DRAFT_Yankee Meadow CG Reconstruction Phase 2 DWGs_pre bid site visit.pdf

PDF 5 MB Posted Oct 19, 2021

Attached to: Fall Site Visit for the Yankee Meadows Campground Reconstruction - Phase 2 project on the Dixie National Forest
Solicitation number: 1240LT22R0006
Issued by: Department of Agriculture Forest Service

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Written by GovTribe AI · Dec 28, 2023

This notice announces a site visit for a federal construction contract solicitation. The Dixie National Forest will issue solicitation number 1240LT22R0006 for the Yankee Meadows Campground Reconstruction - Phase 2 project. Work includes installing a new double vault comfort station, constructing group sites and tent pads, installing shade structures, and resurfacing roads and parking areas. A mandatory site visit is scheduled for October 25, 2021 for prospective offerors to view the project location and routes prior to a solicitation expected in early 2022. The contracting officer's representative should be notified of intent to attend. Award is anticipated in mid-late May 2022 for work to begin as field conditions allow.

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DRAFT_Yankee Meadow CG Recon Phase 2_Specs_FINAL 01 12 2021.pdf	PDF	Oct 19, 2021

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YANKEE MEADOW CAMPGROUND RECONSTRUCTION - PHASE 2

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DIXIE NATIONAL FOREST CEDAR CITY, UTAH

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UTAH

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DISTRICT RANGER

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FOREST SUPERVISOR

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FOREST ENGINEER

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RECOMMENDED

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DATE

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APPROVED

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PUBLIC SERVICE STAFF

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1. COVER COVER 2. S1 VICINITY MAP S1 VICINITY MAP VICINITY MAP 3. S2 SITE PLAN - PROPOSED S2 SITE PLAN - PROPOSED SITE PLAN - PROPOSED 4. S3 SITE PLAN - NORTH HALF S3 SITE PLAN - NORTH HALF SITE PLAN - NORTH HALF 5. S4 SITE PLAN - SOUTH HALF S4 SITE PLAN - SOUTH HALF SITE PLAN - SOUTH HALF 6. S5 SITE PLAN - WEST INSET AND GROUP SITE "A" S5 SITE PLAN - WEST INSET AND GROUP SITE "A" SITE PLAN - WEST INSET AND GROUP SITE "A" 7. D1 FAMILY UNIT SHADE STRUCTURE LAYOUT D1 FAMILY UNIT SHADE STRUCTURE LAYOUT FAMILY UNIT SHADE STRUCTURE LAYOUT 8. D2 GROUP SITE 'A' LAYOUT D2 GROUP SITE 'A' LAYOUT GROUP SITE 'A' LAYOUT 9. D3 GROUP SITES 'B' AND 'C' LAYOUT D3 GROUP SITES 'B' AND 'C' LAYOUT GROUP SITES 'B' AND 'C' LAYOUT 10. D4 8-FOOT WOOD PLANK PICNIC TABLE (EMBEDDED POST) D4 8-FOOT WOOD PLANK PICNIC TABLE (EMBEDDED POST) 8-FOOT WOOD PLANK PICNIC TABLE (EMBEDDED POST) 11. D5 8-FOOT WOOD PLANK SERVING TABLE (EMBEDDED POST) D5 8-FOOT WOOD PLANK SERVING TABLE (EMBEDDED POST) 8-FOOT WOOD PLANK SERVING TABLE (EMBEDDED POST) 12. D6 UTILITY TABLE AND PEDESTAL GRILL DETAILS (EMBEDDED POST) D6 UTILITY TABLE AND PEDESTAL GRILL DETAILS (EMBEDDED POST) UTILITY TABLE AND PEDESTAL GRILL DETAILS (EMBEDDED POST) 13. D7 CONCRETE FIRE RING (GROUP SITES) D7 CONCRETE FIRE RING (GROUP SITES) CONCRETE FIRE RING (GROUP SITES) 14. D8 TYPICAL AGGREGATE PATH DETAIL D8 TYPICAL AGGREGATE PATH DETAIL TYPICAL AGGREGATE PATH DETAIL 15. D9 TENT PAD (SINGLE AND DOUBLE) DETAIL D9 TENT PAD (SINGLE AND DOUBLE) DETAIL TENT PAD (SINGLE AND DOUBLE) DETAIL 16. D10 COMFORT STATION INSTALLATION - VAULT TOILET D10 COMFORT STATION INSTALLATION - VAULT TOILET COMFORT STATION INSTALLATION - VAULT TOILET 17. D11 TYPICAL ROAD CROSS SECTION D11 TYPICAL ROAD CROSS SECTION TYPICAL ROAD CROSS SECTION 18. D12 TYPICAL SPUR SECTION AND DETAILD12 TYPICAL SPUR SECTION AND DETAILTYPICAL SPUR SECTION AND DETAIL

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SHEET SHEET TITLE

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FOREST SERVICE

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AutoCAD SHX Text C:\Users\jredhouse\Documents\FY21\YankeeMeadowCampground.Reconstruction.2018\DWGs Edited\DRAFT Watermark 10 18 2021\02_S1_VICINITY MAP.dwg

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DIRECTOR, ENGINEERING

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J. DODDS

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DIXIE NATIONAL FOREST

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RECONSTRUCTION - PHASE 2

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YANKEE MEADOW CAMPGROUND

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PROJECT DESCRIPTION

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PROJECT LOCATION

AutoCAD SHX Text THE YANKEE MEADOW CAMPGROUND IS LOCATED IN THE CEDAR CITY RANGER DISTRICT OF THE DIXIE NATIONAL FOREST, IRON COUNTY, UTAH. IT IS LOCATED APPROXIMATELY 5 MILES SOUTH AND 3.5 MILES EAST OF PAROWAN, UTAH (10 MILES BY ROAD, LAT 37.759043 DEGREES, LONG -112.758435 DEGREES). FROM PAROWAN, UTAH TAKE STATE HIGHWAY 143 TOWARD BRIAN HEAD, UTAH FOR APPROXIMATELY 3 MILES TO FOREST SERVICE ROAD 30049. TURN LEFT ON THE BOWERY CREEK ROAD (FSR 049) FOR APPROXIMATELY 6 MILES TO FOREST SERVICE ROAD 32380. TURN LEFT FOR LESS THAN A MILE, CAMPGROUND IS AT THE END OF THIS ROAD. THE PROJECT LOCATION IS APPROXIMATELY AT 8,600 FEET IN ELEVATION. THE PROJECT SITE MAY BE ACCESSIBLE BETWEEN THE MONTHS OF MAY AND OCTOBER.

AutoCAD SHX Text PHASE TWO OF THIS PROJECT WILL CONSIST OF (BUT WILL NOT BE LIMITED TO); - PURCHASE AND INSTALL A NEW DOUBLE VAULT COMFORT PURCHASE AND INSTALL A NEW DOUBLE VAULT COMFORT STATION - CONSTRUCT AND INSTALL NEW SITE FURNITURE FOR GROUP CONSTRUCT AND INSTALL NEW SITE FURNITURE FOR GROUP SITE B AND C - INSTALL 13 NEW STEEL SHADE STRUCTURES (AT THE INSTALL 13 NEW STEEL SHADE STRUCTURES (AT THE DESIGNATED LOCATIONS, PER THE PROJECT DRAWINGS) - INSTALL ONE NEW STEEL SHADE STRUCTURE FOR GROUP SITE INSTALL ONE NEW STEEL SHADE STRUCTURE FOR GROUP SITE A - INSTALL TWO NEW STEEL SHADE STRUCTURES FOR BOTH INSTALL TWO NEW STEEL SHADE STRUCTURES FOR BOTH GROUP SITES B AND C - CONSTRUCT 38 NEW SINGLE TENT PADS (PER THE PROJECT CONSTRUCT 38 NEW SINGLE TENT PADS (PER THE PROJECT DRAWINGS) - CONSTRUCTION 6 NEW DOUBLE TENT PADS (PER THE PROJECT CONSTRUCTION 6 NEW DOUBLE TENT PADS (PER THE PROJECT DRAWINGS) - PROVIDE 300 CUBIC YARDS (COMPACTED, IN-PLACE) OF PROVIDE 300 CUBIC YARDS (COMPACTED, IN-PLACE) OF SELECT BORROW FOR FILL MATERIAL (VARIOUS LOCATIONS) - PROVIDE 600 CUBIC YARDS (COMPACTED, IN PLACE) OF PROVIDE 600 CUBIC YARDS (COMPACTED, IN PLACE) OF COMMERCIAL GRADE, AGGREGATE BASE FOR PLACEMENT ALONG DESIGNATED PORTIONS OF THE MAIN CAMPGROUND LOOP ROAD - ROADWAY PREPARATION AND GRADING PRIOR TO AGGREGATE ROADWAY PREPARATION AND GRADING PRIOR TO AGGREGATE BASE PLACEMENT

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YANKEE MEADOW RESERVOIR

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YANKEE MEADOW CAMPGROUND

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PAROWAN, UTAH

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FSR 359 (TO PRIVATE)

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FSR 048

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FSR 049

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STATE HIGHWAY 143 (TO BRIAN HEAD)

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INTERSTATE 15

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FSR 2380

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FSR 049

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GOVERNMENT SOURCE - SELECT BORROW

TSHEET S6

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YANKEE MEADOW CAMPGROUND

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RECONSTRUCTION - PHASE 2

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DIXIE NATIONAL FOREST

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AutoCAD SHX Text NOTES; THE FOLLOWING PROJECT WILL CONSIST OF (BUT NOT LIMITED TO) THE FOLLOWING ITEMS FOR PHASE 2 OF THIS PROJECT; - FURNISH AND INSTALL A NEW DOUBLE VAULT COMFORT FURNISH AND INSTALL A NEW DOUBLE VAULT COMFORT STATION - INSTALL TWO NEW GROUP SITES (TO INCLUDE ALL NEW INSTALL TWO NEW GROUP SITES (TO INCLUDE ALL NEW SITE FURNITURE AND SURFACE AGGREGATE) FOR BOTH B AND C SITES (SHEET D3) - FURNISH AND INSTALL ONE STEEL SHADE STRUCTURE FOR FURNISH AND INSTALL ONE STEEL SHADE STRUCTURE FOR GROUP SITE A (SHEET D2) - FURNISH AND INSTALL ONE STEEL SHADE STRUCTURES FOR FURNISH AND INSTALL ONE STEEL SHADE STRUCTURES FOR BOTH GROUP SITES B AND C (SHEET D3) - INSTALL 38 NEW SINGLE TENT PADS AT THE DESIGNATED INSTALL 38 NEW SINGLE TENT PADS AT THE DESIGNATED CAMP SITES (1, 2, 5-7, 10, 12-20, 22-27, SHEET D9) - INSTALL 6 NEW DOUBLE TENT PADS AT THE DESIGNATED INSTALL 6 NEW DOUBLE TENT PADS AT THE DESIGNATED CAMP SITES (3, 4, 8, 9, 11, AND 21, SHEET D9) - FURNISH AND INSTALL 300 CUBIC YARDS (COMPACTED, FURNISH AND INSTALL 300 CUBIC YARDS (COMPACTED, IN-PLACE) OF SELECT BORROW. GOVERNMENT PIT IS LOCATED ALONG FSR 049 (SHEET S1) - FURNISH 500 CUBIC YARDS (COMPACTED, IN-PLACE) OF FURNISH 500 CUBIC YARDS (COMPACTED, IN-PLACE) OF AGGREGATE BASE AND RESURFACE DESIGNATED ROADWAYS WITH 4" OF AGGREGATE BASE. - FURNISH AND INSTALL 50 CUBIC YARDS (COMPACTED, FURNISH AND INSTALL 50 CUBIC YARDS (COMPACTED, IN-PLACE) FOR DESIGNATED AGGREGATE PATHWAYS FOR EACH GROUP SITE AND COMFORT STATION. - FURNISH 475 CUBIC YARDS (COMPACTED, IN-PLACE) OF FURNISH 475 CUBIC YARDS (COMPACTED, IN-PLACE) OF AGGREGATE BASE AND RESURFACE DESIGNATED PARKING SPURS WITH 4" OF AGGREGATE BASE. - PREPARATION AND GRADING OF THE EXISTING ROADWAY PREPARATION AND GRADING OF THE EXISTING ROADWAY PRIOR TO PLACEMENT OF AGGREGATE BASE (SHEET S3) OPTIONAL BID ITEMS: - FURNISH AND INSTALL 13 NEW STEEL SHADE STRUCTURES FURNISH AND INSTALL 13 NEW STEEL SHADE STRUCTURES FOR DESIGNATED CAMP SITES

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INSTALL DOUBLE VAULT COMFORT STATION (SHEET D10)

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INSTALL SHADE STRUCTURE (24' X 44')

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RESURFACE EXISTING PULLOUT WITH 4" (COMPACTED) AGGREGATE BASE (SHEET D11)

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RESURFACE EXISTING PARKING SPURS WITH 4" (COMPACTED) AGGREGATE BASE (SHEET D11)

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CONSTRUCT GROUP SITE B (SHEET D3)

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CONSTRUCT GROUP SITE C (SHEET D3)

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3. AGGREGATE PATHWAYS NEAR

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RECONSTRUCTION - PHASE 2

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GROUP SITE SHADE STRUCTURES

TO BE CONSTRUCTED:

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AutoCAD SHX Text U. S. Department of Agriculture

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FOREST SERVICE

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YANKEE MEADOW CAMPGROUND

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RECONSTRUCTION - PHASE 2

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SITE PLAN - WEST INSET AND GROUP SITE "A"

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DIXIE NATIONAL FOREST

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J. REDHOUSE

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J. DODDS

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J. REDHOUSE

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J. DODDS

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DIRECTOR, ENGINEERING

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SCALE IN FEET

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AutoCAD SHX Text RESURFACE EXISTING 20' WIDE ROADWAY WITH 4" (COMPACTED) AGGREGATE BASE (SHEET D11)

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SINGLE TENT PADS, TYP.

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SINGLE TENT PAD, TYP.

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DOUBLE TENT PAD, TYP.

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SINGLE TENT PADS, TYP.

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INSTALL NEW 24' X 44' SHADE STRUCTURE (SEE SPEC. 136000)

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CONSTRUCT 4' WIDE AGGREGATE PATH (SHEET D8)

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RESURFACE EXISTING PARKING SPUR WITH 4" (COMPACTED) AGGREGATE BASE (SHEET D11)

CONSTRUCT 4' WIDE AGGREGATE PATH (SHEET D8)

AutoCAD SHX Text INSTALL 16' X 16' SHELTER (ON SELECT UNITS ONLY - SEE S SHEETS) (SEE SPECIFICATION 136000)

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SINGLE FAMILY UNIT (NO SCALE) (NO SCALE)(NO SCALE)

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FOREST SERVICE

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YANKEE MEADOW CAMPGROUND

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RECONSTRUCTION - PHASE 2

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FAMILY UNIT SHADE STRUCTURE DETAIL

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DIXIE NATIONAL FOREST

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J. REDHOUSE

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J. DODDS

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J. REDHOUSE

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DIRECTOR, ENGINEERING

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NOTE: 1. INSTALL A PRE-MANUFACTURED STEEL SHADE INSTALL A PRE-MANUFACTURED STEEL SHADE STRUCTURE, MODEL POLIGON SQR-16, METAL HIP ROOF (16' X 16' DIMENSIONS) OR AN APPROVED EQUAL 2. INSTALL CONCRETE FOOTERS AS PER MANUFACTURER'S INSTALL CONCRETE FOOTERS AS PER MANUFACTURER'S RECOMMENDATIONS.

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INSTALL 24' X 44' SHELTER (SEE SPECIFICATION 136000)

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INSTALL SIX (6) CONCRETE FOOTERS PER MANUFACTURER'S RECOMMENDATIONS

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FOREST SERVICE

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YANKEE MEADOW CAMPGROUND

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RECONSTRUCTION - PHASE 2

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GROUP SITE 'A' LAYOUT

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DIXIE NATIONAL FOREST

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J. REDHOUSE

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J. DODDS

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J. DODDS

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DIRECTOR, ENGINEERING

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40 PAOT GROUP SITE 'A' LAYOUT (PLAN VIEW) (PLAN VIEW) (PLAN VIEW) (NO SCALE)

NOTES: : 1. INSTALL PLAYSPACE DESIGNS MODEL INSTALL PLAYSPACE DESIGNS MODEL POLIGON REK- 24 X 44 METAL GABLED ROOF OR AN APPROVED EQUAL 2. CONCRETE FOOTERS SHALL BE INSTALLED CONCRETE FOOTERS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS

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INSTALL TIMBER HEADER (SEE SHEET D1)

AutoCAD SHX Text 4-FOOT WIDE AGGREGATE PATH BETWEEN FAMILY UNIT AND PARKING SPUR. INSTALL IN LOCATIONS AS SHOWN ON THE SITE PLAN OR AS STAKED. (SEE SHEET D10)

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INSTALL PEDESTAL GRILL (3) TYP. (SEE SHEET D6)

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INSTALL PICNIC TABLE (6) TYP. (SEE SHEET D4)

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INSTALL 4" DEPTH AGGREGATE - GRADING G

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INSTALL 30' X 34' SHELTER (SEE SPECIFICATION 136000)

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INSTALL SERVING TABLE (3) TYP. (SEE SHEET D5)

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INSTALL GROUP SIZE FIRE RING (SEE SHEET D8)

AutoCAD SHX Text 4-FOOT WIDE AGGREGATE PATH BETWEEN FAMILY UNIT AND PARKING SPUR. INSTALL IN LOCATIONS AS SHOWN ON THE SITE PLAN OR AS STAKED. (SEE SHEET D10)

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INSTALL FOUR (4) CONCRETE FOOTERS AS PER MANUFACTURER'S RECOMMENDATIONS

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FOREST SERVICE

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YANKEE MEADOW CAMPGROUND

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RECONSTRUCTION - PHASE 2

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GROUP SITES 'B' AND 'C' LAYOUT

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DIXIE NATIONAL FOREST

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J. REDHOUSE

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J. DODDS

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J. DODDS

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DIRECTOR, ENGINEERING

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AutoCAD SHX Text 30 PAOT GROUP SITES 'B' AND 'C' LAYOUT (PLAN VIEW) (PLAN VIEW) (PLAN VIEW) (NO SCALE)

AutoCAD SHX Text NOTES: : 1. ALL SITE FURNISHINGS SHALL BE EMBEDDED ALL SITE FURNISHINGS SHALL BE EMBEDDED POST INSTALLATION. 2. ALL SITE FURNISHINGS SHALL BE FURNISHED ALL SITE FURNISHINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 3. AGGREGATE SHALL BE COMPACTED AND AGGREGATE SHALL BE COMPACTED AND INSTALLED WITH A FINISHED GRADE THAT IS FLUSH WITH EDGE OF TIMBER HEADERS. 4. INSTALL PLAYSPACE DESIGNS MODEL INSTALL PLAYSPACE DESIGNS MODEL POLIGON REK- 30 X 34 METAL GABLED ROOF OR AN APPROVED EQUAL 5. INSTALL SHADE STRUCTURE CONCRETE INSTALL SHADE STRUCTURE CONCRETE FOOTERS AS PER THE MANUFACTURER'S RECOMMENDATIONS

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*SEE S SHEETS FOR GROUP SITES B AND C LOCATIONS

*GROUP SITE B LAYOUT IS MIRROR IMAGE REVERSED WHEN INSTALLED (SEE S SHEETS FOR ORIENTATION)

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COMPACTED BORROW OR NATIVE SUBGRADE (TYP.)

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FINISH GRADE

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COMPACTED BORROW OR NATIVE SUBGRADE (TYP.)

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FINISH GRADE

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3" X 6" TUBULAR TABLE SUPPORT

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TABLE TOP

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SEAT

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TABLE TOP

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TABLE SUPPORT

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SEAT

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SEAT SUPPORT

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PEDESTAL POSTS AND CONCRETE FOOTING (NOT SHOWN FOR CLARITY)

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12" DIA. CONCRETE FOOTER

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3" X 6" TUBULAR TABLE SUPPORT

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TABLE TOP

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1. THE TABLE TOP AND SEATS SHALL BE 2" X 10" X 8' WOOD PLANKS AND WILL BE IN ACCORDANCE WITH SPECIFICATION THE TABLE TOP AND SEATS SHALL BE 2" X 10" X 8' WOOD PLANKS AND WILL BE IN ACCORDANCE WITH SPECIFICATION 129400. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT THE MANUFACTURER TO HAVE SEAT AND TABLE SUPPORTS LOCATED THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT THE MANUFACTURER TO HAVE SEAT AND TABLE SUPPORTS LOCATED IN ACCORDANCE WITH THE DIMENSIONS SHOWN. 3. TABLES ARE MODEL #APT/CW-8TP SURFACE MOUNT MANUFACTURED BY RJ THOMAS, P.O. BOX 946 CHEROKEE, IA. 51012 TABLES ARE MODEL #APT/CW-8TP SURFACE MOUNT MANUFACTURED BY RJ THOMAS, P.O. BOX 946 CHEROKEE, IA. 51012 1-800-762-5002 OR AN APPROVED EQUAL. 4. PICNIC TABLE SUPPORTS SHALL BE POWDER COAT FINISHED - BROWN PICNIC TABLE SUPPORTS SHALL BE POWDER COAT FINISHED - BROWN 5. PICNIC TABLES SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.PICNIC TABLES SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

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NOTES:

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TABLE PLAN VIEW

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TABLE SIDE VIEW

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TABLE PLAN VIEW

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NO SCALE

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NO SCALE

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NO SCALE

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12" DIA. CONCRETE FOOTER

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24" DIA. CONCRETE FOOTER

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WOOD PLANK SEATS AND TABLE TOP

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4" MIN. DEPTH, COMPACTED SURFACE COURSE AGGREGATE (GRADING G)

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4" MIN. DEPTH, COMPACTED SURFACE COURSE AGGREGATE (GRADING G)

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FOREST SERVICE

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AutoCAD SHX Text C:\Users\jredhouse\Documents\FY21\YankeeMeadowCampground.Reconstruction.2018\DWGs Edited\DRAFT Watermark 10 18 2021\11_D04_wood_plank_embedded.dwg

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DIRECTOR, ENGINEERING

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J. DODDS

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J. REDHOUSE

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J. DODDS

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J. REDHOUSE

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DIXIE NATIONAL FOREST

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8 FOOT WOOD PLANK PICNIC TABLE (EMBEDDED POSTS)

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RECONSTRUCTION-PHASE 2

YANKEE MEADOW CAMPGROUND

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TABLE TOP

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TABLE SUPPORT

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COMPACTED BORROW OR NATIVE SUBGRADE (TYP.)

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FINISH GRADE

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24" DIA. CONCRETE FOOTER

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4" MIN. DEPTH COMPACTED SURFACE COURSE - GRADING G

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WOOD PLANK TABLE TOP (TYP.)

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SERVING TABLE - GROUP SITES 'B' AND 'C' (EMBEDDED POST) NO SCALE

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PLAN VIEW

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ELEVATION VIEW

AutoCAD SHX Text NOTES: : 1. THE SERVING TABLE SHALL HAVE A WOOD PLANK TABLE TOP AND SHALL BE IN ACCORDANCE WITH THE SERVING TABLE SHALL HAVE A WOOD PLANK TABLE TOP AND SHALL BE IN ACCORDANCE WITH SPECIFICATION 129410. 2. TABLE SUPPORTS SHALL BE CONSTRUCTED OF 3" X 6" STRUCTURAL STEEL TUBING WITH BROWN TABLE SUPPORTS SHALL BE CONSTRUCTED OF 3" X 6" STRUCTURAL STEEL TUBING WITH BROWN POWDER COAT FINISH. 3. SERVING TABLES FOR GROUP SITES SHALL BE MODEL #APT/CW-8TP (EMBEDDED POST) AS SERVING TABLES FOR GROUP SITES SHALL BE MODEL #APT/CW-8TP (EMBEDDED POST) AS MANUFACTURED BY RJ THOMAS, P.O. BOX 946 CHEROKEE, IA. 51012 1-800-762-5002 OR AN APPROVED EQUAL. 4. SERVING TABLES SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL SERVING TABLES SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ALL ANCHORING MECHANISMS NECESSARY TO COMPLETE THE INSTALLATION. INSTALL IN LOCATIONS AS SHOWN ON SHEETS D2 AND D3 OR AS STAKED BY THE CONTRACTING OFFICER (CO).

AutoCAD SHX Text SERVING TABLES SHALL BE THE TABLE TOP AND SUPPORTS ONLY. NO BENCHES SHALL BE INSTALLED.

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FOREST SERVICE

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YANKEE MEADOW CAMPGROUND

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RECONSTRUCTION - PHASE 2

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8-FOOT WOOD PLANK SERVING TABLE (EMBEDDED POST)

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DIXIE NATIONAL FOREST

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J. REDHOUSE

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J. DODDS

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J. REDHOUSE

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DIRECTOR, ENGINEERING

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FOR TABLE SURFACE

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1/4" ROLLED STEEL PLATE

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FRONT FIN TURNED

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DOWN

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RECTANGULAR TUBING

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POST

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REAR AND SIDE FINS

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TURNED UP

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CONCRETE

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FOOTING

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SEE "ROLLED SURFACE

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PLATE SECTION" DETAIL

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ROLL OR WELD 2" FIN

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TO TABLE SURFACE

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BACK & SIDE FINS @ 90 DEGREES

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TURN DOWN FRONT FIN AND TURN UP

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NOTE:

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4" X 6" X 1/4" TUBE

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STEEL RECTANGULAR

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STRUCTURAL TUBING

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CONTINUOUS WELD

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FINISHED GRADE

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MIN.

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MIN.

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#4 X 12" REBAR

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THROUGH SUPPORT

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1. SPURS AND SHARP EDGES SHALL BE

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GROUND SMOOTH.

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NOTES:%%U

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WITH HEAT RESISTANT STOVE BLACK.

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2. ALL SURFACES SHALL BE POWDER COATED

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4" (COMPACTED) AGGREGATE BASE

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CONCRETE FOOTING

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FROM TABLE SURFACE.

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TOP SIDE FIN NO SCALE

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PLAN VIEW NO SCALE

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SIDE VIEW AND BASE INSTALLATION NO SCALE

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ROLLED SURFACE PLATE SECTION NO SCALE

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OR APPROVED EQUAL.

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3. UTILITY TABLE SHALL BE PILOT ROCK MODEL #ULT/B-1

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UTILITY TABLE INSTALLATION NO SCALE

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FINISHED SURFACE

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CENTER PEDESTAL IN CONCRETE BASE

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4" COMPACTED CRUSHED AGGREGATE (GRADING G)

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PEDESTAL GRILL - GROUP SITES (EMBEEDED POST) NO SCALE

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NATIVE SOIL

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ELEVATION VIEW

AutoCAD SHX Text NOTE: 1. PEDESTAL GRILLS SHALL BE FURNISHED AND PEDESTAL GRILLS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 2. PEDESTAL GRILL SHALL BE PILOT ROCK MODEL PEDESTAL GRILL SHALL BE PILOT ROCK MODEL D2-48/S/B2 AS MANUFACTURED BY THE R.J. THOMAS MFG. CO. INC., CHEROKEE, IOWA. PH: 1-800-762-5002 WWW.PILOTROCK.COM OR AN APPROVED EQUAL.

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#4 X 12"L REBAR CENTERED THROUGH SUPPORT

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CONCRETE FOOTER

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FOREST SERVICE

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YANKEE MEADOW CAMPGROUND

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RECONSTRUCTION - PHASE 2

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UTILITY TABLE AND PEDESTAL GRILL DETAILS

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(EMBEDDED POST)

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DIXIE NATIONAL FOREST

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J. REDHOUSE

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J. DODDS

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J. REDHOUSE

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J. DODDS

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DIRECTOR, ENGINEERING

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AutoCAD SHX Text 1'-8 1/2"

AutoCAD SHX Text 30%%d

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TYP.

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1/4" MIN. THICK STEEL

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STEEL RISER TACK WELDED TO SURFACE PLATE 12 @ 30" OFFSET SPACING EACH

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ROUND EDGE

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1/16" TO 1/8"

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INSERT SECTION (NTS) (NTS)

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FIRE RING SECTION (NO SCALE)

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FIRE RING ELEVATION (NO SCALE)

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FIRE RING DETAIL (NO SCALE)

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CONCRETE FIRE RING

AutoCAD SHX Text PLACE 4'-4" X 4'-4" X 3' DEEP WASHED DRAIN ROCK 1"-2" IN SIZE UNDER THE FIRE RING.

AutoCAD SHX Text CONCRETE CIRCLE 18" HIGH, 8" WIDE SEE SIDE VIEW & DETAIL FOR EXTERIOR GROOVE DETAIL

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(2) 15" #4 REBAR, PLACE VERTICAL AS SHOWN IN SECTION TIE TO REBAR WITH #4 GAUGE SMOOTH

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CHAMFER TOP EDGE ON BOTH SIDES OF WALL ON FIRE RING

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EXTERIOR GROOVE

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EXTERIOR GROOVE

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DETAIL SHOWN ABOVE

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CONCRETE FIRE RING 18" HIGH, 8" WIDE

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EXTERIOR GROOVE

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16 -5" LONG #4 REBAR

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#4 REBAR

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#4 REBAR CONTINOUS TYP. FORMED INTO FIRE RING

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FINISHED GRADE

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WELDED BEAD TO STEEL INSERT

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1/4" MIN. STEEL INSERT

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AIR SPACE 1 1/2" FROM CONCRETE

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1"-2" IN SIZE WASHED ROCK 4'-4" X 4'-4" X 3' DEEP

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CRUSHED AGGREGATE - GRADING "C" TO BOTTOM OF FIRE RING

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4" DEPTH AGGREGATE GRADING "G"

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AutoCAD SHX Text 45°

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AutoCAD SHX Text 7"

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AutoCAD SHX Text 18"

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AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

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12" MIN.

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AutoCAD SHX Text 36"

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NATIVE SOIL

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DRAINAGE FABRIC

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4" COMPACTED SURFACE COURSE AGGREGATE, GRADING G

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DRAWING

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SHEET

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AutoCAD SHX Text U. S. Department of Agriculture

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FOREST SERVICE

AutoCAD SHX Text Intermountain Region 4 Engineering

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YANKEE MEADOW CAMPGROUND

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RECONSTRUCTION - PHASE 2

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CONCRETE FIRE RING (GROUP SITES)

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DIXIE NATIONAL FOREST

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J. REDHOUSE

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J. DODDS

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J. REDHOUSE

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J. DODDS

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DIRECTOR, ENGINEERING

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OUTSLOPE 2%

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2:1 CUT SLOPE

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4" MIN. DEPTH COMPACTED SURFACE COURSE - GRADING G

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COMPACTED FILL FROM EXCAVATED MATERIAL

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3:1 SLOPE OR AS FIELD STAKED

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NATIVE SOIL

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4" MIN. DEPTH COMPACTED SURFACE COURSE - GRADING G

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FINISHED GRADE

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2% OUTSLOPE

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EXCAVATE 2" OF SUBGRADE FOR PATH

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3:1 SLOPE, TYP

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NATIVE SOIL

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4" DEPTH AGGREGATE PATH

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FOREST SERVICE

AutoCAD SHX Text Intermountain Region 4 Engineering

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YANKEE MEADOW CAMPGROUND

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RECONSTRUCTION - PHASE 2

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TYPICAL AGGREGATE PATH DETAIL

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DIXIE NATIONAL FOREST

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J. REDHOUSE

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J. DODDS

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J. REDHOUSE

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J. DODDS

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DIRECTOR, ENGINEERING

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CUT AND FILL SECTION

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ON-GRADE SECTION

AutoCAD SHX Text NOTE: 1. PATHS SHOULD BE 5% SLOPE OR LESS; HOWEVER, THE PATHS SHOULD BE 5% SLOPE OR LESS; HOWEVER, THE CONTRACTING OFFICERS REPRESENTATIVE MAY APPROVE PATHS THAT SLOPE 8.33% FOR UP TO 50 FEET, OR 10% FOR UP TO 30 FEET. NO MORE THAN 15% OF THE TOTAL LENGTH OF A PATH MAY EXCEED AN 8.33% SLOPE. CROSS SLOPES SHOULD NOT EXCEED 2% BUT MAY BE UP TO 3% TO ENSURE PROPER DRAINAGE. 2. PATHS SHALL BE STAKED TO SIT ON EXISTING GROUND PATHS SHALL BE STAKED TO SIT ON EXISTING GROUND (WHERE POSSIBLE) AS SHOWN ON THESE DRAWINGS.

AGGREGATE PATH DETAILS (NO SCALE) (NO SCALE)(NO SCALE)

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CRUSHED BEDDING MATERIAL (COMPACTED)

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6" X 6" TIMBER HEADER (SEE FASTENING DETAIL THIS SHEET)

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VARIES

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OUTSLOPE 1% TO 2% (TYP.)

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6" SAND

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NATIVE MATERIAL

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6" X 6" TIMBER HEADER

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EXISTING GROUND PROFILE (TYP.)

AutoCAD SHX Text 1'-0"

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4" MIN. DEPTH COMPACTED SURFACE COARSE GRAVEL - GRADING G OVER WEED BARRIER

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NATIVE SOIL

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6" X 6" PRESSURE TREATED TIMBER HEADER

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3:1 CUT MAXIMUM

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PROVIDE 4" DEEP DRAINAGE SWALE, OR AS SITE CONDITIONS ALLOW

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RECESS FINISH GRADE 1-INCH FROM TOP OF 6" X 6" TIMBER HEADER

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1% OUTSLOPE

AutoCAD SHX Text 4:1 FILL SLOPE PREFERABLE (LESS THAN 1-FOOT FILL) 3:1 MAXIMUM (GREATER THAN 1-FOOT FILL)

AutoCAD SHX Text GRABBER SCREWS: 1. HOT-DIPPED GALVANIZED OR STAINLESS STEEL. HOT-DIPPED GALVANIZED OR STAINLESS STEEL. 2. EXTEND INTO THE ATTACHED PIECE 1" MINIMUM WHEN PULLING ACROSS THE GRAIN AND 2" WHEN PULLING ALONG THE GRAIN. EXTEND INTO THE ATTACHED PIECE 1" MINIMUM WHEN PULLING ACROSS THE GRAIN AND 2" WHEN PULLING ALONG THE GRAIN. 3. INSTALLED IN PRE-DRILLED HOLES, 1" FROM EDGES, FLUSH WITH SURFACE. INSTALLED IN PRE-DRILLED HOLES, 1" FROM EDGES, FLUSH WITH SURFACE. TIMBER: 1. SINGLE TIMBER SHALL BE INSTALLED WITHOUT SPLICES ON SIDES UP TO 16' LONG. SINGLE TIMBER SHALL BE INSTALLED WITHOUT SPLICES ON SIDES UP TO 16' LONG. 2. ONE SPLICE IS ALLOWED PER EDGE. SHORT BOARDS USED IN SPLICES SHALL BE A MINIMUM OF 6' LONG. ONE SPLICE IS ALLOWED PER EDGE. SHORT BOARDS USED IN SPLICES SHALL BE A MINIMUM OF 6' LONG. 3. PRE-DRILL 7/16" HOLE THROUGH TIMBERS WHERE ANCHOR SPIKES WILL BE INSTALLED. PRE-DRILL 7/16" HOLE THROUGH TIMBERS WHERE ANCHOR SPIKES WILL BE INSTALLED. 4. TREAT ALL CUT TIMBER ENDS.TREAT ALL CUT TIMBER ENDS.

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TIMBER EDGER 6" X 6"

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CRUSHED BEDDING MATERIAL (COMPACTED)

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1/2" DIA. X 16" L ANCHOR SPIKE INSTALLED FLUSH OR AN APPROVED EQUAL

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EXISTING GROUND

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CRUSHED BEDDING MATERIAL

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ANCHOR SPIKE 6' O.C. MAX. (SEE DETAIL, THIS SHEET) OR AN APPROVED EQUAL

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5"L X 1/2" DIA. LAG SCREW COUNTER SUNK 1/4" (4) PER HALF LAP JOINT, TYP

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SECTION VIEW

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IN-LINE SPLICE FASTENING

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CORNER FASTENING

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ISOMETRIC VIEW

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PLAN VIEW (NO SCALE)

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TYPICAL TENT PAD SECTION (NO SCALE)

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CROSS SECTION (NO SCALE)

AutoCAD SHX Text NOTE: 1. AT A MINIMUM 20% OF ALL TENT PAD SITES SHALL BE AT A MINIMUM 20% OF ALL TENT PAD SITES SHALL BE ACCESSIBLE (TO BE DETERMINED IN THE FIELD BY THE CONTRACTING OFFICER REPRESENTATIVE). 2. TENT PADS SHOULD BE STAKED TO SELF BALANCE (CUTS AND FILLS).TENT PADS SHOULD BE STAKED TO SELF BALANCE (CUTS AND FILLS).

AutoCAD SHX Text

TIMBER HEADER HALF LAP JOINT AND ANCHOR SPIKE DETAILS (NO SCALE)

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AutoCAD SHX Text U. S. Department of Agriculture

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FOREST SERVICE

AutoCAD SHX Text Intermountain Region 4 Engineering

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YANKEE MEADOW CAMPGROUND

AutoCAD SHX Text

RECONSTRUCTION - PHASE 2

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TENT PAD…

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File details come from the government source that posted it. Updated Oct 19, 2021.