40
RECONFIGURED SITE
550FT
RECONFIGURED SITE
550FT
RECONFIGURED SITE
1100 FT
RECONFIGURED SITE
1600 FT
INSTALL NEW 12'x12'
TENT PAD
REMOVE EXISTING
COOKING PEDESTAL
REMOVE EXISTING TABLE
REMOVE CONCRETE PAD
REMOVE EXISTING
COOKING PEDESTAL
REMOVE EXISTING
FIRE RING
REMOVE EXISTING TABLE
AND CONCRETE PAD
REMOVE EXISTING
COOKING PEDESTAL
REMOVE EXISTING FIRE RING
REMOVE EXISTING
TABLE
REMOVE EXISTING
FIRE RING
REMOVE EXISTING
COOKING PEDESTAL
REMOVE EXISTING TABLE
INSTALL NEW
FIRE RING
INSTALL NEW TABLE
INSTALL NEW TABLE
INSTALL NEW TABLE
INSTALL NEW TABLE
INSTALL NEW FIRE RING
INSTALL NEW FIRE RING
INSTALL NEW 12'x12'
TENT PAD
INSTALL NEW 16'x16'
TENT PAD
INSTALL NEW 16'x16'
TENT PAD
NOTES:
1. LAYOUT OF CAMPING UNITS, PATHWAYS, AND DIMENSIONS OF TENT
PADS TO BE DETERMINED WITH BLM ON SITE REPRESENTATIVE PRIOR
TO CONSTRUCTION. DIMENSIONS SHOWN ARE FOR VISUAL REFERENCE.
2. EACH CAMP SITE AREA TO BE GRADED TO DRAIN TO NATURAL
CHANNELS AND SURFACED WITH 2" OF ROAD BASE GRAVEL. PROOF
ROLL GRAVEL TO FIRM AND UNYIELDING.
3. TABLE TO BE PILOT ROCK WXTH SERIES - #SPC-TB-031 OR APPROVED
EQUAL. COLOR TO BE SELECTED FROM MANUFACTURE'S STANDARD
COLOR. PROVIDE A TOTAL OF 20 TABLES. 12 - 6 FT TABLES AND 5 - 8 FT
TABLES.
CLEAR AND GRUB SELECTIVE AREA, SURFACE
WITH 4" OF ROAD BASE GRAVEL COMPACTED TO
FIRM AND UNYIELDING
250FT
SELECTIVE REMOVAL OF
VEGETATION AS DIRECTED BY
BLM TO INCREASE PARKING
INSTALL NEW FIRE RING
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27'-8"
SURFACE WITH 4" OF ROAD BASE GRAVEL
COMPACTED TO FIRM AND UNYIELDING
250FT
REMOVE EXISTING
ASPHALT 590 FT²
NEW SITE
SITE 750FT
INSTALL NEW TABLE
INSTALL NEW 12'x12'
TENT PAD
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NEW SITE 1000 FT
INSTALL NEW 12'x12'
TENT PAD
C501
INSTALL NEW
FIRE RING
INSTALL NEW TABLE
C501
REMOVE VEGETATION
650 FT
REMOVE VEGETATION 680 FT
REMOVE VEGETATION 350 FT
INSTALL NEW FIRE
RING
C501
REMOVE EXISTING
ASPHALT 103 FT²
NEW ROAD BASE 250 FT
NEW SPLIT RAIL POLE
FENCE 24' (2 EACH)
C502
NEW SPLIT RAIL POLE
FENCE 16' (2 EACH)
C502
REMOVE VEGETATION
320 FT
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DRAFT
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PLAN VIEW SITES 5 - 10
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CALF CREEK RECREATION AREA REDEVELOPMENT
AutoCAD SHX Text
GRAND STAIRCASE-ESCALANTE NATIONAL MONUMENT
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UTAH
AutoCAD SHX Text 30130-015
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G. THORSON
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A. RICO
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G. THORSON
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G. MECHAM
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C204
EL: 5297.50
EL: 5291.50
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SITES 11 - 14 PROPOSED LAYOUT
SITES 11 - 14 DEMOLITION
REMOVE EXISTING
COOKING PEDESTAL
REMOVE EXISTING TABLE
REMOVE CONCRETE PAD
REMOVE EXISTING FIRE RING
REMOVE EXISTING
COOKING PEDESTAL
REMOVE EXISTING
TABLE
REMOVE EXISTING FIRE RING
REMOVE EXISTING
SHADE STRUCTURE
REMOVE EXISTING
COOKING PEDESTAL
REMOVE EXISTING
TABLE
REMOVE EXISTING FIRE RING
REMOVE EXISTING TABLE
REMOVE EXISTING FIRE RING
SCALE IN FEET
20 40
SCALE IN FEET
20 40
INSTALL NEW 16'x16'
TENT PAD
INSTALL NEW SHADE STRUCTURE
INSTALL NEW SHADE STRUCTURE
INSTALL NEW FIRE RING
INSTALL NEW TABLE
INSTALL NEW TABLE
UNDER SHADE STRUCTURE
INSTALL NEW TABLE
IMPROVE 4' WIDE PATH AS PART OF
CAMP SITE AREA
(INCLUDED IN CAMP AREA QUANTITY)
INSTALL NEW FIRE RING
INSTALL NEW FIRE RING
INSTALL NEW FIRE RING
INSTALL NEW 14'x14'
TENT PAD
INSTALL NEW 16'x16'
TENT PAD
INSTALL NEW 16'x16'
TENT PAD
RECONFIGURED SITE
1050FT
RECONFIGURED SITE
900FT
RECONFIGURED SITE
600FT
SEE NOTE 3
RECONFIGURED SITE
750FT
SEE NOTE 3
INSTALL NEW STONE
SLAB STEPS
S101
S101
NOTES:
1. LAYOUT OF CAMPING UNITS, PATHWAYS, AND DIMENSIONS OF TENT PADS TO BE DETERMINED WITH BLM ON SITE
REPRESENTATIVE PRIOR TO CONSTRUCTION. DIMENSIONS SHOWN ARE FOR VISUAL REFERENCE.
2. EACH CAMP SITE AREA TO BE GRADED TO DRAIN TO NATURAL CHANNELS AND SURFACED WITH 2" OF ROAD BASE GRAVEL.
PROOF ROLL GRAVEL TO FIRM AND UNYIELDING.
3. ACCESS TO SITES IS EXTREMELY LIMITED. EQUIPMENT ACCESS MUST BE PRE-APPROVED BY BLM. ANY VEGETATION
DISTURBANCE AS A RESULT OF ACCESS SHALL BE MINIMIZED AND RESTORED BY THE CONTRACTOR AFTER WORK IS COMPLETE.
4. TABLE TO BE PILOT ROCK WITH SERIES - #SPC-TB-031 OR APPROVED EQUAL. COLOR TO BE SELECTED FROM MANUFACTURE'S
STANDARD COLOR. PROVIDE A TOTAL OF 20 TABLES. 12 - 6 FT TABLES AND 5 - 8 FT TABLES
5. SHADE STRUCTURES AND PAVILION SHALL BE FURNISHED BY GOVERNMENT AND INSTALLED BY CONTRACTOR. ACTUAL
LOCATION AND ORIENTATION SHALL BE DETERMINED WITH A BLM REPRESENTATIVE PRIOR TO CONSTRUCTION.
NEW SPLIT RAIL POLE FENCE
16'
C502
INSTALL NEW TABLE
UNDER SHADE STRUCTURE
IMPROVE 4' WIDE
PATH AS PART OF
CAMP SITE AREA
(INCLUDED IN CAMP
AREA QUANTITY)
C501
C501
C501
C501
C501
C501
C501
C501
REMOVE EXISTING BLOCK STEPS
AND RECLAIM TRAIL
C502
18'-8"
REMOVE ASPHALT PARKING SPACE
250FT
~20FT SAW CUT
REGRADE AREAS WHERE ASPHALT WAS
REMOVED. IMPORT ROAD BASE AS NEEDED TO
BLEND WITH CAMPSITE FILL AND ADJACENT
GROUND
140FT
CLEAR AND GRUB SELECTIVE
AREA, SURFACE WITH 4" OF ROAD
BASE GRAVEL COMPACTED TO
FIRM AND UNYIELDING
380FT
INSTALL ROCK BARS
(3 TYP) SPACE EVENLY
INSTALL ROCK BARS
(3 TYP) SPACE EVENLY
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C503
SITE SIGN
11A
C503
SITE SIGN
11A
C503
SITE SIGN
DRAFT
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DESCRIPTION
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MARK
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APPROVED
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DATE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text PLOT DATE:11/8/2023 11:03 AM PLOTTED BY:Barfuss, David C 11/8/2023 11:03 AM PLOTTED BY:Barfuss, David C PLOTTED BY:Barfuss, David C Barfuss, David C \\blm.doi.net\dfs\ut\rf\users\dbarfuss\My Documents\2023\PARIA\Calf Creek Campground\Calf Creek.015 Final Drawings\105% CivIL - GAOA
AutoCAD SHX Text
PLAN VIEW SITES 11-14
AutoCAD SHX Text
CALF CREEK RECREATION AREA REDEVELOPMENT
AutoCAD SHX Text
GRAND STAIRCASE-ESCALANTE NATIONAL MONUMENT
AutoCAD SHX Text
UTAH
AutoCAD SHX Text 30130-015
AutoCAD SHX Text
G. THORSON
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A. RICO
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G. THORSON
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G. MECHAM
AutoCAD SHX Text 01/19/2018
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AutoCAD SHX Text
C205
EL: 5295.35
EL: 5299.00
EL: 5293.00
EL: 5294.05
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REMOVE EXISTING FIRE RING
REMOVE EXISTING
3X3 CONCRETE SLAB
INSTALL NEW 16'x16'
TENT PAD
INSTALL NEW SHADE STRUCTURE
REMOVE EXISTING TABLE
REMOVE EXISTING CONCRETE
SLAB AND BLOCKS
INSTALL NEW TABLE UNDER
SHADE STRUCTURE
VAULT TOILET AND SITE 15 PROPOSED LAYOUT
VAULT TOILET AND SITE 15 DEMOLITION
INSTALL NEW FIRE RING
RECONFIGURED SITE
1000FT
SEE NOTE 3 AND 4
S101
INSTALL NEW STONE SLAB STEPS
C502
NOTES:
1. LAYOUT OF CAMPING UNITS, PATHWAYS, AND DIMENSIONS OF TENT PADS TO BE DETERMINED WITH BLM ON SITE
REPRESENTATIVE PRIOR TO CONSTRUCTION. DIMENSIONS SHOWN ARE FOR VISUAL REFERENCE.
2. EACH CAMP SITE AREA TO BE GRADED TO DRAIN TO NATURAL CHANNELS AND SURFACED WITH 2" OF ROAD BASE GRAVEL. PROOF
ROLL GRAVEL TO FIRM AND UNYIELDING.
3. ACCESS TO SITES IS EXTREMELY LIMITED. EQUIPMENT ACCESS MUST BE PRE-APPROVED BY BLM. ANY VEGETATION DISTURBANCE
AS A RESULT OF ACCESS SHALL BE MINIMIZED AND RESTORED BY THE CONTRACTOR AFTER WORK IS COMPLETE.
4. SITE 13 SHALL BE GRADED TO DRAIN TO THE SOUTH AND AWAY FROM STAIRS.
5. TABLE TO BE PILOT ROCK WXTH SERIES - #SPC-TB-031 OR APPROVED EQUAL. COLOR TO BE SELECTED FROM MANUFACTURE'S
STANDARD COLOR. PROVIDE A TOTAL OF 20 TABLES. 12 - 6 FT TABLES AND 5 - 8 FT TABLES
5. SHADE STRUCTURES AND PAVILION SHALL BE FURNISHED BY GOVERNMENT AND INSTALLED BY CONTRACTOR. ACTUAL
LOCATION AND ORIENTATION SHALL BE DETERMINED WITH A BLM REPRESENTATIVE PRIOR TO CONSTRUCTION.
C501
C501
SCALE IN FEET
20 40
SCALE IN FEET
20 40
INSTALL ROCK BARS
(2 TYP) SPACE EVENLY
NEW SPLIT RAIL POLE FENCE
32'
C502
EXISTING VAULT
TOILET TO REMAIN
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DESCRIPTION
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MARK
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APPROVED
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DATE
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UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text PLOT DATE:11/8/2023 11:12 AM PLOTTED BY:Barfuss, David C 11/8/2023 11:12 AM PLOTTED BY:Barfuss, David C PLOTTED BY:Barfuss, David C Barfuss, David C \\blm.doi.net\dfs\ut\rf\users\dbarfuss\My Documents\2023\PARIA\Calf Creek Campground\Calf Creek.015 Final Drawings\105% CivIL - GAOA
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PLAN VIEW VAULT TOILET AND SITE 15
AutoCAD SHX Text
CALF CREEK RECREATION AREA REDEVELOPMENT
AutoCAD SHX Text
GRAND STAIRCASE-ESCALANTE NATIONAL MONUMENT
AutoCAD SHX Text
UTAH
AutoCAD SHX Text 30130-015
AutoCAD SHX Text
G. THORSON
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A. RICO
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G. THORSON
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G. MECHAM
AutoCAD SHX Text 01/19/2018
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C206
EL: 5271.5 ±
(5272.0)
EL: 5272.50
(5272.25)
EL: 5270.5
(5268.50)
EL: 5277.00
(5274.50)
EL: 5264.00
(5266.00)
EL: 5267.50
(5266.50)
EL: 5270.5
(5266)
EL: 5271.5
(5272.25)
EL: 5274.00
(5272.5)
EL: 5273.5
(5270.0)
EL: 5266.00
(5264.50)
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SITES 16 - 17 PROPOSED LAYOUT
SITES 16 - 17 DEMOLITION
RECONFIGURE SITE
1000 FT
REMOVE EXISTING FIRE RING
REMOVE EXISTING
COOKING PEDESTAL
REMOVE EXISTING TABLE
AND EXISTING CONCRETE SLAB
REMOVE EXISTING FIRE RING
REMOVE EXISTING COOKING PEDESTAL
REMOVE EXISTING TABLE
AND EXISTING CONCRETE SLAB
REMOVE EXISTING BLOCK
WALLS / STEPS
REMOVE EXISTING BLOCK WALL
NEW ROCK WALL
SIM.
NEW 6" THICK OF ROAD BASE GRAVEL PARKING AREA, 1000 FT
REGRADE EXISTING OR IMPORT STRUCTURAL FILL AS NEEDED
COMPACT TO FIRM AND UNYIELDING
MATCH INTO EXISTING ASPHALT
INSTALL NEW FIRE RING (2 EACH TYP.)
INSTALL NEW 16'x16' TENT PAD
ZUNI BOWL SEE DETAIL
SCALE IN FEET
20 40
SCALE IN FEET
20 40
REPLACE EXISTING TABLES
(2 EA TYP.)
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1. LAYOUT OF CAMPING UNITS, PATHWAYS, AND DIMENSIONS OF TENT PADS TO BE DETERMINED WITH BLM ON SITE
REPRESENTATIVE PRIOR TO CONSTRUCTION. DIMENSIONS SHOWN ARE FOR VISUAL REFERENCE.
2. EACH CAMP SITE AREA TO BE GRADED TO DRAIN TO NATURAL CHANNELS AND SURFACED WITH 2" OF ROAD BASE
GRAVEL. PROOF ROLL GRAVEL TO FIRM AND UNYIELDING.
3. ACCESS TO SITES IS EXTREMELY LIMITED. EQUIPMENT ACCESS MUST BE PRE-APPROVED BY BLM. ANY
VEGETATION DISTURBANCE AS A RESULT OF ACCESS SHALL BE MINIMIZED AND RESTORED BY THE
CONTRACTOR AFTER WORK IS COMPLETE.
4. TABLE TO BE PILOT ROCK WXTH SERIES - #SPC-TB-031 OR APPROVED EQUAL. COLOR TO BE SELECTED FROM
MANUFACTURE'S STANDARD COLOR. PROVIDE A TOTAL OF 20 TABLES. 12 - 6 FT TABLES AND 5 - 8 FT TABLES
REMOVE EXISTING
CONCRETE FOUNDATION
DEFINE AND DIRECT DITCH
LINE TO EXISTING DRAINAGE
NEW ROCK WALLS AND GRADE EXISTING SOIL TO
DRAIN. EXISTING GROUND VARIES AND SLOPES
AWAY FROM THE PARKING AREA, FILL AS MUCH
AS 10' MAY BE REQUIRED
ESTIMATED FILL 150 CY
C501
C501
REMOVE ASPHALT PARKING SPACE
410FT
~65FT SAW CUT
REGRADE AREAS WHERE ASPHALT WAS
REMOVED. IMPORT ROAD BASE AS NEEDED TO
BLEND WITH CAMPSITE FILL AND ADJACENT
GROUND
450 FT
C501
A
ZUNI BOWL
ROCK DAM
PLUNGE POOL
SPLASH APRON
HEAD CUT POUR-OVER
VALLEY GUTTER
35 FT
7A
C502
NEW ROCK WALL
18"-30" STONE -
SIM.
C503
NEW SPLIT RAIL POLE FENCE
40'
C502
REMOVE ASPHALT PARKING SPACE
115FT
~55FT SAW CUT
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SITE SIGN
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INSTALL NEW 16'x16' TENT PAD
C501DRAFT
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SHEET
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OF
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DATE:
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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 PLOT DATE:11/3/2023 8:35 AM PLOTTED BY:Barfuss, David C 11/3/2023 8:35 AM PLOTTED BY:Barfuss, David C PLOTTED BY:Barfuss, David C Barfuss, David C \\blm.doi.net\dfs\ut\rf\users\dbarfuss\My Documents\2023\PARIA\Calf Creek Campground\Calf Creek.015 Final Drawings\105% CivIL - GAOA
AutoCAD SHX Text
PLAN VIEW SITES 16 - 17
AutoCAD SHX Text
CALF CREEK RECREATION AREA REDEVELOPMENT
AutoCAD SHX Text
GRAND STAIRCASE-ESCALANTE NATIONAL MONUMENT
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UTAH
AutoCAD SHX Text 30130-015
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G. THORSON
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A. RICO
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G. THORSON
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G. MECHAM
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C207
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TYPICAL CONCRETE SECTION
4" CONCRETE
REINFORCED WITH 10GA
MESH AT 4" OC OR #3
BAR AT 18" OC
IMPROVED TRAIL DETAIL
4" OF 3/4" AGGREGATE BASE
UNDISTURBED AND
PROOF ROLLED NATIVE
SOIL
WIDTH VARIES
TYP TRAIL WIDTH 4' - 8'
TENT PAD DETAIL
2% SLOPE MAX
FILL WITH
" MAX SIZE
SCREENED NATIVE SOIL
8"x8" TREATED LUMBER
" REBAR PIN 24" LONG AT 4' OC
RECESS HEAD 1"
* SIZE OF TENT PADS WILL VARY. ACTUAL SIZE WILL BE
DIRECTED IN THE FIELD BY THE BLM REPRESENTATIVE.
SECURE CORNERS WITH
16" LOG SCREW, 2 AT
EACH CORNER
FIRE RING INSTALLATION *
12' - 16'*
" SAWCUT OR
TOOLED JOINT
EXPANSION JOINT
MATERIAL
1/2" JOINT
" SEALANT
FIRST POUR SECOND POUR
" DIA x 18" DOWEL
@ 18" O.C.
CONSTRUCTION JOINT CONTROL JOINT
EXPANSION JOINT
NOTE: CONSTRUCTION JOINTS & CONTROL JOINT SHALL DIVIDE SLAB INTO AREAS NOT EXCEEDING 225 SQFT WITHOUT REENTRANT
CORNERS AND WITH LENGTH TO WIDTH RATIOS NOT EXCEEDING 1
TO 1. CONTRACTOR SHALL SUBMIT LAYOUT PLAN SHOWING
PROPOSED CONTROL AND CONSTRUCTION JOINT LOCATIONS. JOINT SPACING SHALL NOT EXCEED 20 FEET IN EITHER DIRECTION.
4" FREE DRAINING
AGGREGATE BASE
FIRM NATIVE SOILS OR
ENGINEERED COMPACTED FILL
PROVIDE THICKENED
EDGE ALONG BOTH
SIDES OF WALK
8"
5' - 7'
AS SHOWN ON PLAN
* FIRE RINGS TO BE PURCHASED BY THE GOVERNMENT AND
PROVIDED TO THE CONTRACTOR FOR INSTALLATION
HALF LAP JOINT AT EACH
CORNER
INSTALL FLUSH WITH GRADE
DRAFT
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OF
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DATE:
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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 PLOT DATE:11/3/2023 8:47 AM PLOTTED BY:Barfuss, David C 11/3/2023 8:47 AM PLOTTED BY:Barfuss, David C PLOTTED BY:Barfuss, David C Barfuss, David C \\blm.doi.net\dfs\ut\rf\users\dbarfuss\My Documents\2023\PARIA\Calf Creek Campground\Calf Creek.015 Final Drawings\105% Civil Details
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DETAILS
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CALF CREEK RECREATION AREA REDEVELOPMENT
AutoCAD SHX Text
GRAND STAIRCASE-ESCALANTE NATIONAL MONUMENT
AutoCAD SHX Text
UTAH
AutoCAD SHX Text 30130-015
AutoCAD SHX Text
G. THORSON
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G. THORSON
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B. CARTER
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G. MECHAM
AutoCAD SHX Text 01/19/2018
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C501
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POST AND RAIL FENCE
COMPACT SOIL AROUND POST
TO FIRM AND UNYIELDING
SITE 1 WALL REMOVAL REGRADING
EXISTING TOP OF WALL
EL 5292.0
EXISTING ROAD
EL 5288.0
1'
2' 10'
EXISTING TOP OF WALL
EL 5287.5
EXISTING SITE 1
EL 5283.5
NEW BANK
EL 5288.5
V
H
V
V
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BLEND SLOPE INTO
RECONFIGURED SITE 1
ADJUST SLOPE TO AS
SHALLOW AS POSSIBLE
14'-6"
EXISTING BANK TO BE
REMOVED/REGRADED.
PRESERVE LOCAL
TREES AND VEGETATION
AS MUCH AS POSSIBLE.
REMOVE EXISTING
BLOCK WALL
STONE SLAB STEPS
1'-6"*
4'-11"*
* TYPICAL DIMENSIONS. ACTUAL DIMENSIONS MAY VARY UP
TO 20% TO ACCOMPLISH FIT AND FUNCTION.
COMPACT SOIL BELOW
AND AT EDGES OF
STAIRS
WIDTH OF STAIRS
TO BE
APPROXIMATELY 3'
" ALL THREAD
COUNTERSINK
ENDS
NOTE:
1. ALL THREAD,NUT AND FENDER WASHER TO BE
GALVANIZED
2. SPACING OF POSTS MAY VARY UPON APPROVAL
" FENDER WASHER
" - 6" Ø RAIL TYP
7"-9" Ø CEDAR POST
8'-0"
PAVEMENT
PAVEMENT
4000 PSI CONCRETE
COMPACTED BASE
#4 BAR ENTIRE LENGTH OF GUTTER
PLACE 3" FROM EDGE
#4 BAR 18" O.C.
#4 BAR ENTIRE
LENGTH OF GUTTER.
#4 BAR ENTIRE LENGTH OF GUTTER
PLACE 3" FROM EDGE
ASPHALT BONDING
TACK COAT
7A
CONCRETE VALLEY GUTTER
DRAFT
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DATE:
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DESCRIPTION
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MARK
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APPROVED
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DATE
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UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text PLOT DATE:11/3/2023 8:47 AM PLOTTED BY:Barfuss, David C 11/3/2023 8:47 AM PLOTTED BY:Barfuss, David C PLOTTED BY:Barfuss, David C Barfuss, David C \\blm.doi.net\dfs\ut\rf\users\dbarfuss\My Documents\2023\PARIA\Calf Creek Campground\Calf Creek.015 Final Drawings\105% Civil Details
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DETAILS
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CALF CREEK RECREATION AREA REDEVELOPMENT
AutoCAD SHX Text
GRAND STAIRCASE-ESCALANTE NATIONAL MONUMENT
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UTAH
AutoCAD SHX Text 30130-015
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G. THORSON
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G. THORSON
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B. CARTER
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G. MECHAM
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C502
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FACE WITH 2" THICK
NATIVE STONE BRICK*
#5 BAR AT 9" OC VERTICAL
1' THICK STEM WALL
HEIGHT VARIES
APPROX. 4'0"
6 #4 BAR CONTINUOUS
AS SHOWN
IMPROVED WALK
SURFACE 4" OF ROAD
BASE GRAVEL
12" THICK x 30" WIDE
FOOTING
EXCAVATE TO AND
DOWEL INTO BEDROCK
2 #4 BAR 12" LONG AT 36"
OC
WATER PLAY AREA RETAINING WALL 1
CAP WITH 3" THICK x 18"
WIDE FULL WIDTH
STONE, MINIMUM
LENGTH 30"
FACE WITH 2" THICK
NATIVE STONE BRICK*
WATER PLAY AREA RETAINING WALL 2 - NATIVE STONE
SET BACK ROCK TO
RESULT IN 1H:4V
BATTER
24"-36" NATIVE STONE
BOULDERS
HAND PLACE WITH
APPROVAL OF BLM
REPRESENTATIVE
7' MAXIMUM HEIGHT
BACKFILL AND SLOPE
NATIVE SOIL WITH
MAXIMUM 1V:3H SLOPE
ROCK WALL TO INCLUDE
6" MINIMUM TOE BELOW
ADJACENT GROUND
EXISTING BEDROCK
ESTIMATED EL 5262.0
TOP OF CONCRETE STEM WALL
EL 5267.0
TOP OF IMPROVED WALK
SURFACE
EL 5266.0
4"
3"
IMPROVED WALK
SURFACE 4" OF ROAD
BASE GRAVEL
TOP OF PLATFORM SURFACE
EL 5266.0 TYP
TOP OF ROCK WALL
ELEVATION VARIES
SEE PLAN
WATER PLAY AREA - STAIR SECTIONS
10'
WALLS AND FOOTING
TYP
FACE EXPOSED
SURFACE ABOVE STAIRS
WITH NATIVE STONE
BRICK
BEDROCK VARIES BY
LOCATION
4 #4 BAR CONTINUOUS
AS SHOWN
7 #4 BAR DOWELED
INTO STEM WALL AT
EDGES OF STAIRS,
SPACED AS SHOWN
* STONE VENEER PRODUCT TO BE SUBMITTED TO BLM FOR APPROVAL. FINAL
PRODUCT SHOULD RESEMBLE NEARBY CHLORINATOR BUILDING.
2'-6"
MID SLOPE DRAINAGE
DITCH
RISE ~7" TYP
RUN ~12" TYP
STONE FASCIA TO BE A RANDOM
STAGGER STACK WITH VARYING
COURSE HEIGHTS AS SHOWN
FACE STEPS WITH 2"
THICK NATIVE STONE
C503
SIM.
CAMP SITE RETAINING WALL
SET BACK ROCK TO
RESULT IN 1H:4V
BATTER
18"-24" NATIVE STONE
BOULDERS
HAND PLACE WITH
APPROVAL OF BLM
REPRESENTATIVE
7' MAXIMUM HEIGHT
ROCK WALL TO INCLUDE
6" MINIMUM TOE BELOW
ADJACENT GROUND
TOP OF FINISHED GROUND
TOP OF ROCK WALL
ELEVATION VARIES
SEE PLAN
GOVERNMENT FURNISHED
STEEL SITE MARKER
FINISHED GRADE
3" HEAVY DUTY STAINLESS
STEEL CLIP
CONTRACTOR SHALL FURNISH &
INSTALL 2' -0" #4 REBAR ANCHOR
11A
SITE MARKER DETAIL
0"
" WHITE MELAMINE BACKER
DRAFT
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MARK
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APPROVED
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DATE
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UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text PLOT DATE:11/3/2023 8:38 AM PLOTTED BY:Barfuss, David C 11/3/2023 8:38 AM PLOTTED BY:Barfuss, David C PLOTTED BY:Barfuss, David C Barfuss, David C \\blm.doi.net\dfs\ut\rf\users\dbarfuss\My Documents\2023\PARIA\Calf Creek Campground\Calf Creek.015 Final Drawings\105% Civil Details
AutoCAD SHX Text
DETAILS
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CALF CREEK RECREATION AREA REDEVELOPMENT
AutoCAD SHX Text
GRAND STAIRCASE-ESCALANTE NATIONAL MONUMENT
AutoCAD SHX Text
UTAH
AutoCAD SHX Text 30130-015
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G. THORSON
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G. THORSON
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B. CARTER
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G. MECHAM
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C503
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REPLACE 6"x6" FLOOR
BEAM
LEAVE MAIN ABUTMENTS,
TOWERS, ANCHORS, CABLES,
AND SUPPORTS UNDISTURBED
BRIDGE OVERVIEW - ELEVATION
NOTES:
1. REMOVE AND REPLACE ALL WOOD MEMBERS AND FASTENERS. ALL
MEMBERS SHALL BE REPLACED WITH PRESSURE TREATED WOOD
UNLESS NOTED TO BE REPLACED WITH COMPOSITE MATERIAL
2. CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS FOR
SAFETY WHILE PERFORMING THE WORK.
3. CONTRACTOR SHALL PRESENT WORK PLAN FOR BRIDGE RESTORATION
WITH THE GOVERNMENT FOR REVIEW AND APPROVAL PRIOR TO WORK.
4. WOOD MEMBERS SHALL BE PRESSURE TREATED PRIOR TO
INSTALLATION.
5. CONTRACTOR SHALL RECREATE EXISTING FASTENER ARRANGEMENT
WHEN REPLACING MEMBERS. EXISTING EYE BOLT FASTENERS AT
CABLES MAY BE RE-USED IF REMOVED AND RETAINED UNDAMAGED AS
APPROVED BY THE GOVERNMENT.
6. ALL THROUGH BOLT CONNECTIONS SHALL BE PREDRILLED TO NO LESS
THAN AND NOT GREATER THAN 1/8" OF THE DIAMETER OF THE
FASTENER TO BE INSTALLED.
7. ALL SCREW AND LAG TYPE CONNECTIONS GREATER THAN
"Ø SHALL
BE PREDRILLED TO FULL DIAMETER OF THE FASTENER THROUGH THE
MEMBER BEING ATTACHED AND 75% OF THE DIAMETER OF THE
FASTENER IN THE MEMBER TO RECEIVE THE THREADED END TO
DEPTH.
8. ALL BOLT FASTENERS SHALL BE GALVANIZED. ALL SCREW TYPE
FASTENERS SHALL BE GALVANIZED OR OTHERWISE COATED FOR
OUTDOOR USE.
9. ALL SCREW AND LAG TYPE CONNECTIONS SHALL ACHIEVE A MINIMUM
" PENETRATION INTO THE SUPPORTING WOOD MEMBER.
10. BRIDGE RESTORATION IS INTENDED TO BE AN EQUIVALENT
REPLACEMENT. THE CONTRACTOR IS RESPONSIBLE TO VERIFY TIMBER
SIZES AND REPLACE WITH SAME SIZE MEMBERS. CONSTRUCTION,
DETAILS, AND MATERIALS SHALL BE AS CLOSE TO ORIGINAL AS
POSSIBLE UNLESS NOTED OTHERWISE.
11. CONTRACTOR SHALL CONSULT WITH THE GOVERNMENT IN CASE OF
DISCREPANCY OR DISCOVERY OF UNKNOWN CONDITIONS.
12. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING BRIDGE
MEMBERS INCLUDING LABOR, TRANSPORT, AND DISPOSAL COSTS.
13. APPLY TWO COATS OF COPPER NAPHTHENATE (2% COPPER METAL
CONCENTRATION IN AN AWPA TYPE A SOLVENT) TO ALL FIELD SAWN,
CUT, OR DRILLED SURFACES IN ACCORDANCE WITH AWPA M4-95. DO
NOT DRIP OR SPILL COPPER NAPHTHENATE INTO AN AQUATIC
ENVIRONMENT OR ONTO SOIL.
14. STAGGER ALL JOINTS.
15. COMPOSITE MATERIAL SHALL BE SUBMITTED TO THE GOVERNMENT
FOR COLOR AND MATERIAL APPROVAL PRIOR TO PURCHASE.
16. FLOOR STRINGERS SHALL CONSIST OF A 12' MEMBER SPANNING TWO 6'
SECTIONS WITH AN ADDITIONAL 6' LONG 2x6 MEMBER AS A SPLICE
OVER FLOOR BEAMS.
17. ENSURE THAT BRIDGE LONGITUDINAL BRIDGE MEMBERS ARE
INSTALLED IN A RELAXED STATE AS TO NOT PRESSURE TO LENGTHEN
OR SHORTENED THE NATURAL STATE OF THE BRIDGE.
18. UNLESS OTHERWISE SPECIFIED, MEMBERS SHALL BE ATTACHED USING
(2) #8 EXTERIOR WOOD SCREWS AT 24" OC OR AT ENDS AND CONTACT
POINTS OR PER MFG RECOMMENDATIONS .
19. ALL BOLT THROUGH CONNECTIONS SHALL INCLUDE A WASHER UNDER
THE NUT.
20. MITER ENDPOINTS OF WOOD MEMBERS AS NEEDED. MATCH EXISTING
FORM AND FIT.
RETAIN EXISTING DROP CABLES,
CABLE CLAMPS,
" EYE BOLT,
WASHER, AND NUT. REMOVE AND
REINSTALL CABLE CLAMPS THAT HAVE
BEEN INCORRECTLY INSTALLED.
REPLACE DIAGONAL
2x4 BRACES
REPLACE 2x6 DECKING WITH
COMPOSITE DECKING
REPLACE 2x6 TOP PLATE WITH
COMPOSITE MEMBER
REPLACE TOP PLATE AND RAIL
SUPPORT 2x4
REPLACE SIDE RAILS
2x6's 4x WITH
COMPOSITE MEMBER
A
BRIDGE CROSS SECTION
B
BRIDGE ELEVATION DETAIL
REPLACE 2x6 TOP PLATE WITH
COMPOSITE MEMBER.
REPLACE DIAGONAL 2x4 BRACES.
RETAIN EXISTING DROP CABLES,
CABLE CLAMPS,
" EYE BOLT,
WASHER, AND NUT. REMOVE AND
REINSTALL CABLE CLAMPS THAT HAVE
BEEN INCORRECTLY INSTALLED.
REPLACE 2x6 DECKING
WITH COMPOSITE DECKING
REPLACE FLOOR STRINGERS
(4) 2x6 SEE NOTE 16
REPLACE 6"x6" FLOOR BEAM
REPLACE TOP PLATE AND SIDE RAIL
SUPPORT 2x4.
REPLACE SIDE RAIL 2x6s 4x WITH
COMPOSITE MEMBER. ATTACH USING A
CARRIAGE BOLT AT ENDS AND AT ENDS
OF DIAGONAL BRACE CONTACT POINTS.
USE #8 WOOD SCREWS ON DIAGONAL
BRACE ON 3 MIDDLE SIDE RAILS.
REPLACE SOLID BLOCKING
OVER FLOOR BEAMS
REPLACE 2x6 DIAGONAL BRACES 2x
REPLACE 2x6 DIAGONAL BRACES 2x
ATTACHE TO FLOOR BEAM WITH A
CARRIAGE BOLT THROUGH ALL
MEMBERS AND AT TOP WITH WOOD
SCREWS TO VERTCAL 2x6
REPLACE FLOOR STRINGERS
(4) 2x6 SEE NOTE 16
8'
5'
78'
6' TYP
REPLACE 2x6 VERTICAL MEMBER
ATTACH AT BOTTOM WITH A
CARRIAGE BOLT TO OUTSIDE
FLOOR STRINGER
REPLACE 2x4 FLOOR STRINGER DIAGONAL
REPLACE 2x6
VERTICAL MEMBER
REPLACE 2x4 FLOOR
STRINGER DIAGONAL
INSTALL NEW
" STEEL PLATE
TRANSITION FROM BRIDGE
DECK TO ABUTMENT EACH
END
CONTRACTOR TO FACILITATE
BRIDGE WORK WITH EXISTING
POWER LINE ATTACHED TO
THE UNDERSIDE OF THE
BRIDGE
REMOVE PAINT FROM
BRIDGE TOWERS
REMOVE PAINT FROM
BRIDGE TOWERS
PROTECT HISTORICAL
ROCK STAIRS
DRAFT
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MARK
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APPROVED
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DATE
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UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text PLOT DATE:11/3/2023 8:48 AM PLOTTED BY:Barfuss, David C 11/3/2023 8:48 AM PLOTTED BY:Barfuss, David C PLOTTED BY:Barfuss, David C Barfuss, David C \\blm.doi.net\dfs\ut\rf\users\dbarfuss\My Documents\2023\PARIA\Calf Creek Campground\Calf Creek.015 Final Drawings\105% Civil Details
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BRIDGE DETAILS
AutoCAD SHX Text
CALF CREEK RECREATION AREA REDEVELOPMENT
AutoCAD SHX Text
GRAND STAIRCASE-ESCALANTE NATIONAL MONUMENT
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UTAH
AutoCAD SHX Text 30130-015
AutoCAD SHX Text
G. THORSON
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G. THORSON
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B. CARTER
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G. MECHAM
AutoCAD SHX Text 01/19/2018
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C504
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1'
1'-6"
5'7'
10'-7
9'
8'-3"
3'2'0 1'1'
HSS 6x6x0.125 CORTEN
STEEL BEAMS (TYP)
HSS 4x4x0.125 CORTEN
STEEL PURLINS (TYP)
CORTEN STEEL METAL
ROOF SHEETING (TYP)
HSS 6x6x0.125 CORTEN
STEEL POSTS (TYP)
A
S101
PICNIC SHELTER SECTION
A
S501
3'2'0 1'1'
PICNIC SHELTER SECTION
B
S501
15'
1' 1'
12'-6"
16'
16'
3'2'0 1'1'
PICNIC SHELTER PLAN VIEW
6" MIN OF 3/4" AGGREGATE BASE
92°
92°
SLOPE PAD TO DRAIN, 2% MAX SLOP
NOTE:
PROVIDE MINIMUM 36" CLEAR GROUND SPACE ON ALL
USABLE SIDES OF TABLE PER ADA STANDARDS.
PICNIC SHELTERS - GOVERNMENT FURNISHED
MATERIALS CONTRACTOR SHALL PROVIDE ALL
LABOR, MATERIALS, CONCRETE ETC. TO INSTALL
3'
MIN
B
S101 DRAFT
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MARK
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DATE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text PLOT DATE:11/3/2023 8:42 AM PLOTTED BY:Barfuss, David C 11/3/2023 8:42 AM PLOTTED BY:Barfuss, David C PLOTTED BY:Barfuss, David C Barfuss, David C \\blm.doi.net\dfs\ut\rf\users\dbarfuss\My Documents\2023\PARIA\Calf Creek Campground\Calf Creek.015 Final Drawings\S-101
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PICNIC SHELTER
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CALF CREEK RECREATION AREA REDEVELOPMENT
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GRAND STAIRCASE-ESCALANTE NATIONAL MONUMENT
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UTAH
AutoCAD SHX Text 30130-015
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B. CARTER
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A. RICO
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G. THORSON
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B. CARTER
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HSS 8x8x0.25 CORTEN
STEEL BEAMS (TYP)
HSS 6x6x0.125 CORTEN
STEEL PURLINS (TYP)
A
S102
S501
PAVILION STRUCTURE SECTION
A
5'4'3'2'0 1'1' 6' 7'
PAVILION STRUCTURE SECTION
B
5'4'3'2'0 1'1' 6' 7'
2'-6"
2'-8"
1'-8"
(TYP)
(TYP)
(TYP)
20' 20' 24'
9'-10"
12'-4"
HSS 8x8x0.25 CORTEN
STEEL POSTS (TYP)
PAVILION STRUCTURE PLAN VIEW
5'4'3'2'0 1'1' 6' 7'
S501
30'
47'
NOTES:
1. FIELD WELDING SHALL NOT BE PART OF THIS CONTRACT. THIS
CONTRACT SHALL BE A SUPPLY CONTRACT ONLY.
2. ALL STEEL MEMBERS SHALL BE CUT TO SIZE AND NUMBERED FOR
EASY ASSEMBLY IN THE FIELD. NUMBERS SHALL BE PLACED IN A
PLACE THAT WON'T BE VISIBLE AFTER CONSTRUCTION.
3. CONTRACTOR SHALL DO ALL WELDING IN SHOP THAT IS FEASIBLE,
SUCH AS, BASE PLATES, ANGLE BRACKETS, AND END SECTIONS.
4. PROVIDE (PBR) PURLING BEARING R PANEL, 22 GAUGE A606-4
(CORTEN STEEL) ROOF SHEETING.
5. ROOF PANELS SHALL EXTEND 1'-0" MINIMUM PAST SUPERSTRUCTURE
/ COLUMNS.
EXTEND METAL ROOF 1'-0" PAST
STEEL BEAMS (TYP.)
CORTEN STEEL METAL
ROOF SHEETING (TYP)DRAFT
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MARK
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text PLOT DATE:8/15/2023 5:45 PM PLOTTED BY:Barfuss, David C 8/15/2023 5:45 PM PLOTTED BY:Barfuss, David C PLOTTED BY:Barfuss, David C Barfuss, David C \\blm.doi.net\dfs\ut\rf\users\dbarfuss\My Documents\2023\PARIA\Calf Creek Picnic Shelters\DWGs\S-101
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PAVILION STRUCTURE
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CALF CREEK RECREATION AREA PICNIC SHELTERS
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GRAND STAIRCASE-ESCALANTE NATIONAL MONUMENT
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UTAH
AutoCAD SHX Text 30130-015
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NORTH WIND IDAHO FALLS
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B. CARTER
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A. RICO
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G. THORSON
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B. CARTER
AutoCAD SHX Text 07/17/2017
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PAVILION STRUCTURE FOOTING DETAIL (TYP)
SCALE: NTS
PICNIC SHELTER DETAILS
HSS 8x8x0.25 CORTEN
STEEL POSTS (TYP)
15x15x
" CORTEN STEEL
BASE PLATE
6" MIN CONCRETE SLAB WITH #4
BARS @ 18" O.C. EACH WAY MIN
(18) #5 VERTICAL REINFORCEMENT
BARS EVENLY SPACED
#3 REINFORCEMENT
HOOPS @ 10" O.C.
FIRM NATIVE SOIL OR ENGINEERED
COMPACTED FILL
Ø3' CONCRETE FOOTING
#3 REINFORCEMENT HOOPS @ 10" O.C.
(18) #5 VERTICAL REINFORCEMENT
BARS EVENLY SPACED
Ø
" ASTM A-193 B6 ANCHOR BOLTS
W/MIN 6" EMBEDMENT (TYP)
5' MIN
EMBEDMENT
Ø3'
3" MIN
3" MIN
6" MIN CRUSHED
GRAVEL BASE
" MAX
18" SQUARE NATIVE STONE COLUMN
FIT AROUND STEEL POST
SCALE: NTS
PICNIC SHELTER FOOTING DETAIL (TYP)
HSS 6x6x0.125 CORTEN
STEEL POSTS (TYP)
Ø
" ASTM A-193 B6 ANCHOR
BOLTS W/MIN 6" EMBEDMENT (TYP)
12x12x
" CORTEN STEEL
BASE PLATE
4'-9" MIN
EMBEDMENT
Ø2'-6"
6" MIN OF 3/4" AGGREGATE BASE
(18) #4 VERTICAL REINFORCEMENT BARS EVENLY SPACED
#3 REINFORCEMENT HOOPS @ 8" O.C.
FIRM NATIVE SOIL OR ENGINEERED
COMPACTED FILL
3" MIN
3" MIN
Ø2'-6" CONCRETE FOOTING
#3 REINFORCEMENT HOOPS @ 8" O.C.
(18) #4 VERTICAL REINFORCEMENT BARS
EVENLY SPACED
(TYP)
(TYP)
HSS 6x6x0.125 CORTEN STEEL BEAMS, SEAL ENDS WITH CORTEN STEEL
PLATES WELDED IN PLACE (TYP)
HSS 6x6x0.125 CORTEN
STEEL POSTS (TYP)
HSS 4x4x0.125 CORTEN
STEEL PURLINS (TYP)
SEAL ENDS WITH CORTEN STEEL
PLATES WELDED IN PLACE (TYP)
SEAL ENDS WITH CORTEN STEEL
PLATES WELDED IN PLACE (TYP)
STANDING SEAM METAL
ROOF SHEETING
HSS 4x4x0.125 CORTEN
STEEL PURLINS (TYP)
STANDING SEAM METAL
ROOF SHEETING
HSS 6x6x0.125 CORTEN STEEL BEAMS, SEAL ENDS WITH CORTEN STEEL
PLATES WELDED IN PLACE (TYP)
(TYP)
(TYP)
SCALE: NTS
PAVILION STRUCTURE DETAILS
SEAL ENDS WITH CORTEN STEEL
PLATES WELDED IN PLACE (TYP)
HSS 8x8x0.25 CORTEN STEEL BEAMS, SEAL ENDS WITH CORTEN STEEL
PLATES WELDED IN PLACE (TYP)
SEAL ENDS WITH CORTEN STEEL
PLATES WELDED IN PLACE (TYP)
HSS 8x8x0.25 CORTEN
STEEL POSTS (TYP)
HSS 8x8x0.25 CORTEN STEEL BEAMS, SEAL ENDS WITH CORTEN STEEL
PLATES WELDED IN PLACE (TYP)
HSS 6x6x0.125 CORTEN
STEEL PURLINS (TYP)
STANDING SEAM METAL
ROOF SHEETING
HSS 6x6x0.125 CORTEN
STEEL PURLINS (TYP)
STANDING SEAM METAL
ROOF SHEETING
(TYP)
(TYP)
(TYP)
(TYP)
20" SQUARE CAP STONE
DRAFT
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MARK
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APPROVED
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DATE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text PLOT DATE:11/3/2023 8:44 AM PLOTTED BY:Barfuss, David C 11/3/2023 8:44 AM PLOTTED BY:Barfuss, David C PLOTTED BY:Barfuss, David C Barfuss, David C \\blm.doi.net\dfs\ut\rf\users\dbarfuss\My Documents\2023\PARIA\Calf Creek Campground\Calf Creek.015 Final Drawings\S-501
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DETAILS
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CALF CREEK RECREATION AREA REDEVELOPMENT
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GRAND STAIRCASE-ESCALANTE NATIONAL MONUMENT
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UTAH
AutoCAD SHX Text 30130-015
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NORTH WIND IDAHO FALLS
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B. CARTER
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A. RICO
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G. THORSON
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B. CARTER
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text PLOT DATE:11/3/2023 8:39 AM PLOTTED BY:Barfuss, David C 11/3/2023 8:39 AM PLOTTED BY:Barfuss, David C PLOTTED BY:Barfuss, David C Barfuss, David C \\blm.doi.net\dfs\ut\rf\users\dbarfuss\My Documents\2023\PARIA\Calf Creek Campground\Calf Creek.015 Final Drawings\S-901
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PICNIC SHELTER CONCEPT
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CALF CREEK RECREATION AREA REDEVELOPMENT
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GRAND STAIRCASE-ESCALANTE NATIONAL MONUMENT
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UTAH
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B. CARTER
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A. RICO
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B. CARTER
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G. MECHAM
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BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text PLOT DATE:8/15/2023 5:47 PM PLOTTED BY:Barfuss, David C 8/15/2023 5:47 PM PLOTTED BY:Barfuss, David C PLOTTED BY:Barfuss, David C Barfuss, David C \\blm.doi.net\dfs\ut\rf\users\dbarfuss\My Documents\2023\PARIA\Calf Creek Picnic Shelters\DWGs\S-901
AutoCAD SHX Text
PAVILION CONCEPT
AutoCAD SHX Text
CALF CREEK RECREATION AREA PICNIC SHELTERS
AutoCAD SHX Text
GRAND STAIRCASE-ESCALANTE NATIONAL MONUMENT
AutoCAD SHX Text
UTAH
AutoCAD SHX Text 30130-015
AutoCAD SHX Text
NORTH WIND IDAHO FALLS
AutoCAD SHX Text
B. CARTER
AutoCAD SHX Text
A. RICO
AutoCAD SHX Text
B. CARTER
AutoCAD SHX Text
G. MECHAM
AutoCAD SHX Text 01/19/2018
AutoCAD SHX Text
AutoCAD SHX Text
S902
| G001 - TITLE SHEET |
| Sheets and Views |
| G-001 |
| C100 - site plan |
| Sheets and Views |
| C100 |
| C201.- Day Use Area |
| Sheets and Views |
| C201 |
| C202 - Water Play Area |
| Sheets and Views |
| C202 |
| C203 - Sites 1-4 |
| Sheets and Views |
| C203 |
| C204 - Sites 5-10 |
| Sheets and Views |
| C204 |
| C205 - Sites 11-14 |
| Sheets and Views |
| C205 |
| C206 - Sites 15 |
| Sheets and Views |
| C206 |
| C207 - Sites 16-17 |
| Sheets and Views |
| C207 |
| C501 - DETAILS |
| Sheets and Views |
| C-501 |
| C502 - DETAILS |
| Sheets and Views |
| C502 |
| C503 - DETAILS |
| Sheets and Views |
| C503 |
| C504 - BRIDGE DETAILS |
| Sheets and Views |
| C504 |
| S-101 - PICNIC SHELTER |
| Sheets and Views |
| S101 |
| S-102-PAVILION SHELTER |
| Sheets and Views |
| DO NOT USE |
| S501 - STRUCUTRE DETAILS |
| Sheets and Views |
| S501 |
| S901 - PICNIC SHELTER |
| Sheets and Views |
| S901 |
| S-902-PAVILION SHELTER |
| Sheets and Views |
| S902 |
File details come from the government source that posted it. Updated .