Drawings-GuinavahMalibuCampground-2024.pdf

PDF 27 MB Posted Mar 22, 2024

Attached to: GAOA-Historic Guinavah-Malibu Campground and Amphitheatre Reconstruction
Solicitation number: 1240LS24R0004
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Mar 23, 2024

This document is a Presolicitation Notice for the GAOA-Historic Guinavah-Malibu Campground and Amphitheatre Reconstruction project, Solicitation No. 1240LS24R0004, issued by the Department of Agriculture Forest Service. The key details are:

The project involves demolition work, constructing a new campground loop with roads, spurs, restrooms, and site furnishings, a new entrance road and day-use area, realigning existing roads, and optional bid items for asphalt paving, pavilions, and amphitheater restoration. Special care is required to protect and retain existing Civilian Conservation Corps (CCC) historical features throughout the site. The anticipated contract start is Fall 2024/Spring 2025. This is a Total Small Business Set-Aside. The solicitation is expected to be issued on approximately April 23, 2024, and a presolicitation site visit is scheduled for April 2, 2024 at 1:00 PM at the Guinavah-Malibu Campground. No proposal or quote is being requested at this time.

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s/s Chris Campbell

FINAL 1/19/22

24'-2"

2'-0"

SCALE: 1/4" = 1'-0"

2' 4'0 8'

SCALE 1/4" = 1'-0"

SELECTIVE DEMOLITION PLAN

LINE OF ROOF ABOVE. REMOVE AND DISPOSE OF

WOOD SHINGLES, PIPE BOOTS, AND SHEET METAL

TRIM.

REMOVE AND DISPOSE OF TOILET FIXTURES,

URINALS AND SINKS.

REMOVE AND DISPOSE OF SUPPLY AND VENT PIPING,

VALVES, SUPPORTS. PREP FOR 1 FREEZE PROOF

HYDRANT IN CHASE.

REMOVE AND DISPOSE OF WOOD TOILET

PARTITIONS.

SAWCUT AND REMOVE CONCRETE TO REMOVE

TOILET SEWERS BELOW THE SLAB.

REMOVE AND DISPOSE OF EXTERIOR WOOD FRAMED

SCREENS INCLUDING FOUNDATIONS TO 12" BELOW

GRADE.

REMOVE AND DISPOSE OF WOOD SIGNS

(ACCESSIBLE, MEN'S AND WOMEN'S).

CLEAN AND PREP INTERIOR WOOD, CEILINGS, WALLS

TO PREPARE FOR REPAINTING. REMOVE WOOD BASE

CLEAN AND PREPARE EXTERIOR WOOD SIDING,

DOORS, FRAMES FOR REPAINTING.

KEY NOTES:

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/5 /22

1 R

N C

:\U

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INTERMOUNTAIN REGION

GUINAVAH-MALIBU

CAMPGROUND

RENOVATION

PROJECT

UINTA WASATCH CACHE

NATIONAL FOREST

LOGAN RANGER DISTRICT

SELECTIVE DEMOLITION

HISTORIC

AMPHITHEATER TOILET

SMHW

UWC E STAFF

DA1

56 82 s/s Chris Campbell

FINAL 1/19/22

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24'-6"

SCALE: 1/4" = 1'-0"

2' 4'0 8'

SCALE 1/4" = 1'-0"

SELECTIVE DEMOLITION PLAN

LINE OF ROOF ABOVE. REMOVE AND DISPOSE OF

WOOD SHINGLES, PIPE BOOTS, AND SHEET METAL

TRIM.

REMOVE AND DISPOSE OF TOILET FIXTURES,

URINALS AND SINKS.

REMOVE AND DISPOSE OF SUPPLY AND VENT PIPING,

VALVES, SUPPORTS. PREP FOR 1 FREEZE PROOF

HYDRANT IN CHASE..

REMOVE AND DISPOSE OF WOOD TOILET

PARTITIONS.

SAWCUT AND REMOVE CONCRETE TO REMOVE

TOILET SEWERS BELOW THE SLAB.

REMOVE AND DISPOSE OF WOOD SIGNS

(ACCESSIBLE, MEN'S AND WOMEN'S).

WASH AND PREP INTERIOR WOOD, CEILINGS, WALLS

TO PREPARE FOR REPAINTING.

WASH AND PREPARE EXTERIOR WOOD SIDING,

DOORS, FRAMES FOR REPAINTING.

REMOVE DOOR. SALVAGE HARDWARE

KEY NOTES:

2'-0"

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/5 /22

1 R

N C

:\U

.20

-2

8\D

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1.A D0

2.D

R-4

INTERMOUNTAIN REGION

GUINAVAH-MALIBU

CAMPGROUND

RENOVATION

PROJECT

UINTA WASATCH CACHE

NATIONAL FOREST

LOGAN RANGER DISTRICT

SELECTIVE DEMOLITION

HISTORIC GROUP AREA

TOILET

SMHW

UWC E STAFF

DA2

57 82 s/s Chris Campbell

FINAL 1/19/22

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51'-8"

2'-4"

4'-0"

4'-0" 4'-0"

24'-0"

18'-0"

4'-0"

4'-3"

1'-6"

TYP

R1/4"

1/2" FELT FILLER

1/4"DEPTH

5" THICK CONCRETE

WITH BROOM FINISH

NATIVE SOIL

4" DEPTH AGGREGATE

(GRADING C)

4" THICK CONCRETE

WITH BROOM FINISH

NATIVE SOIL

4" DEPTH AGGREGATE

(GRADING C)

#4 BAR 24" OC,

BOTH DIRECTIONS

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/1 3/2

2 1 1:

.20

-2

8\D

W G

R-4

INTERMOUNTAIN REGION

GUINAVAH-MALIBU

CAMPGROUND

RENOVATION

PROJECT

UINTA WASATCH CACHE

NATIONAL FOREST

LOGAN RANGER DISTRICT

PAVILION PLAN

SMHW

UWC STAFF

A1 58 82

SCALE 1/8" = 1'-0"

PAVILLION PLAN

SCALE: 1/8" = 1'-0"

4' 8'0 16'

NTS

4" THICK SLAB

NTS

5" THICK SLAB

s/s Chris Campbell

FINAL 1/19/22

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8' PICNIC TABLE (SEE SHEET A6)

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8' SERVING TABLE (SEE SHEET A7)

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GROUP PEDESTAL GRILL (SEE SHEET A7)

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REINFORCED MASONRY FIREPLACE (SEE SHEETS A4 AND A5 FOR DETAILS)

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PAINTED STEEL COLUMN BY PREFAB MANUFACTURER (TYP)

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THIN STONE VENEER/ CMU HALF WALL (SEE DETAIL SHEET A5)

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THIN STONE VENEER / CMU COLUMN BASE

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5" THICK CONCRETE SLAB. #4 BAR 24" OC BOTH DIRECTIONS SEE 2/A1

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SHELTER ROOFLINE

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5" THICK CONCRETE PAD. #4 BAR 24" OC BOTH DIRECTIONS. SEE 2/A1

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THIN STONE VENEER/CMU HALF WALL

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INSTALL EXPANSION JOINT BETWEEN SLABS

AutoCAD SHX Text NOTES: 1. THE CONTRACTOR SHALL SUBMIT AN EXPANSION AND THE CONTRACTOR SHALL SUBMIT AN EXPANSION AND CONTRACTION JOINT PLAN TO THE CONTRACTING OFFICER. FOR CONCRETE SLABS INSTALL CONTRACTION JOINTS A MAXIMUM OF 10 FEET ON CENTER AND EXPANSION JOINTS EVERY 30 RUNNING FEET. 2. PROVIDE A 1/2 INCH RADIUS ON ALL EXPOSED PROVIDE A 1/2 INCH RADIUS ON ALL EXPOSED CONCRETE EDGES UNLESS OTHERWISE SHOWN.

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HAND TOOLED CONTRACTION JOINT

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EXPANSION JOINT

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NOTE: 1. THIS PAVILION DESIGN IS FOR THE "AMPHITHEATER THIS PAVILION DESIGN IS FOR THE "AMPHITHEATER SITE" SHOWN ON SHEET S6. 2. ALL SITE FURNISHINGS SHALL BE FURNISHED AND ALL SITE FURNISHINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 3. ALL CONCRETE FOR GROUP UNITS AND PATHS SHALL ALL CONCRETE FOR GROUP UNITS AND PATHS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 4. ALL CONCRETE SHALL BE INTEGRALLY COLORED COLOR ALL CONCRETE SHALL BE INTEGRALLY COLORED COLOR SELECTION TO BE MADE BY THE CO. 5. SEE SHEETS A4 & A5 FOR DETAILS ON THE SCREEN SEE SHEETS A4 & A5 FOR DETAILS ON THE SCREEN WALL AND FIREPLACE. 6. SEE SPECIFICATION SECTION 133442 FOR SEE SPECIFICATION SECTION 133442 FOR REQUIREMENTS ON THE SHELTER. 7. COLUMN SPACING PER SHELTER MANUFACTURER'S COLUMN SPACING PER SHELTER MANUFACTURER'S SPECIFICATIONS AND ENGINEER STAMPED SHOPPING DRAWINGS TO BE SUBMITTED. 8. CONTRACTOR SHALL SUBMIT AN EXPANSION & CONTRACTOR SHALL SUBMIT AN EXPANSION & CONTRACTION JOINT PLAN INDICATING LOCATION AND TYPE OF JOINT FOR COR REVIEW & APPROVAL.

+ 9'-0"

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/1 3/2

2 1 1:

.20

-2

8\D

W G

R-4

INTERMOUNTAIN REGION

GUINAVAH-MALIBU

CAMPGROUND

RENOVATION

PROJECT

UINTA WASATCH CACHE

NATIONAL FOREST

LOGAN RANGER DISTRICT

PAVILION ELEVATIONS

SMHW

UWC STAFF

A2 59 82

SCALE 3/16" = 1'-0"

FRONT PAVILION ELEVATION

SCALE: 3/16" = 1'-0"

2'-8" 5'-4"0 10'-8"

SCALE 3/16" = 1'-0"

REAR PAVILION ELEVATION

s/s Chris Campbell

FINAL 1/19/22

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FIREPLACE (SEE SHEET A4 AND A5 FOR DETAILS)

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FIREPLACE (SEE SHEET A4 AND A5 FOR DETAILS)

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THIN STONE VENEER WALL (SEE SHEET A4 AND A5 FOR DETAILS)

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THIN STONE VENEER WALL (SEE SHEET D6 FOR DETAILS)

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MANUFACTURED PAVILION SHELTER. SPEC 133442

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STAINED GLULAM BEAMS STAINED EXPOSED WOOD DECKING

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STAINED GLULAM BEAMS STAINED EXPOSED WOOD DECKING

AutoCAD SHX Text STAINED CEDAR SHINGLES OVER CEDAR BREATHER, ICE AND WATER SHIELD, PLYWOOD. SEE INSTALLATION ON A13.

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2'-4"

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/1 3/2

2 1 1:

.20

-2

8\D

W G

R-4

INTERMOUNTAIN REGION

GUINAVAH-MALIBU

CAMPGROUND

RENOVATION

PROJECT

UINTA WASATCH CACHE

NATIONAL FOREST

LOGAN RANGER DISTRICT

PAVILION ELEVATION

SMHW

UWC STAFF

A3 60 82

SCALE 3/16"= 1'-0"

PAVILION SIDE ELEVATION

SCALE: 3/16" = 1'-0"

2'-8" 5'-4"0 10'-8" s/s Chris Campbell

FINAL 1/19/22

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FIREPLACE (SEE SHEET A4 AND A5 FOR DETAILS)

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THIN STONE VENEER WALL (SEE SHEET A4 FOR DETAILS)

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THIN STONE VENEER OVER CONCRETE BLOCK COLUMN BASE (SEE SHEET A4/A5 FOR DETAILS)

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5" THICK REINFORCED CONCRETE SLAB. #4 BAR 24" OC BOTH DIRECTIONS

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4" CRUSHED AGGREGATE GRADING C

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MANUFACTURED PAVILION SHELTER. SEE SPEC

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PAINTED STEEL TUBE COLUMNS TYPICAL

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1'-2"1'-2"

12'-0"

8'-1"

1'-4"

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/5 /22

0 R

N C

:\U

.20

-2

8\D

R-4

INTERMOUNTAIN REGION

GUINAVAH-MALIBU

CAMPGROUND

RENOVATION

PROJECT

UINTA WASATCH CACHE

NATIONAL FOREST

LOGAN RANGER DISTRICT

FIREPLACE DETAILS

SMHW

UWC STAFF

A4 61 82

SCALE 3/8" = 1'-0"

FIREPLACE ELEVATIONS

SCALE 3/8" = 1'-0"

FIREPLACE SECTION

SCALE 3/8" = 1'-0"

FIREPLACE SECTION

SCALE: 3/8" = 1'-0"

1'-4" 2'-8"

5'-4" s/s Chris Campbell

FINAL 1/19/22

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THIN STONE VENEER

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CAST IN PLACE CONCRETE MANTEL

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CAST IN PLACE CONCRETE HEARTH

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CLAY CHIMNEY POT

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(1)#5 BAR IN FULLY GROUTED CELL @ 16" O.C. TYP. LAP SPLICE 40" MIN. TYP.

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CAST IN PLACE CONCRETE CAP

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STONE CORBELS

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CAST IN PLACE CONCRETE CAP

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PREMANUFACTURED FLUE LINER INSTALLED PER MANUFACTURERS RECOMMENDATIONS

AutoCAD SHX Text 8" CONCRETE MASONRY BOND BEAM W/ (2) #4 BARS, SPACE BOND BEAMS A MAX. OF 48", TYP.

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8'-0"

1'-2"

3'-0"

2'-0"

1'-8"

3'-10"

16"

26" MIN LAP

2'-0"

3'-0"

I N

L A

SCALE 1/2" = 1'-0"

FIREPLACE SECTION

7'-1"

SCALE 1/2" = 1'-0"

FIREPLACE SECTION

SCALE 1/2" = 1'-0"

CHIMNEY SECTION

SCALE 1/2" = 1'-0"

WALL/ PIER SECTION

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/5 /22

0 R

N C

:\U

.20

-2

8\D

R-4

INTERMOUNTAIN REGION

GUINAVAH-MALIBU

CAMPGROUND

RENOVATION

PROJECT

UINTA WASATCH CACHE

NATIONALS FOREST

LOGAN RANGER DISTRICT

PAVILION DETAILS

SMHW

UWC STAFF

A5 62 82

SCALE 1" = 1'-0"

ROOF TO FIREPLACE DETAIL

s/s Chris Campbell

FINAL 1/19/22

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STEEL COLUMN PER PREFAB MANUF.

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8" CONCRETE MASONRY BLOCK

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1" MIN MORTAR APPLIED DIRECTLY TO CONCRETE MASONRY UNIT.

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THIN STONE VENEER

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STEEL COLUMN BOLT CONNECTION PER PAVILION MANUFACTURER'S RECOMMENDATIONS

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8" CONCRETE BLOCK

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PREMANUFACTURED CONCRETE FIREBOX

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THIN STONE VENEER

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1" MIN MORTAR BED APPLIED TO MASONRY

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CONCRETE WALL BELOW

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CAST IN PLACE CONCRETE HEARTH

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1-1/2" FIREBRICK @ FLOOR

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1-1/2" FIREBRICK

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1-1/2" FIREBRICK

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8"X16" CAST IN PLACE CONCRETE MANTEL

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8"CONCRETE MASONRY BLOCK

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PREMANUFACTURED FLUE LINER INSTALLED PER MANUFACTURERS RECOMMENDATIONS

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THIN STONE VENEER OVER 1" MORTAR AND LATH

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6" MASONRY BOND BEAM

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#6 REBAR SUPPORT SPACED 12" O.C.

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PREMANUFACTURED CONCRETE FIREBOX

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4-1/2" CAST IN PLACE CONRETE HEARTH

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4" CONCRETE SLAB ON GRADE

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CAST IN PLACE CONCRETE SUPPORT

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CAST IN PLACE CONCRETE SMOKE SHELF

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CAST IN PLACE CONCRETE CAP

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CAULK SEALANT

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1-1/4" THICK, 1'-4-1/2" SQUARE CHIMNEY POT

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18" MAX REFRACTORY FLUE JOINT

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CAST IN PLACE CONCRETE CAP

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1" AIR SPACE

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8" CONCRETE MASONRY BLOCK

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1" MORTAR BED

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THIN STONE VENEER

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14" FIRECLAY FLUE LINER

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8" CONCRETE MASONRY BLOCK

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THIN STONE VENEER

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#5 VERT @ 12" O.C.

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CAST IN PLACE CONCRETE CAP

AutoCAD SHX Text FOUNDATION AND FOOTING DESIGN FOR COLUMN AND BASE SHALL BE SUBMITTED BY PREFAB PAVILION CONTRACTOR, BUT SHALL ACHIEVE MINIMUMS DESIGNATED

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1" MIN MORTAR BED AND LATHE APPLIED TO MASONRY

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CULTURED STONE VENEER

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GRADE LINE

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(1) #5 VERT. REBAR IN FULLY GROUTED CELL, SPACED @ 16" O.C. TYP.

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(1) #5 VERT. REBAR IN FULLY GROUTED CELL, SPACED @ 16" O.C. TYP.

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8" CONCRETE MASONRY BOND BEAM W/ (2) #4 BARS, SPACE BOND BEAMS EVERY 48"

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SOLID CONCRETE STEM WALL/PEDESTAL

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#4 HORIZ @ 12" O.C. BOTHWAYS

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CONCRETE FOOTING

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TYP

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TYP

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BOND BEAMS SHALL HAVE (2) #4 BARS AT SHALL BE PLACED AT BASE AND TOP OF WALLS

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1" MIN MORTAR APPLIED DIRECTLY TO CONCRETE MASONRY UNIT.

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8" CONCRETE MASONRY BOND BEAM W/ (2) #4 BARS, SPACE BOND BEAMS EVERY 48"

AutoCAD SHX Text #5 @ 12" O.C.

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#4 REBAR @ 18" O.C. EXTENDED 12" INTO SLAB

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#4 HORIZ @ 12" O.C. BOTHWAYS

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TYP

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#4 HORIZ @ 12" O.C. BOTHWAYS

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TYP

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#4 REBAR @ 18" O.C. EXTENDED 12" INTO SLAB

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BOND BEAMS SHALL HAVE (2) #4 BARS AT SHALL BE PLACED AT BASE AND TOP OF WALLS

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#5 VERT @ 12" O.C.

AutoCAD SHX Text #5 @ 12" O.C.

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#4 HORIZ @ 12" O.C. BOTHWAYS

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TYP

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#4 HORIZ @ 12" O.C. BOTHWAYS

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TYP

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#5 VERT. REBAR IN FULLY GROUTED CELL, SPACED 16" O.C. TYP.

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#4 HORIZ @ 18" O.C. EXTEND 12" INTO SLAB

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#5 VERT @ 12" O.C.

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THIN STONE VENEER

AutoCAD SHX Text

1" MIN MORTAR BED

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METAL FLASHING AND DRIP EDGE. EXTEND UP WALL 12"

AutoCAD SHX Text

2X TONGUE AND GROOVE ROOF DECKING

AutoCAD SHX Text

PLYWOOD, ICE AND WATER SHIELD, CEDAR BREATHER AND CEDAR SHINGLE ROOFING

AutoCAD SHX Text METAL STEP FLASHING AND DRIP EDGE TO EXTEND UP UNDER UPPER METAL FLASHING AND DRIP EDGE ABOVE STANDING SEAM METAL ROOFING

AutoCAD SHX Text

8" CONCRETE MASONRY BLOCK

AutoCAD SHX Text

8" CONCRETE MASONRY BOND BEAM W/ (2) #4 BARS. SPACE BOND BEAMS EVERY 48".

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24'-2"

2'-0"

LINE OF ROOF ABOVE. NEW SHEATHING, ICE AND

WATER SHIELD, CEDAR BREATHER, CEDAR SHINGLE

ROOF AND SHEET METAL FLASHING. SEE DETAILS.

PATCH ALL HOLES IN FIBROUS WALL BOARD FROM

PLUMBING, SUPPORTS, ETC.

INSTALL NEW 4" PAINTED WOOD BASE. 4 WALLS

PREP AND REPAINT ALL WALLS, CEILINGS AND

EXPOSED TRUSSES AND RAFTERS.

PREP AND PAINT ALL WINDOWS, FRAMES, DOORS.

REPLACE SCREEN MATERIAL IN WINDOWS. SPEC

090190.52 MAINTENANCE REPAINTING.

PROVIDE 1 FREEZEPROOF WALL HYDRANT,

COPPER SUPPLY LINE. MOUNT 30 AFF. WOODRUFF,

B67 SERIES, AUTOMATIC DRAINING, BACK FLOW

PROTECTED.

FILL/ CAP ALL EXISTING SEWER LINES WITH

NON-SHRINK GROUT AND CAP. REMOVE ALL VENT

PIPING AND ROOF PENETRATIONS.

PATCH CONCRETE SLAB IN TOILET AREA AFTER

REMOVAL OF SEWER. ASSUME 12" X 12" FOR EACH

TOILET.

PATCH ANY SMALL WOOD HOLES AND WOODPECKER

DAMAGE. PREP AND REPAINT WALLS, EXPOSED

RAFTERS AND DECKING, FASCIAS. SEE SPEC

MAINTENANCE REPAINTING

INSTALL NEW WEATHER STRIPPING. REPAIR DOOR

FRAME. PAINT DOORS AND FRAMES.

KEY NOTES:

A10

TYP

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/1 3/2

2 1 1:

ON C

:\U

.20

-2

8\D

.10 .11

.12 .T

R-4

INTERMOUNTAIN REGION

GUINAVAH-MALIBU

CAMPGROUND

RENOVATION

PROJECT

UINTA WASATCH CACHE

NATIONAL FOREST

LOGAN RANGER DISTRICT

HISTORIC

AMPHITHEATER TOILET

TO STORAGE REHAB

PLAN

SMHW

UWC STAFF

A9 66 82

SCALE: 1/4" = 1'-0"

REHAB PLAN: TOILET TO STORAGE

SCALE: 1/4" = 1'-0"

2' 4'0 8' s/s Chris Campbell

FINAL 1/19/22

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A13

13'-7"

TYP

24'-4"

LINE OF ROOF ABOVE. NEW SHEATHING, ICE AND

WATER SHIELD, CEDAR BREATHER, CEDAR SHINGLE

ROOF AND SHEET METAL FLASHING. SEE DETAILS.

PREP AND PAINT ALL WINDOWS, FRAMES, DOORS,

INSIDE AND OUT.REPLACE SCREEN MATERIAL IN

WINDOWS. SPEC 090190.52 MAINTENANCE

REPAINTING.

PATCH ANY SMALL WOOD HOLES AND WOODPECKER

DAMAGE. SECTION 017320. PREP AND REPAINT

WALLS, EXPOSED RAFTERS AND DECKING, FASCIAS.

SEE SPEC MAINTENANCE REPAINTING.

INSTALL NEW WEATHER STRIPPING. REPAIR FRAME.

PAINT DOORS AND FRAMES.

REPLACE 1 EACH CHASE DOOR WITH WOOD PANEL

DOOR TO MATCH HISTORIC DOORS. SALVAGE

HARDWARE AND REINSTALL.

KEY NOTES:

A13

1'-0"

13'-7"

TYP

24'-4"

TYP

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/1 3/2

2 1 1:

ON C

:\U

.20

-2

8\D

.10 .11

.12 .T

R-4

INTERMOUNTAIN REGION

GUINAVAH-MALIBU

CAMPGROUND

RENOVATION

PROJECT

UINTA WASATCH CACHE

NATIONAL FOREST

LOGAN RANGER DISTRICT

HISTORIC

AMPHITHEATER TOILET

TO STORAGE REHAB

ELEVATIONS

SMHW

UWC STAFF

A10 67 82

SCALE: 3/16" = 1'-0"

REHAB STORAGE ELEVATION

SCALE: 3/16" = 1'-0"

REHAB STORAGE ELEVATION

SCALE: 3/16" = 1'-0"

REHAB STORAGE ELEVATION

SCALE: 3/16" = 1'-0"

2'-8" 5'-4"0 10'-8"

SCALE: 3/16" = 1'-0"

REHAB STORAGE ELEVATION

s/s Chris Campbell

FINAL 1/19/22

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+ 8'-0" TOW

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LINE OF ROOF ABOVE. NEW SHEATHING, ICE AND

WATER SHIELD, CEDAR BREATHER, CEDAR SHINGLE

ROOF AND SHEET METAL FLASHING. SEE DETAILS.

PATCH ALL HOLES IN FIBROUS WALL BOARD FROM

PLUMBING, SUPPORTS, ETC.

INSTALL NEW 4" PAINTED WOOD BASE. 4 WALLS

PREP AND REPAINT ALL WALLS, CEILINGS AND

EXPOSED TRUSSES.

PREP AND PAINT ALL WINDOWS, FRAMES, DOORS.

REPLACE SCREEN MATERIAL IN WINDOWS. SPEC

090190.52 MAINTENANCE REPAINTING.

PROVIDE 1 FREEZEPROOF WALL HYDRANT.,

COPPER SUPPLY LINE. MOUNT 30 AFF. WOODRUFF,

B67 SERIES, AUTOMATIC DRAINING, BACK FLOW

PROTECTED.

FILL/ CAP ALL EXISTING SEWER LINES WITH

NON-SHRINK GROUT AND CAP. REMOVE ALL VENT

PIPING AND ROOF PENETRATIONS.

PATCH CONCRETE SLAB IN TOILET AREA AFTER

REMOVAL OF SEWER. ASSUME 12" X 12" FOR EACH

TOILET.

PATCH ANY SMALL WOOD HOLES AND WOODPECKER

DAMAGE. PREP AND REPAINT WALLS, EXPOSED

RAFTERS AND DECKING, FASCIAS. SEE SPEC

MAINTENANCE REPAINTING.

REPLACE CHASE DOOR WITH WOOD PANEL DOOR TO

MATCH HISTORIC DOORS. SALVAGE HARDWARE AND

REINSTALL. INSTALL NEW WEATHER STRIPPING.

REPAIR FRAME. PAINT DOORS AND FRAMES.

KEY NOTES:

2'-0"

24'-6"

A12

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/1 3/2

2 1 1:

.20

-2

8\D

.10

.11 .12

R-4

INTERMOUNTAIN REGION

GUINAVAH-MALIBU

CAMPGROUND

RENOVATION

PROJECT

UINTA WASATCH CACHE

NATIONAL FOREST

LOGAN RANGER DISTRICT

HISTORIC GROUP AREA

TOILET TO STORAGE

REHAB PLAN

SMHW

UWC STAFF

A11 68 82

SCALE: 1/4" = 1'-0"

REHAB PLAN: TOILET TO STORAGE

SCALE: 1/4" = 1'-0"

2' 4'0 8' s/s Chris Campbell

FINAL 1/19/22

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LINE OF ROOF ABOVE. NEW SHEATHING, ICE AND

WATER SHIELD, CEDAR BREATHER, CEDAR SHINGLE

ROOF AND SHEET METAL FLASHING. SEE DETAILS.

PREP AND PAINT ALL WINDOWS, FRAMES, DOORS,

INSIDE AND OUT.REPLACE SCREEN MATERIAL IN

WINDOWS. SPEC 090190.52 MAINTENANCE

REPAINTING.

PATCH ANY SMALL WOOD HOLES AND WOODPECKER

DAMAGE. SECTION 017320. PREP AND REPAINT

WALLS, EXPOSED RAFTERS AND DECKING, FASCIAS.

SEE SPEC MAINTENANCE REPAINTING.

INSTALL NEW WEATHER STRIPPING. REPAIR FRAME.

PAINT DOORS AND FRAMES.

REPLACE 1 EACH CHASE DOOR WITH WOOD PANEL

DOOR TO MATCH HISTORIC DOORS. SALVAGE

HARDWARE AND REINSTALL.

KEY NOTES:

A13

14'-7" 14'-7"

24'-6"

TYP

NEW

DOOR

24'-6"

TYP

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/1 3/2

2 1 1:

.20

-2

8\D

.10

.11 .12

R-4

INTERMOUNTAIN REGION

GUINAVAH-MALIBU

CAMPGROUND

RENOVATION

PROJECT

UINTA WASATCH CACHE

NATIONAL FOREST

LOGAN RANGER DISTRICT

HISTORIC GROUP AREA

TOILET TO STORAGE

REHAB ELEVATIONS

SMHW

UWC STAFF

A12 69 82

SCALE: 3/16" = 1'-0"

REHAB STORAGE ELEVATION

SCALE: 3/16" = 1'-0"

REHAB STORAGE ELEVATION

SCALE: 3/16" = 1'-0"

REHAB STORAGE ELEVATION

SCALE: 3/16" = 1'-0"

2'-8" 5'-4"0 10'-8"

SCALE: 3/16" = 1'-0"

REHAB STORAGE ELEVATION

s/s Chris Campbell

FINAL 1/19/22

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PREFABRICATED VENTED CEDAR RIDGE

WOOD CAP. "CERTI-RIDGE" OR EQUAL

CORAVENT V-600 OR EQUAL

CEDAR NO 1 PERFECT SHINGLES

EXISTING RAFTERS AND DECKING

5/16" PLYWOOD SHEATHING. CUT BACK

FROM RIDGE

CEDAR BREATHER

PEEL AND STICK MEMBRANE, ENTIRE

ROOF

EXISTING BLOCKING

1'-0"

EXISTING RAFTERS AND DECKING

CEDAR NO 1 PERFECT SHINGLES, 5"

REVEAL

5/16" PLYWOOD SHEATHING

CEDAR BREATHER

PEEL AND STICK MEMBRANE, ENTIRE ROOF

PATCH EXISTING SIDING, PAINT

PAINT UNDERSIDE OF DECKING AND

EXPOSED RAFTERS

EXISTING TRIM, PAINTED

TRIPLE LAYER SHINGLES,

2" OVERHANG TO START

NEW 4" THICK CONCRETE SLAB IN

DISTURBED AREAS

2" MINUS COMPACTED FILL. COMPACT

IN LIFTS

EXISTING 4" THICK CONCRETE

SLAB

CAP AND GROUT SEWER PIPE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/1 3/2

2 1 1:

N C:

.20

-2

8\D

.D W

R04

INTERMOUNTAIN REGION

GUINAVAH-MALIBU

CAMPGROUND

RENOVATION

PROJECT

UINTA WASATCH CACHE

NATIONAL FOREST

LOGAN RANGER DISTRICT

ARCHITECTURAL

DETAILS

SMHW

UWC STAFF

A13 70 82

SCALE: 1" = 1'-0"

6" 1'

ROOF RIDGE DETAIL

SCALE: 1"= 1'-0"

ROOF EAVE DETAIL

SCALE: 1"= 1'-0"

FLOOR PATCH DETAIL

SCALE: 1"= 1'-0"

s/s Chris Campbell

FINAL 1/19/22

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STAGE

2'-8

2'-7

2'-9

2'-8

2'-9

2'-7

2'-8

2'-9

2'-6

2'-9

2'-7

2'-1 0"

2'-6

2'-1 1"

2'-8

A.15

2'-8

2'-7

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/1 3/2

2 1 1:

.20

-2

8\D

.D W

R-4

INTERMOUNTAIN REGION

GUINAVAH-MALIBU

CAMPGROUND

RENOVATION

PROJECT

UINTA WASATCH CACHE

NATIONAL FOREST

LOGAN RANGER DISTRICT

AMPHITHEATER

PLANS

RKRA

UWC STAFF

A14 71 82

SCALE 1/16" = 1'-0"

AMPHITHEATER DEMO PLAN

SCALE 1/16" = 1'-0"

AMPHITHEATER PLAN

SCALE: 1/16" = 1'-0"

8' 16'0 32'

SCALE: 1/16" = 1'-0"

8' 16'0 32' s/s Chris Campbell

FINAL 1/19/22

AutoCAD SHX Text INSPECT ALL EXISTING CONCRETE PIERS FOR DAMAGE, CUT METAL BAR FLUSH TO TOP OF EACH PIER

AutoCAD SHX Text

REMOVE AND DISPOSE OF ALL EXISTING TIMBER PLANK BENCHES

AutoCAD SHX Text THESE PIERS ARE KNOWN TO BE IN POOR CONDITION AND MUST BE REPLACED (TYPICAL) INSPECT ALL PIERS AND REPLACE AS NEEDED

AutoCAD SHX Text AFTER DEMO & RESTORATION OF DAMAGED PIERS, RESTORE CCC ERA STONE RETAINING WALLS TO MATCH EXISTING

AutoCAD SHX Text

REMOVE ALL SUPPORT TIMBERS BETWEEN PIER AND BENCH

AutoCAD SHX Text

CONCRETE STAIRS TO BE LIFTED BACK INTO POSITION

AutoCAD SHX Text THE LENGTH OF EACH BENCH IS TO BE DETERMINED BY THE LOCATION EXISTING PIERS (V.I.F.).

AutoCAD SHX Text MAXIMUM LENGTH OF BENCHES TO BE DETERMINED BY ALLOWING FOR A MINIMUM WALKWAY OF 38" (V.I.F.)

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3" 3" 3"

10" e q e q

A R

I E

1'-10"

10"6" 6"

1'-10"

3" 3" 3"

A15

10" e q e q

A R

I E

V A

R I E

VARIES

A R

I E

A R

I E

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/1 3/2

2 1 1:

.20

-2

8\D

W G

R-4

INTERMOUNTAIN REGION

GUINAVAH-MALIBU

CAMPGROUND

RENOVATION

PROJECT

UINTA WASATCH CACHE

NATIONAL FOREST

LOGAN RANGER DISTRICT

AMPHITHEATER BENCH

DETAILS

RKRA

UWC STAFF

A15 72 82

SCALE: 1" = 1'-0"

BENCH SECTION DETAIL

SCALE: 1" = 1'-0"

BENCH DEMOLITION SECTION DETAIL

SCALE: 1" = 1'-0"

BENCH PLAN DETAIL

SCALE: 1" = 1'-0"

BENCH SECTION DETAIL

s/s Chris Campbell

FINAL 1/19/22

AutoCAD SHX Text

OLD ANCHOR, NOT USED

AutoCAD SHX Text

DRILL & EPOXY ANCHORS

AutoCAD SHX Text

APPLY MORTAR TO TOP OF PIER AS REQUIRED TO ENSURE EACH BENCH IS LEVEL TO ITSELF

AutoCAD SHX Text COUNTERSINK PLANK TO ENSURE BOLT SITS BELOW SURFACE. FILL HOLE WITH SILICONE CAULKING

AutoCAD SHX Text

DRILL & EPOXY ANCHORS

AutoCAD SHX Text

APPLY MORTAR TO TOP OF PIER AS REQUIRED TO ENSURE EACH BENCH IS LEVEL TO ITSELF

AutoCAD SHX Text DAMAGED AREAS OF LEDGE TO BE REPOINTED WITH MORTAR THAT MATCHES EXISTING AS CLOSELY AS POSSIBLE.

AutoCAD SHX Text

REPAIR DAMAGED PIERS WITH MORTAR TO MATCH EXISTING AS CLOSELY AS POSSIBLE.

AutoCAD SHX Text EXISTING PIERS VARY IN AGE AND IN DIMENSION. USE MORTAR AT TOP OF PIERS AS NEEDED TO ADJUST HEIGHT SO THAT EACH BENCH IS LEVEL TO ITSELF..

AutoCAD SHX Text

DRILL & EPOXY ANCHOR

AutoCAD SHX Text COUNTERSINK PLANK TO ENSURE BOLT SITS BELOW SURFACE. FILL HOLE WITH SILICONE CAULKING

AutoCAD SHX Text

REMOVE AND DISPOSE OF ALL EXISTING TIMBER PLANK BENCHES

AutoCAD SHX Text

REMOVE ALL SUPPORT TIMBERS BETWEEN PIER AND BENCH

AutoCAD SHX Text INSPECT ALL EXISTING PIERS, THEY TEND TO FRACTURE IN THIS AREA. PIERS THAT ARE KNOWN TO BE DAMAGED ARE MARKED ON DEMO PLAN. PREP DAMAGED PIERS TO BE REPAIRED.

AutoCAD SHX Text

CUT METAL BAR FLUSH TO TOP OF EACH PIER.

AutoCAD SHX Text CONTRACTOR TO INSPECT THE RISER AND EDGE OF THE ROCK RETAINING WALL AT EACH ROW FOR LOOSE ROCKS AND REPAIR AS NEEDED. AREAS THAT ARE IN POOR CONDITION TO BE PREPPED FOR REPOINTING.

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51'-8"

2'-4"

4'-0"

4'-0" 4'-0"

18'-0"

4'-0"

7'-0"

A14

TYP

9'-2"

7'-0"

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/1 3/2

2 1 1:

.20

-2

8\D

R-4

INTERMOUNTAIN REGION

GUINAVAH-MALIBU

CAMPGROUND

RENOVATION

PROJECT

UINTA WASATCH CACHE

NATIONAL FOREST

LOGAN RANGER DISTRICT

WEST PAVILION PLAN

SMHW

UWC STAFF

A16 75 84

SCALE 1/8" = 1'-0"

WEST PAVILION PLAN

SCALE: 1/8" = 1'-0"

4' 8'0 16' s/s Chris Campbell

FINAL 1/19/22

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8' PICNIC TABLE (SEE SHEET A6)

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8' SERVING TABLE (SEE SHEET A7)

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GROUP PEDESTAL GRILL (SEE SHEET A7)

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PAINTED STEEL COLUMN BY PREFAB MANUFACTURER (TYP)

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THIN STONE VENEER / CMU COLUMN BASE

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5" THICK CONCRETE SLAB. #4 BAR 24" OC BOTH DIRECTIONS. SEE 2/A1

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SHELTER ROOF LINE AND EDGE OF SLAB

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5" THICK CONCRETE PAD. #4 BAR 24" OC BOTH DIRECTIONS SEE DETAIL 2/A1

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INSTALL EXPANSION JOINT BETWEEN SLABS

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THIN STONE VENEER OVER CONCRETE BLOCK COLUMN BASE (SEE SHEET A4/A5 FOR DETAILS)

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PRECAST CONCRETE FIRE RING. SEE SHEET A8 FOR DETAILS

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4" THICK CONCRETE PAD OVER COMPACTED AGGREGATE. SEE DETAIL 3/A1

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NOTE: 1. THIS PAVILION DESIGN SHALL BE FOR STRUCTURES THIS PAVILION DESIGN SHALL BE FOR STRUCTURES SHOWN ON SHEET S4. (WEST SIDE OF DEVELOPMENT) 2. ALL SITE FURNISHINGS SHALL BE FURNISHED AND ALL SITE FURNISHINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 3. ALL CONCRETE FOR GROUP UNITS AND PATHS SHALL ALL CONCRETE FOR GROUP UNITS AND PATHS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 4. ALL CONCRETE SHALL BE AS SPECIFIED IN SECTION ALL CONCRETE SHALL BE AS SPECIFIED IN SECTION 033000. 5. THIS DESIGN FOR WEST GROUP AREAS. THIS DESIGN FOR WEST GROUP AREAS. 6. SEE SPECIFICATION SECTION 133442 FOR SEE SPECIFICATION SECTION 133442 FOR REQUIREMENTS ON THE SHELTER. 7. COLUMN SPACING PER SHELTER MANUFACTURER'S COLUMN SPACING PER SHELTER MANUFACTURER'S SPECIFICATIONS AND ENGINEER STAMPED SHOPPING DRAWINGS TO BE SUBMITTED. 8. CONTRACTOR SHALL SUBMIT AN EXPANSION & CONTRACTOR SHALL SUBMIT AN EXPANSION & CONTRACTION JOINT PLAN INDICATING LOCATION AND TYPE OF JOINT FOR COR REVIEW & APPROVAL.

2'-4"

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/1 3/2

2 1 1:

.20

-2

8\D

R-4

INTERMOUNTAIN REGION

GUINAVAH-MALIBU

CAMPGROUND

RENOVATION

PROJECT

UINTA WASATCH CACHE

NATIONAL FOREST

LOGAN RANGER DISTRICT

WEST PAVILION

ELEVATIONS

SMHW

UWC STAFF

A17 76 84

SCALE 3/16" = 1'-0"

WEST PAVILION ELEVATION

SCALE: 3/16" = 1'-0"

2'-8" 5'-4"0 10'-8"

SCALE 3/16" = 1'-0"

WEST PAVILION ELEVATION

s/s Chris Campbell

FINAL 1/19/22

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MANUFACTURED PAVILION SHELTER. SPEC 133442

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STAINED GLULAM BEAMS STAINED EXPOSED WOOD DECKING

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LAMINATED ASPHALT SHINGLES OVER ICE AND WATER SHIELD

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THIN STONE VENEER OVER CONCRETE BLOCK COLUMN BASE (SEE SHEET A4/A5 FOR DETAILS)

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THIN STONE VENEER OVER CONCRETE BLOCK COLUMN BASE (SEE SHEET A4/A5 FOR DETAILS)

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MATCHING ASPHALT RIDGE CAP

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SHEET METAL DRIP EDGE

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CONCRETE FIRE RING AS SHOWN ON SHEET A8

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OTHER SITE FURNISHINGS NOT SHOWN FOR CLARITY

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LAMINATED ASPHALT SHINGLES OVER ICE AND WATER SHIELD

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THIN STONE VENEER OVER CONCRETE BLOCK COLUMN BASE (SEE SHEET A4 FOR DETAILS)

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5" THICK REINFORCED CONCRETE SLAB. #4 BAR 24" OC BOTH DIRECTIONS. SEE 2/A1

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4" CRUSHED AGGREGATE GRADING C

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MANUFACTURED PAVILION SHELTER. SEE SPEC

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PAINTED STEEL TUBE COLUMNS TYPICAL

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THIN STONE VENEER OVER CONCRETE BLOCK COLUMN BASE (SEE SHEET A4 FOR DETAILS)

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CONCRETE FIRE RING AS SHOWN ON SHEET A8

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MATCHING ASPHALT RIDGE CAP

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SHEET METAL DRIP EDGE

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DEMOLITION KEYNOTES

POWER COMPANY OWNED SECONDARY, COORDINATE

WITH LOGAN CITY POWER FOR REMOVAL BACK TO

POLE WITH TRANSFORMER ASSUMED TO BE OUTSIDE

OF SURVEY BOUNDARY, INCLUDING REMOVAL OF

METER AT BUILDING WITH BILLING CHANGE

POWER COMPANY OWNED POLE APPROXIMATE

LOCATION TO BE REMOVED.

REMOVE WOOD POLE COMPLETELY WITH SITE

LIGHTING WITH UNDERGROUND FEEDER ORIGINATING

AT LOCAL RESTROOM

WOOD POLE WITH CENTURY LINK COMMUNICATIONS

OVERHEAD.

REMOVE SITE LIGHTING AND UNDERGROUND FEEDER

ORIGINATING AT RESTROOM.

WOOD POLE WITH CENTURY LINK COMMUNICATIONS

SERVICE AND SITE LIGHTING. PHONE LINE FEEDS

UNDERGROUND FROM HERE TO PEDESTAL AT

KEYNOTE 11.

OVERHEAD COMMUNICATIONS LINE TO REMAIN.

UTILITY COMPANY POLE LOCATION OUTSIDE OF

SURVEY BOUNDARY.

RV TRAILER PEDESTAL TO BE REMOVED WITH FEEDER.

UNDAMAGED PEDESTAL MAY BE SALVAGED AND

REUSED AT NEW HOST SITE. UNDERGROUND FEEDER

IS ASSUMED TO ORIGINATE FROM OTHER HOST SITE.

ANCHOR FOR POWER COMPANY POLE ACROSS RIVER

TO REMAIN. SHOWN TO INDICATE LOCATION FOR

PRESERVATION.

RV TRAILER PEDESTAL TO BE REMOVED WITH FEEDER.

SALVAGE TELEPHONE NETWORK INTERFACE FOR

REUSE AT NEW HOST SITE. UNDERGROUND

ELECTRICAL FEEDER ORIGINATES AT RESTROOM TO

THE SOUTHEAST, SEE KEYNOTE 13. PHONE LINE

ORIGINATES FROM POLE AT KEYNOTE 6, SEE GENERAL

DEMOLITION NOTES FOR DIRECTION.

RESTROOM TO BE REMOVED WITH ALL ELECTRICAL.

RESTROOM TO BE CONVERTED TO STORAGE BUILDING.

REMOVE ALL ELECTRICAL (SERVICE MAST MAY REMAIN

FOR REUSE) WITH FEEDERS FROM BUILDING REPAIRING

ALL BUILDING FINISHES AND COMPONENTS TO REMAIN,

DAMAGED BY REMOVAL.

RESTROOM TO BE CONVERTED TO STORAGE BUILDING.

ELECTRICAL SERVICE, METERMAIN, AND CONDUIT STUB

TO INTERIOR TO REMAIN. REMOVE ALL OTHER

ELECTRICAL WITH FEEDERS, INCLUDING PANELBOARD,

FROM BUILDING REPAIRING ALL BUILDING FINISHES

AND COMPONENTS TO REMAIN, DAMAGED BY REMOVAL.

POWER COMPANY SERVICE DROP AND POLE

APPROXIMATE LOCATION, NOT SHOWN ON THE

SURVEY.

POWER COMPANY SERVICE DROP LOCATION.

SECONDARY DROP AND POLE LOCATIONS TO THE

SOUTH OF THE BUILDING ARE NOT SHOWN ON THE

SURVEY.

THE AMPHITHEATER AREA SHOWN ON SHEET ED02.

REMOVE WOOD POLE AND RELATED ANCHOR

COMPLETELY WITH SITE LIGHTING WITH

UNDERGROUND FEEDER ORIGINATING AT LOCAL

RESTROOM

OVERHEAD FEEDER TO BE REMOVED

REMOVE WOOD POLE COMPLETELY WITH SITE

LIGHTING WITH OVERHEAD FEEDER

REMOVE GRADE LEVEL HAND HOLE WITH

UNDERGROUND FEEDER ORIGINATING AT LOCAL

RESTROOM

REMOVE DAMAGED UN-MOUNTED RECEPTACLE WITH

UNDERGROUND FEEDER ORIGINATING AT LOCAL

RESTROOM AS FAR AS IT WILL NOT HARM ROCK WORK

EXISTING AMPHITHEATER, HAS 3 JUNCTION BOXES FOR

THE STAGE AREA, AND 6 BELOW THE STAGE IN

DRESSING AREA, MINIMUM, THAT SHALL HAVE

CONDUCTORS AND ANY EXPOSED CONDUIT REMOVED.

GENERAL DEMOLITION NOTES

1. PHONE LINE AT POLE (KEYNOTE 6) TO RV PEDESTAL (KEYNOTE

11) SHALL REMAIN AND BE REUSED. LOCATE AND PROTECT

LINE. REWORK PHONE LINE AT KEYNOTE 11 INTO A GRADE

LEVEL HANDHOLE FOR CONTINUATION IN THIS CONTRACT.

2. UNDERGROUND FEEDER/CIRCUIT REMOVAL SHALL NOT

OCCUR IN LOCATION WHERE REMOVAL WILL CAUSE DAMAGE

TO HISTORICAL FEATURES.

3. INDIVIDUAL LOCATIONS WHERE REMOVAL IS NOT ALLOWED

SHALL BE DETERMINED BY THE CONTRACTING OFFICERS

REPRESENTATIVE. APPROVED LOCATIONS SHALL BE

COLLECTED AND NOTED ON AS-BUILT DRAWINGS BY

CONTRACTOR AT THE TIME OF EACH APPROVAL. OTHER

LOCATIONS MAY BE APPROVED.

4. FILL IN ALL DEMOLITION GROUND CAVITIES CREATED WITH

NATIVE SOILS, LEVELING WITH ADJACENT GRADES.

5. REMOVE FROM SITE AND PROPERLY DISPOSE OF ALL DEBRIS.

X X

100' 0 250' 500'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/1 3/2

2 1 1:

.20

-2

8\D

R-4

INTERMOUNTAIN REGION

GUINAVAH-MALIBU

CAMPGROUND

RENOVATION

PROJECT

UINTA WASATCH CACHE

NATIONAL FOREST

LOGAN RANGER DISTRICT

ELECTRICAL

DEMOLITION SITE PLAN

AND KEYNOTES

02/26/2021

S.BROWN

D.JEPPSEN

ED01

75 82

ELECTRICAL DEMOLITION SITE PLAN

s/s Chris Campbell

FINAL 1/19/22

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P B

OEOE

P B

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/1 3/2

2 1 1:

.20

-2

8\D

R-4

INTERMOUNTAIN REGION

GUINAVAH-MALIBU

CAMPGROUND

RENOVATION

PROJECT

UINTA WASATCH CACHE

NATIONAL FOREST

LOGAN RANGER DISTRICT

ELECTRICAL

DEMOLITION EAST END

DETAIL

02/26/2021

S.BROWN

D.JEPPSEN

ED02

76 82

TO REMAIN, BUT UNUSABLE.

UNDERGROUND CIRCUIT FROM HAND HOLE

(KEYNOTE 21) TO THESE LUMINAIRES

SHALL REMAIN IN PLACE.

POLES AND

LUMINAIRES TO BE

REMOVED

POLES TO REMAIN,

BUT ARE UNUSABLE

8.5' TALL POLE IS 2.5 O.D.

24" Ø CONCRETE FLUSH WITH GRADE

0.125" FORMED AND WELDED

STEEL BOX, 12.125 L X 4.875 W X

4.625 HIGH OUTER DIMENSIONS,

USABLE INTERIOR 4.5 X ~9.75 X

4.5, ACCESS MAX DIMENSION

6.75., UNPROTECTED WHOLE CUT

IN POLE ASSUMED FOR CIRCUIT

ACCESS, NO SPLICE BOX NOTED.

s/s Chris Campbell

FINAL 1/19/22

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100' 0 250' 500'

ELECTRICAL KEYNOTES

CAMPGROUND FEE AREA SHOWN ON SHEET ES02.

HOST AREA SHOWN ON SHEET ES02.

GROUP AREA…

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File details come from the government source that posted it. Updated Mar 22, 2024.